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(print_references.out) (print_references.out) \@outlinefile=\write3 \openout3 = `print_references.out'. (abbreviations.tex) Package natbib Warning: Citation `jabref-meta: databaseType:biblatex;' on page 1 undefined on input line 2690. LaTeX Info: Redefining \van on input line 2827. (print_references.bbl [1 {C:/Users/ottevan/AppData/Local/MiKTeX/fonts/map/pdftex/pdftex.map}] [2] [3] [4 ] Underfull \hbox (badness 10000) in paragraph at lines 82--85 []\OT1/cmtt/m/n/10 Aalto, R. (2002), Geomorphic form and process of sediment fl ux within an active orogen: Denudation of the bolivian andes and sediment conve yance across the Beni foreland., Ph.D. thesis, University of [] LaTeX Font Info: External font `cmex10' loaded for size (Font) <7> on input line 90. LaTeX Font Info: External font `cmex10' loaded for size (Font) <5> on input line 90. Underfull \hbox (badness 10000) in paragraph at lines 87--92 []\OT1/cmtt/m/n/10 Abbe, T. B., and D. R. Montgomery (2003), Patterns and proce sses of wood debris accumulation in the queets river basin, washington, \OT1/cm tt/m/it/10 Geomorphology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 51\OT1/cmtt/m/n/10 (1!!e!!3), 81 -- 107, doi:$\OT1/cmr/m/n/10 http : / / dx . doi . org / 10 . 10 16 / [] Underfull \hbox (badness 10000) in paragraph at lines 131--135 []\OT1/cmtt/m/n/10 Afentoulis, V., A. Papadimitriou, K. Belibassakis, and V. Ts oukala (2022), A coupled model for sediment transport dynamics and prediction o f seabed morphology with application to 1dh/2dh coastal [] [5] Underfull \hbox (badness 10000) in paragraph at lines 176--180 []\OT1/cmtt/m/n/10 Akkerman, G. J., W. B. G. Bijman, M. A. van Heereveld, E. B. Peerbolte, and G. J. Klaassen (2003), MER Grensmaas 2003 Achtergronddocument 2 .1: Morfologie - bureaustudie, \OT1/cmtt/m/it/10 Tech. Rep. 9M4711.B0/R001//Nij m\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 183--188 []\OT1/cmtt/m/n/10 Akkerman, G. J., M. A. van Heereveld, H. J. Barneveld, and R . J. Smedes (2006), Sustainable navigation rhine delta branches, a reconnaissan ce ofstrategies, in \OT1/cmtt/m/it/10 Proceedings of the 3rd International [] Underfull \hbox (badness 10000) in paragraph at lines 194--197 []\OT1/cmtt/m/n/10 Alexander, J. S., R. C. Wilson, and W. R. Green (2012), A br ief history and summary of the effects of river engineering and dams on the mis sissippi river system and delta, \OT1/cmtt/m/it/10 Tech. Rep. 1375\OT1/cmtt/m/n /10 , US Geological [] Underfull \hbox (badness 10000) in paragraph at lines 228--232 []\OT1/cmtt/m/n/10 Allen, J. R. L. (1969), The maximum slope-angle attainable b y surfaces underlain by bulked equal spheroids with variable dimensional orderi ng, \OT1/cmtt/m/it/10 Geol Soc Am Bull\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 80\O T1/cmtt/m/n/10 (10), 1923--1930, doi:$\OT1/cmr/m/n/10 10 . 1130 / [] Underfull \hbox (badness 10000) in paragraph at lines 243--247 []\OT1/cmtt/m/n/10 Allen, J. R. L. (1978), \OT1/cmtt/m/it/10 Fluvial Sedimentol ogy\OT1/cmtt/m/n/10 , vol. Memoir 5, chap. Van Bendegom: A neglected innovator in meander studies, pp. 199--209, Canadian Society of Petroleum Geologists, Dep artment of Geography, [] Underfull \hbox (badness 10000) in paragraph at lines 267--271 []\OT1/cmtt/m/n/10 Alvarez, L. V., M. W. Schmeeckle, and P. E. Grams (2017), A detached eddy simulation model for the study of lateral separation zones along a large canyon-bound river, \OT1/cmtt/m/it/10 Journal of Geophysical Research: [] Underfull \hbox (badness 10000) in paragraph at lines 274--278 []\OT1/cmtt/m/n/10 Ambagts, L., W. Jansen, N. de Jong, A. Kosters, C. Oerlemans , and A. Slockers (2017), Sedimentation in the mouth of the Magdalena river; im proving navigability in the port of Barranquilla, Master's thesis, [] Underfull \hbox (badness 10000) in paragraph at lines 290--294 []\OT1/cmtt/m/n/10 An, C., Y. Cui, X. Fu, and G. Parker (2017a), Gravel-bed riv er evolution in earthquake-prone regions subject to cycled hydrographs and repe ated sediment pulses, \OT1/cmtt/m/it/10 Earth Surf Process Landf\OT1/cmtt/m/n/1 0 , pp. n/a--n/a, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 297--302 []\OT1/cmtt/m/n/10 An, C., X. Fu, G. Wang, and G. Parker (2017b), Effect of gra in sorting on gravel bed river evolution subject to cycled hydrographs: Bed loa d sheets and breakdown of the hydrograph boundary layer, \OT1/cmtt/m/it/10 J. [] Underfull \hbox (badness 10000) in paragraph at lines 305--309 []\OT1/cmtt/m/n/10 An, C., A. J. Moodie, H. Ma, X. Fu, Y. Zhang, K. Naito, and G. Parker (2018), Morphodynamic model of the lower Yellow river: flux or entrai nment form for sediment mass conservation?, \OT1/cmtt/m/it/10 Earth Surf Dyn\OT 1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 6\OT1/cmtt/m/n/10 (4), [] Underfull \hbox (badness 10000) in paragraph at lines 311--315 []\OT1/cmtt/m/n/10 An, C., G. Parker, M. A. Hassan, and X. Fu (2019), Can magic sand cause massive degradation of a gravel-bed river at the decadal scale? shi []ting river, china, \OT1/cmtt/m/it/10 Geomorphology\OT1/cmtt/m/n/10 , \OT1/cmt t/m/it/10 327\OT1/cmtt/m/n/10 , 147--158, doi:$\OT1/cmr/m/n/10 https : [] [6] Underfull \hbox (badness 10000) in paragraph at lines 318--322 []\OT1/cmtt/m/n/10 An, C., M. A. Hassan, C. Ferrer-Boix, and X. Fu (2021), Effe ct of stress history on sediment transport and channel adjustment in graded gra vel-bed rivers, \OT1/cmtt/m/it/10 Earth Surf Dyn\OT1/cmtt/m/n/10 , \OT1/cmtt/m/ it/10 9\OT1/cmtt/m/n/10 (2), 333--350, doi:$\OT1/cmr/m/n/10 10 . 5194 / [] Underfull \hbox (badness 10000) in paragraph at lines 329--332 []\OT1/cmtt/m/n/10 Ancey, C. (2010), Stochastic modeling in sediment dynamics: Exner equation for planar bed incipient bed load transport conditions, \OT1/cmt t/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 1 15\OT1/cmtt/m/n/10 (F2), F00A11, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 349--353 []\OT1/cmtt/m/n/10 Ancey, C., and I. Pascal (2020), Estimating mean bedload tra nsport rates and their uncertainty, \OT1/cmtt/m/it/10 Journal of Geophysical Re search: Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 125\OT1/cmtt/m/n/10 ( 7), e2020JF005,534, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 368--372 []\OT1/cmtt/m/n/10 Ancey, C., A. C. Davison, T. B^^?ohm, M. Jodeau, and P. Frey (2008), Entrainment and motion of coarse particles in a shallow water stream d own a steep slope, \OT1/cmtt/m/it/10 J Fluid Mech\OT1/cmtt/m/n/10 , \OT1/cmtt/m /it/10 595\OT1/cmtt/m/n/10 , 83--114, doi:$\OT1/cmr/m/n/10 10 . 1017 / [] Underfull \hbox (badness 10000) in paragraph at lines 375--379 []\OT1/cmtt/m/n/10 Ancey, C., P. Bohorquez, and J. Heyman (2015), Stochastic in terpretation of the advection-diffusion equation and its relevance to bed load transport, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 120\OT1/cmtt/m/n/10 (12), 2529--2551, [] Underfull \hbox (badness 10000) in paragraph at lines 406--410 []\OT1/cmtt/m/n/10 A.P. Luijendijk, J. J. A. M. v., G. Passacantando, and G. Ma yerle (2009), Morphological modeling of the construction phases for the venice inlets, in \OT1/cmtt/m/it/10 Coastal Structures 2007: (In 2 Volumes)\OT1/cmtt/m /n/10 , pp. [] Underfull \hbox (badness 10000) in paragraph at lines 426--430 []\OT1/cmtt/m/n/10 Ardiclioglu, M., A. M. M. Hadi, E. Periku, and A. Kuriqi (20 22), Experimental and numerical investigation of bridge configuration effect on hydraulic regime, \OT1/cmtt/m/it/10 International Journal of Civil Engineering \OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 453--458 []\OT1/cmtt/m/n/10 Arkesteijn, L., A. Blom, M. J. Czapiga, V. Chavarr^^S^^Pas, and R. J. Labeur (2019), The quasi-equilibrium longitudinal profile in backwate r reaches of the engineered alluvial river: A space-marching method, [] Underfull \hbox (badness 10000) in paragraph at lines 461--466 []\OT1/cmtt/m/n/10 Arkesteijn, L., A. Blom, and R. J. Labeur (2021), A rapid me thod for modeling transient river response under stochastic controls with appli cations to sea level rise and sediment nourishment, \OT1/cmtt/m/it/10 Journal o f [] Underfull \hbox (badness 10000) in paragraph at lines 485--489 []\OT1/cmtt/m/n/10 Armanini, A., and G. di Silvio (1989), On the coexistance of bedload and suspended transport for a uniform grainsize material, in \OT1/cmtt /m/it/10 Proceedings of the International Symposium of Sediment Transport Model ing\OT1/cmtt/m/n/10 , [] [7] Underfull \hbox (badness 10000) in paragraph at lines 502--507 []\OT1/cmtt/m/n/10 Arnaud, F., H. Pi^^Segay, L. Schmitt, A. J. Rollet, V. Ferri er, and D. B^^Seal (2015), Historical geomorphic analysis (1932{2011) of a by-p assed river reach in process-based restoration perspectives: The Old [] Underfull \hbox (badness 10000) in paragraph at lines 510--514 []\OT1/cmtt/m/n/10 Arnaud, F., H. Pi^^Segay, D. B^^Seal, P. Collery, L. Vaudor, and A.-J. Rollet (2017), Monitoring gravel augmentation in a large regulated r iver and implications for process-based restoration, \OT1/cmtt/m/it/10 Earth Su rf [] Underfull \hbox (badness 10000) in paragraph at lines 517--520 []\OT1/cmtt/m/n/10 Arneson, L. A., L. W. Zevenbergen, P. F. Lagasse, and P. E. Clopper (2012), Evaluating scour at bridges, \OT1/cmtt/m/it/10 Tech. Rep. FHWA- HIF-12-003 (HEC-18)\OT1/cmtt/m/n/10 , U.S. Department of Transportation, Federa l Highway [] Underfull \hbox (badness 10000) in paragraph at lines 562--566 []\OT1/cmtt/m/n/10 Ashmore, P., S. Peirce, and P. Leduc (2018), Expanding the ` `active layer'': Discussion of Church and Haschenburger (2017) What is the ``ac tive layer''? Water Resources Research 53(1), 5--10, \OT1/cmtt/m/it/10 Water [] Underfull \hbox (badness 10000) in paragraph at lines 569--573 []\OT1/cmtt/m/n/10 Ashmore, P. E., R. I. Ferguson, K. L. Prestegaard, P. J. Ash worth, and C. Paola (1992), Secondary flow in anabranch confluences of a braide d, gravel-bed stream, \OT1/cmtt/m/it/10 Earth Surf Process Landf\OT1/cmtt/m/n/1 0 , \OT1/cmtt/m/it/10 17\OT1/cmtt/m/n/10 (3), 299--311, [] Underfull \hbox (badness 10000) in paragraph at lines 595--600 []\OT1/cmtt/m/n/10 Athanasiou, P., A. van Dongeren, A. Giardino, M. Vousdoukas, J. A. A. Antolinez, and R. Ranasinghe (2022), Estimating dune erosion at the r egional scale using a meta-model based on neural networks, \OT1/cmtt/m/it/10 Na tural [] Underfull \hbox (badness 10000) in paragraph at lines 609--613 []\OT1/cmtt/m/n/10 Audusse, Emmanuel, Boyaval, S bastien, Goutal, Nicole, Jodea u, Magali, and Ung, Philippe (2015), Numerical simulation of the dynamics of se dimentary river beds with a stochastic exner equation, \OT1/cmtt/m/it/10 ESAIM: [] Underfull \hbox (badness 10000) in paragraph at lines 624--628 []\OT1/cmtt/m/n/10 Azimi, A. H., N. Rajaratnam, and D. Z. Zhu (2013), Discharge characteristics of weirs of finite crest length with upstream and downstream r amps, \OT1/cmtt/m/it/10 Journal of Irrigation and Drainage Engineering\OT1/cmtt /m/n/10 , \OT1/cmtt/m/it/10 139\OT1/cmtt/m/n/10 (1), [] Underfull \hbox (badness 10000) in paragraph at lines 631--635 []\OT1/cmtt/m/n/10 Azimi, A. H., N. Rajaratnam, and D. Z. Zhu (2014), Submerged flows over rectangular weirs of finite crest length, \OT1/cmtt/m/it/10 Journal of Irrigation and Drainage Engineering\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 140 \OT1/cmtt/m/n/10 (5), 06014,001, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) IR . [] Underfull \hbox (badness 10000) in paragraph at lines 638--642 []\OT1/cmtt/m/n/10 Azimi, A. H., N. Rajaratnam, and D. Z. Zhu (2016), Water sur face characteristics of submerged rectangular sharp-crested weirs, \OT1/cmtt/m/ it/10 Journal of Hydraulic Engineering\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 142\ OT1/cmtt/m/n/10 (5), 06016,001, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) HY . [] Underfull \hbox (badness 10000) in paragraph at lines 645--649 []\OT1/cmtt/m/n/10 Baar, A. W., J. de Smit, W. S. J. Uijttewaal, and M. G. Klei nhans (2018), Sediment transport of fine sand to fine gravel on transverse bed slopes in rotating annular flume experiments, \OT1/cmtt/m/it/10 Water Resour Re s\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 652--656 []\OT1/cmtt/m/n/10 Baar, A. W., M. Boechat Albernaz, W. M. van Dijk, and M. G. Kleinhans (2019), Critical dependence of morphodynamic models of fluvial and ti dal systems on empirical downslope sediment transport, \OT1/cmtt/m/it/10 Nat Co mmun\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 661--665 []\OT1/cmtt/m/n/10 Babovic, V., and A. W. Minns (2022), "Hydroinformatics openi ng new horizons: union of computational hydraulics and artificial intelligence" , in \OT1/cmtt/m/it/10 "Michael Abbott's Hydroinformatics: Poiesis of New [] [8] Underfull \hbox (badness 10000) in paragraph at lines 668--672 []\OT1/cmtt/m/n/10 Bacchi, V., A. Recking, N. Eckert, P. Frey, G. Piton, and M. Naaim (2014), The effects of kinetic sorting on sediment mobility on steep slo pes, \OT1/cmtt/m/it/10 Earth Surf Process Landf\OT1/cmtt/m/n/10 , \OT1/cmtt/m/i t/10 39\OT1/cmtt/m/n/10 (8), 1075--1086, doi:$\OT1/cmr/m/n/10 10 . 1002 / esp . [] Underfull \hbox (badness 10000) in paragraph at lines 685--689 []\OT1/cmtt/m/n/10 Baek, K. O., and I. L. Seo (2009), \OT1/cmtt/m/it/10 Advance s in Water Resources and Hydraulic Engineering\OT1/cmtt/m/n/10 , vol. Vol.II, c hap. Equation for Streamwise variation of secondary flow in sinuous channels, p p. 580--585, Springer, [] Underfull \hbox (badness 10000) in paragraph at lines 691--695 []\OT1/cmtt/m/n/10 Baghlani, A. (2012), Application of a high-resolution scheme in simulation of flow in curved channel using boundary-fitted curvilinear coor dinates, \OT1/cmtt/m/it/10 Scientia Iranica A\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/ 10 19\OT1/cmtt/m/n/10 (6), 1463--1472, [] Underfull \hbox (badness 10000) in paragraph at lines 710--714 []\OT1/cmtt/m/n/10 Bakker, M., E. Berger, M. van Duin, S. Broeder, and O. Karac an (2022), Hoogwater in limburg: de aanpak van rijkswaterstaat: Een evaluatie o m als crisisorganisatie te leren van de inzet, \OT1/cmtt/m/it/10 Tech. rep.\OT1 /cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 723--729 []\OT1/cmtt/m/n/10 van Balen, W., W. S. J. Uijttewaal, and K. Blanckaert (2008) , LES and RANS computations of schematized river bends, in \OT1/cmtt/m/it/10 Pr ocedings of the 4th International Conference on Fluvial Hydraulics (River Flow) , 3-5 [] Underfull \hbox (badness 10000) in paragraph at lines 745--749 []\OT1/cmtt/m/n/10 Ballio, F., A. Radice, S. L. Fathel, and D. J. Furbish (2019 ), Experimental censorship of bed load particle motions and bias correction of the associated frequency distributions, \OT1/cmtt/m/it/10 J. Geophys. Res., Ear th [] Underfull \hbox (badness 10000) in paragraph at lines 769--773 []\OT1/cmtt/m/n/10 Banhold, K., H. Sch^^?uttrumpf, G. Hillebrand, and R. Frings (2016), Underestimation of sand loads during bed-load measurements|a laborator y examination, in \OT1/cmtt/m/it/10 River Flow 2016\OT1/cmtt/m/n/10 , pp. 1036- -1041, doi:$\OT1/cmr/m/n/10 10 . 1201 / [] Underfull \hbox (badness 10000) in paragraph at lines 786--790 []\OT1/cmtt/m/n/10 Bardaj^^S^^P, T., C. J. Dabrio, J. L. Goy, L. Somoza, and C. Zazo (1990), Pleistocene fan deltas in southeastern Iberian Peninsula: Sedimen tary controls and sea-level changes, in \OT1/cmtt/m/it/10 Coarse-Grained Deltas \OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 809--813 []\OT1/cmtt/m/n/10 Barker, B., M. A. Johnson, P. Noble, L. M. Rodrigues, and K. Zumbrun (2017b), Stability of viscous St. Venant roll waves: From onset to inf inite Froude number limit, \OT1/cmtt/m/it/10 J Nonlinear Sci\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 27\OT1/cmtt/m/n/10 (1), 285--342, doi: [] [9] Underfull \hbox (badness 10000) in paragraph at lines 845--850 []\OT1/cmtt/m/n/10 Barneveld, H. J., E. Mosselman, V. Chavarr^^S^^Pas, and A. J . F. Hoitink (2024), Accuracy assessment of numerical morphological models base d on reduced saint-venant equations, \OT1/cmtt/m/it/10 Water Resources Research \OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 60\OT1/cmtt/m/n/10 (1), [] Underfull \hbox (badness 10000) in paragraph at lines 852--857 []\OT1/cmtt/m/n/10 Barr^^Se de Saint-Venant, A. J. C. (1871), Th^^Seorie du mou vement non permanent des eaux, avec application aux crues des rivi^^Reres et ^^ Ra l'introduction des mar^^Sees dans leur lit, \OT1/cmtt/m/it/10 Comptes Rendus des s^^Seances de [] Underfull \hbox (badness 10000) in paragraph at lines 860--864 []\OT1/cmtt/m/n/10 Barrett, R., M. Berry, T. F. Chan, J. Demmel, J. M. Donato, J. Dongarra, V. Eijkhout, R. Pozo, C. Romine, and H. V. der Vorst (1994), \OT1/ cmtt/m/it/10 Templates for the Solution of Linear Systems: Building Blocks for [] Underfull \hbox (badness 10000) in paragraph at lines 867--870 []\OT1/cmtt/m/n/10 Barry, J. J., J. M. Buffington, and J. G. King (2004), A gen eral power equation for predicting bed load transport rates in gravel bed river s, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 40\OT 1/cmtt/m/n/10 (10), n/a--n/a, doi:$\OT1/cmr/m/n/10 10 . 1029 / 2004WR003190$\OT 1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 873--877 []\OT1/cmtt/m/n/10 Barry, J. J., J. M. Buffington, and J. G. King (2007), Corre ction to ``a general power equation for predicting bed load transport rates in gravel bed rivers'', \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/ cmtt/m/it/10 43\OT1/cmtt/m/n/10 (8), doi:$\OT1/cmr/m/n/10 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 881--885 []\OT1/cmtt/m/n/10 Barton, C. M., A. Lee, M. A. Janssen, S. van der Leeuw, G. E . Tucker, C. Porter, J. Greenberg, L. Swantek, K. Frank, M. Chen, and H. R. A. Jagers (2022), How to make models more useful, \OT1/cmtt/m/it/10 Proc Natl Acad Sci\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 895--900 []\OT1/cmtt/m/n/10 Bastiaansen, R., O. Ja^^?^^Pbi, V. Deblauwe, M. B. Eppinga, K. Siteur, E. Siero, S. Mermoz, A. Bouvet, A. Doelman, and M. Rietkerk (2018), Multistability of model and real dryland ecosystems through spatial [] Underfull \hbox (badness 10000) in paragraph at lines 902--907 []\OT1/cmtt/m/n/10 Batalla, R. J. (2003), Sediment deficit in rivers caused by dams and instream gravel mining: A review with examples from ne spain, \OT1/cmt t/m/it/10 Cuaternario y geomorfolog^^S^^Pa: Revista de la Sociedad Espa~nola de [] Underfull \hbox (badness 10000) in paragraph at lines 925--929 []\OT1/cmtt/m/n/10 Bates, P. D., M. S. Horritt, and T. J. Fewtrell (2010), A si mple inertial formulation of the shallow water equations for efficient two-dime nsional flood inundation modelling, \OT1/cmtt/m/it/10 J Hydrol\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 387\OT1/cmtt/m/n/10 (1), 33--45, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 942--946 []\OT1/cmtt/m/n/10 Battjes, J. (1975), Modeling of turbulence in the surf zone, in \OT1/cmtt/m/it/10 Symposium on Modelling Techniques: 2d Annual Symposium of the Waterways, Harbors, and Coastal Engineering Division of ASCE, San Francisc o\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 964--968 []\OT1/cmtt/m/n/10 Baur, T., and H. Jagers (2002), Grensproject Bovenrijn / Gre nzprojekt Niederrhein: report no. 2 : investigation of individual engineering m easures with 2D morphological model (part 1), \OT1/cmtt/m/it/10 rapport\OT1/cmt t/m/n/10 , WL Delft [] [10] Underfull \hbox (badness 10000) in paragraph at lines 1007--1011 []\OT1/cmtt/m/n/10 Becker, A., S. Giri, A. Paarlberg, C. J. Sloff, P. van Dende ren, and M. Zagonjoli (2022), Eindevaluatie suppletie Boven-Rijn. Deelrapport 1 : Data en effecten, \OT1/cmtt/m/it/10 rapport Deltares, (in preparation) [] Underfull \hbox (badness 10000) in paragraph at lines 1015--1019 []\OT1/cmtt/m/n/10 Becker, A., A. Kosters, A. Nunes de Alencar Osorio, V. Chava rrias, and W. Ottevanger (2023), Morphological model for the river Rhine : Firs t (v0) model of the Waal branch, \OT1/cmtt/m/it/10 rapport Deltares\OT1/cmtt/m/ n/10 , Deltares, [] Underfull \hbox (badness 10000) in paragraph at lines 1022--1027 []\OT1/cmtt/m/n/10 Beckers, F., A. Heredia, M. Noack, W. Nowak, S. Wieprecht, a nd S. Oladyshkin (2020), Bayesian calibration and validation of a large-scale a nd time-demanding sediment transport model, \OT1/cmtt/m/it/10 Water Resour Res\ OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 1046--1050 []\OT1/cmtt/m/n/10 Begin, Z. B., D. F. Meyer, and S. A. Schumm (1981), Developm ent of longitudinal profiles of alluvial channels in response to base-level low ering, \OT1/cmtt/m/it/10 Earth Surf Process Landf\OT1/cmtt/m/n/10 , \OT1/cmtt/m /it/10 6\OT1/cmtt/m/n/10 (1), 49--68, doi:$\OT1/cmr/m/n/10 10 . 1002 / esp . [] Underfull \hbox (badness 10000) in paragraph at lines 1053--1057 []\OT1/cmtt/m/n/10 Begnudelli, L., A. Valiani, and B. F. Sanders (2010), A bala nced treatment of secondary currents, turbulence and dispersion in a depth-inte grated hydrodynamic and bed deformation model for channel bends, [] Underfull \hbox (badness 10000) in paragraph at lines 1076--1081 []\OT1/cmtt/m/n/10 Belleudy, P., A. Valette, and B. Graff (2010), Passive hydro phone monitoring of bedload in river beds: First trials of signal spectral anal yses., in \OT1/cmtt/m/it/10 Bedload-surrogate monitoring technologies: U.S. [] Underfull \hbox (badness 10000) in paragraph at lines 1130--1134 []\OT1/cmtt/m/n/10 Berends, K., F. Diermanse, and J. de Jong (2021b), Naar een conceptuele basis voor omgaan met onzekerheid in stromingsmodellen van rijkswat erstaat, \OT1/cmtt/m/it/10 Tech. Rep. 11206813-018\OT1/cmtt/m/n/10 , Deltares, Delft, the [] Underfull \hbox (badness 10000) in paragraph at lines 1137--1141 []\OT1/cmtt/m/n/10 Berends, K., J. Dijkstra, A. Spruyt, and M. Latella (2022), State of the art and research trends in fluvial vegetation resistance modelling : With a focus on implementation in Rijkswaterstaat hydraulic [] Underfull \hbox (badness 10000) in paragraph at lines 1144--1148 []\OT1/cmtt/m/n/10 Berends, K. D., M. W. Straatsma, J. J. Warmink, and S. J. M. H. Hulscher (2019), Uncertainty quantification of flood mitigation predictions and implications for interventions, \OT1/cmtt/m/it/10 Nat Hazard Earth Sys\OT1 /cmtt/m/n/10 , \OT1/cmtt/m/it/10 19\OT1/cmtt/m/n/10 (8), [] Underfull \hbox (badness 10000) in paragraph at lines 1151--1155 []\OT1/cmtt/m/n/10 Berends, K. D., M. R. A. Gensen, J. J. Warmink, and S. J. M. H. Hulscher (2021c), Multidecadal analysis of an engineered river system revea ls challenges for model-based design of human interventions, [] Underfull \hbox (badness 10000) in paragraph at lines 1164--1168 []\OT1/cmtt/m/n/10 van den Berg, M. W., W. Groenewoud, G. Lorenz, P. Lubbers, D . Brus, and S. Kroonenberg (1995), Patterns and velocities of recent crustal mo vements in the dutch part of the roer valley rift system, \OT1/cmtt/m/it/10 Geo logie [] Underfull \hbox (badness 10000) in paragraph at lines 1171--1177 []\OT1/cmtt/m/n/10 Berkhof, A., J. Kabout, R. Loeve, M. van de Paverd, and D. V erhoeven (9-05-2018), MIRT onderzoek Duurzame Bodemligging Rijntakken; Eindrapp ortage, ``De Rivierbodem is de basis van alle belangen''. [] Underfull \hbox (badness 10000) in paragraph at lines 1179--1182 []\OT1/cmtt/m/n/10 Berkhout, W. A. (2003), Modelling of large-scale morphologic al processes in sand-gravel rivers. analytical and numerical analysis of graded morphological processes in the river meuse, Master's thesis, [] [11] Underfull \hbox (badness 10000) in paragraph at lines 1195--1199 []\OT1/cmtt/m/n/10 Bernardara, P., D. Schertzer, E. Sauquet, I. Tchiguirinskaia , and M. Lang (2008), The flood probability distribution tail: how heavy is it? , \OT1/cmtt/m/it/10 Stoch Env Res Risk A\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 22 \OT1/cmtt/m/n/10 (1), 107--122, doi:$\OT1/cmr/m/n/10 10 . 1007 / [] Underfull \hbox (badness 10000) in paragraph at lines 1227--1231 []\OT1/cmtt/m/n/10 Bertin, S., H. Friedrich, P. Delmas, E. Chan, and G. Gimel'f arb (2014), Dem quality assessment with a 3d printed gravel bed applied to ster eo photogrammetry, \OT1/cmtt/m/it/10 The Photogrammetric Record\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 29\OT1/cmtt/m/n/10 (146), 241--264, [] Underfull \hbox (badness 10000) in paragraph at lines 1234--1238 []\OT1/cmtt/m/n/10 Bertin, S., H. Friedrich, P. Delmas, E. Chan, and G. Gimel-f arb (2015), Digital stereo photogrammetry for grain-scale monitoring of fluvial surfaces: Error evaluation and workflow optimisation, \OT1/cmtt/m/it/10 ISPRS J [] Underfull \hbox (badness 10000) in paragraph at lines 1241--1247 []\OT1/cmtt/m/n/10 Bertin, X., A. Oliveira, and A. B. Fortunato (2009), Simulat ing morphodynamics with unstructured grids: Description and validation of a mod eling system for coastal applications, \OT1/cmtt/m/it/10 Ocean Model\OT1/cmtt/m /n/10 , \OT1/cmtt/m/it/10 28\OT1/cmtt/m/n/10 (1), [] Underfull \hbox (badness 10000) in paragraph at lines 1272--1276 []\OT1/cmtt/m/n/10 Bertoldi, W., A. Siviglia, S. Tettamanti, M. Toffolon, D. Ve tsch, and S. Francalanci (2014), Modeling vegetation controls on fluvial morpho logical trajectories, \OT1/cmtt/m/it/10 Geophys Res Lett\OT1/cmtt/m/n/10 , \OT1 /cmtt/m/it/10 41\OT1/cmtt/m/n/10 (20), 7167--7175, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 1308--1313 []\OT1/cmtt/m/n/10 Bialik, R. J., V. I. Nikora, M. Karpi^^Snski, and P. M. Rowi ^^Snski (2015), Diffusion of bedload particles in open-channel flows: distribut ion of travel times and second-order statistics of particle [] Underfull \hbox (badness 10000) in paragraph at lines 1316--1320 []\OT1/cmtt/m/n/10 Biedenharn, D. S., C. C. Watson, and C. R. Thorne (2008), \O T1/cmtt/m/it/10 Sedimentation Engineering: Processes, Measurements, Modeling, a nd Practice\OT1/cmtt/m/n/10 , chap. Fundamentals of Fluvial Geomorphology, pp. 355--386, American [] Underfull \hbox (badness 10000) in paragraph at lines 1323--1327 []\OT1/cmtt/m/n/10 Bijkerk, J. F., J. Veen, G. Postma, D. Mike!!e!!, W. Strien, and J. Vries (2014), The role of climate variation in delta architecture: less ons from analogue modelling, \OT1/cmtt/m/it/10 Basin Res\OT1/cmtt/m/n/10 , \OT1 /cmtt/m/it/10 26\OT1/cmtt/m/n/10 (3), 351--368, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 1330--1334 []\OT1/cmtt/m/n/10 Bijkerk, J. F., J. T. Eggenhuisen, I. A. Kane, N. Meijer, C. N. Waters, P. B. Wignall, and W. D. McCaffrey (2016), Fluvio-marine sediment p artitioning as a function of basin water depth, \OT1/cmtt/m/it/10 J Sediment Re s\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 1361--1365 []\OT1/cmtt/m/n/10 Bispen, G., K. R. Arun, M. Luk^^Sa^^Tcov^^Sa-Medvid'ov^^Sa, and S. Noelle (2014), Imex large time step finite volume methods for low froude number shallow water flows, \OT1/cmtt/m/it/10 Commun Comput Phys\OT1/cmtt/m/n/ 10 , \OT1/cmtt/m/it/10 16\OT1/cmtt/m/n/10 (2), 307{347, doi: [] [12] Underfull \hbox (badness 10000) in paragraph at lines 1367--1371 []\OT1/cmtt/m/n/10 Blanckaert, K. (2009), Saturation of curvature-induced secon dary flow, energy losses, and turbulence in sharp open-channel bends: Laborator y experiments, analysis, and modeling, \OT1/cmtt/m/it/10 J. Geophys. Res., Eart h [] Underfull \hbox (badness 10000) in paragraph at lines 1401--1406 []\OT1/cmtt/m/n/10 Blanckaert, K., M. G. Kleinhans, S. J. McLelland, W. S. J. U ijttewaal, B. J. Murphy, A. van de Kruijs, D. R. Parsons, and Q. Chen (2013), F low separation at the inner (convex) and outer (concave) banks of [] Underfull \hbox (badness 10000) in paragraph at lines 1412--1415 []\OT1/cmtt/m/n/10 Blevins, K. W. (1982), A comparison of the finite-difference methods for the solution of the transient heat conduction equation in inhomoge neous media, Master's thesis, Air Force Institute of Technology, [] Underfull \hbox (badness 10000) in paragraph at lines 1444--1448 []\OT1/cmtt/m/n/10 Blom, A., and V. Chavarr^^S^^Pas (2014), An analytical solut ion to river profile concavity and downstream fining, in \OT1/cmtt/m/it/10 Absr act presented at the 47th Fall Meeting of the AGU, San Francisco, CA, United St ates, [] Underfull \hbox (badness 10000) in paragraph at lines 1450--1454 []\OT1/cmtt/m/n/10 Blom, A., and M. Kleinhans (1999), Non-uniform sediment in m orphological equilibrium situations - Data report Sand Flume experiments 97/98, , \OT1/cmtt/m/it/10 resreport CiT 99R-002/MICS-001\OT1/cmtt/m/n/10 , Civil Engi neering and [] Underfull \hbox (badness 10000) in paragraph at lines 1456--1461 []\OT1/cmtt/m/n/10 Blom, A., and M. G. Kleinhans (2006), Modelling sorting over the lee face of individual bed forms, in \OT1/cmtt/m/it/10 Proceedings of the 3rd International Conference on Fluvial Hydraulics (River Flow), San Jos^^Se, C osta [] Underfull \hbox (badness 10000) in paragraph at lines 1469--1472 []\OT1/cmtt/m/n/10 Blom, A., J. S. Ribberink, and H. J. de Vriend (2003), Verti cal sorting in bed forms: Flume experiments with a natural and a trimodal sedim ent mixture, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/i t/10 39\OT1/cmtt/m/n/10 (2), 1025, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 1475--1479 []\OT1/cmtt/m/n/10 Blom, A., G. Parker, J. S. Ribberink, and H. J. de Vriend (2 006), Vertical sorting and the morphodynamics of bed-form-dominated rivers: An equilibrium sorting model, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT 1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 1482--1486 []\OT1/cmtt/m/n/10 Blom, A., J. S. Ribberink, and G. Parker (2008), Vertical so rting and the morphodynamics of bed form-dominated rivers: A sorting evolution model, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1 /cmtt/m/it/10 113\OT1/cmtt/m/n/10 (F1), F01,019, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 1489--1494 []\OT1/cmtt/m/n/10 Blom, A., E. Viparelli, and V. Chavarr^^S^^Pas (2015a), Grav el wedge progradation in sand-gravel laboratory experiments: New insights on th e gravel-sand transition, in \OT1/cmtt/m/it/10 Absract presented at the 48th Fa ll [] Underfull \hbox (badness 10000) in paragraph at lines 1497--1501 []\OT1/cmtt/m/n/10 Blom, A., E. Viparelli, and V. Chavarr^^S^^Pas (2015b), The role of size-selective transport and abrasion in river profile concavity and do wnstream fining under alluvial and equilibrium conditions, in \OT1/cmtt/m/it/10 Abstract [] Underfull \hbox (badness 10000) in paragraph at lines 1510--1514 []\OT1/cmtt/m/n/10 Blom, A., E. Viparelli, and V. Chavarr^^S^^Pas (2016b), Equi librium, quasi-equilibrium, and transient river longitudinal profiles, in \OT1/ cmtt/m/it/10 Proceedings of the 31st IUGG Conference on Mathematical Geophysics , Paris, [] Underfull \hbox (badness 10000) in paragraph at lines 1517--1521 []\OT1/cmtt/m/n/10 Blom, A., V. Chavarr^^S^^Pas, R. I. Ferguson, and E. Viparel li (2017a), Advance, retreat, and halt of abrupt gravel-sand transitions in all uvial rivers, \OT1/cmtt/m/it/10 Geophys Res Lett\OT1/cmtt/m/n/10 , \OT1/cmtt/m/ it/10 44\OT1/cmtt/m/n/10 (19), 9751--9760, doi:$\OT1/cmr/m/n/10 10 . 1002 / [] Underfull \hbox (badness 10000) in paragraph at lines 1524--1528 []\OT1/cmtt/m/n/10 Blom, A., L. Arkesteijn, V. Chavarr^^S^^Pas, and E. Viparell i (2017b), The equilibrium alluvial river under variable flow and its channel-f orming discharge, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/ n/10 , \OT1/cmtt/m/it/10 122\OT1/cmtt/m/n/10 (10), 1924--1948, [] [13] Underfull \hbox (badness 10000) in paragraph at lines 1531--1535 []\OT1/cmtt/m/n/10 Blom, A., V. Chavarr^^S^^Pas, and E. Viparelli (2017c), The dynamics of a gravel-sand transition, in \OT1/cmtt/m/it/10 10th Symposium on Ri ver, Coastal and Estuarine Morphodynamics, Trento-Padova, Italy 15--22 Septembe r\OT1/cmtt/m/n/10 , edited [] Underfull \hbox (badness 10000) in paragraph at lines 1538--1543 []\OT1/cmtt/m/n/10 Blom, A., L. Arkestijn, V. Chavarr^^S^^Pas, and E. Viparelli (2017d), Response of the alluvial river through adjustment of slope, surface t exture, and width, in \OT1/cmtt/m/it/10 Absract presented at the 50th Fall Meet ing of the [] Underfull \hbox (badness 10000) in paragraph at lines 1573--1583 []\OT1/cmtt/m/n/10 Bl^^?oschl, G., J. Hall, A. Viglione, R. A. P. Perdig~ao, J. Parajka, B. Merz, D. Lun, B. Arheimer, G. T. Aronica, A. Bilibashi, M. Boh^^Sa ^^Tc, O. Bonacci, M. Borga, I. []Canjevac, A. Castellarin, G. B. Chirico, [] Underfull \hbox (badness 10000) in paragraph at lines 1573--1583 \OT1/cmtt/m/n/10 P. Claps, N. Frolova, D. Ganora, L. Gorbachova, A. G^^?ul, J. Hannaford, S. Harrigan, M. Kireeva, A. Kiss, T. R. Kjeldsen, S. Kohnov^^Sa, J. J. Koskela, O. Ledvinka, N. Macdonald, M. Mavrova-Guirguinova, [] Underfull \hbox (badness 10000) in paragraph at lines 1573--1583 \OT1/cmtt/m/n/10 L. Mediero, R. Merz, P. Molnar, A. Montanari, C. Murphy, M. Os uch, V. Ovcharuk, I. Radevski, J. L. Salinas, E. Sauquet, M. []Sraj, J. Szolgay , E. Volpi, D. Wilson, K. Zaimi, and N. []Zivkovi^^Sc (2019), Changing [] Underfull \hbox (badness 10000) in paragraph at lines 1590--1594 []\OT1/cmtt/m/n/10 Boesch, D. F., M. N. Josselyn, A. J. Mehta, J. T. Morris, W. Nuttle, C. A. Simenstad, and D. J. P. Swift (1994), Scientific assessment of c oastal wetland loss, restoration and management in Louisiana, \OT1/cmtt/m/it/10 J [] Underfull \hbox (badness 10000) in paragraph at lines 1596--1600 []\OT1/cmtt/m/n/10 Bohorquez, P., and C. Ancey (2015), Stochastic-deterministic modeling of bed load transport in shallow water flow over erodible slope: Line ar stability analysis and numerical simulation, \OT1/cmtt/m/it/10 Adv Water Res our\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 1621--1625 []\OT1/cmtt/m/n/10 Bolla Pittaluga, M., N. Tambroni, A. Canestrelli, R. Slinger land, S. Lanzoni, and G. Seminara (2015a), Where river and tide meet: The morph odynamic equilibrium of alluvial estuaries, \OT1/cmtt/m/it/10 J. Geophys. Res., [] Underfull \hbox (badness 10000) in paragraph at lines 1629--1633 []\OT1/cmtt/m/n/10 Bolla Pittaluga, M., G. Coco, and M. G. Kleinhans (2015b), A unified framework for stability of channel bifurcations in gravel and sand flu vial systems, \OT1/cmtt/m/it/10 Geophys Res Lett\OT1/cmtt/m/n/10 , \OT1/cmtt/m/ it/10 42\OT1/cmtt/m/n/10 (18), 7521--7536, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 1658--1662 []\OT1/cmtt/m/n/10 Bonilla-Porras, J. A., A. Armanini, and A. Crosato (2021), E xtended einstein's parameters to include vegetation in existing bedload predict ors, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 152 \OT1/cmtt/m/n/10 , 103,928, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1 016 / j . [] Underfull \hbox (badness 10000) in paragraph at lines 1674--1678 []\OT1/cmtt/m/n/10 Booij, R., and J. G. S. Pennekamp (1983), Simulation of main flow and secondary flow in a curved open channel, \OT1/cmtt/m/it/10 Tech. Rep. 10-83\OT1/cmtt/m/n/10 , Laboratory of Fluid Mechanics, Faculty of Civil Engine ering and Geosciences, [] Underfull \hbox (badness 10000) in paragraph at lines 1680--1685 []\OT1/cmtt/m/n/10 Booij, R., and J. G. S. Pennekamp (1984), Measurements of th e rate of adjustement of the secondary flow in a curved open channel with varyi ng discharge, \OT1/cmtt/m/it/10 Tech. Rep. 15-84\OT1/cmtt/m/n/10 , Laboratory o f Fluid Mechanics, [] Underfull \hbox (badness 10000) in paragraph at lines 1708--1712 []\OT1/cmtt/m/n/10 Borah, D. K. (1988), Discussion of ``armoring and sorting si mulation in alluvial rivers'' by m. fazle karim and forrest m. holly, jr. (augu st, 1986, vol. 112, no. 8), \OT1/cmtt/m/it/10 Journal of Hydraulic Engineering\ OT1/cmtt/m/n/10 , [] [14] Underfull \hbox (badness 10000) in paragraph at lines 1779--1782 []\OT1/cmtt/m/n/10 Borsboom, M. (2019), Design of an improved numerical impleme ntation for the exner equation. version 0.3 with adaptations based on the revie w by victor chavarrias., \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , Deltare s, Delft, the [] Overfull \hbox (98.56496pt too wide) in paragraph at lines 1784--1788 []\OT1/cmtt/m/n/10 Borsboom, M. (2019-05-19), About fully implicit time integra tion and nonlinear iterative solvers (per steady state or per time step), \OT1/ cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , Deltares, Delft, the Netherlands, abo utimpltimeint&itersolvers-update[]2019.ppt. [] Underfull \hbox (badness 10000) in paragraph at lines 1800--1805 []\OT1/cmtt/m/n/10 Borsboom, M. (2021a), Design of an improved numerical implem entation of the exner equation.2d extention, d elft 3d-like time integration, n umerical determination of jacobian, and suggestion for [] Underfull \hbox (badness 10000) in paragraph at lines 1826--1829 []\OT1/cmtt/m/n/10 Borsboom, M., M. Genseberger, B. van 't Hof, and E. Spee (20 14), Domain decomposition in shallow-water modelling for practical flow applica tions, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , W.L. | Delft Hydraulics L aboratory, Delft, the [] Underfull \hbox (badness 10000) in paragraph at lines 1841--1847 []\OT1/cmtt/m/n/10 Bosch, T. (2014), Dutch water management in an era of revolu tion, restoration and the advance of Liberalism, 1795--1850, in \OT1/cmtt/m/it/ 10 Two Centuries of Experience in Water Resources Management. A Dutch-U.S. [] Underfull \hbox (badness 10000) in paragraph at lines 1841--1847 \OT1/cmtt/m/it/10 Retrospective\OT1/cmtt/m/n/10 , edited by J. Lonnquest, B. To ussaint, J. Joe Manous, and M. Ertsen, chap. 2, pp. 11--49, Institute for Water Resources, US Army Corps of Engineers and Rijkswaterstaat, Ministry of [] Underfull \hbox (badness 10000) in paragraph at lines 1866--1870 []\OT1/cmtt/m/n/10 Bouchut, F., J. Delgado-S^^Sanchez, E. Fern^^Sandez-Nieto, A . Mangeney, and G. Narbona-Reina (2022), A bed pressure correction of the frict ion term for depth-averaged granular flow models, \OT1/cmtt/m/it/10 Appl Math M odel\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 106\OT1/cmtt/m/n/10 , [] [15] Underfull \hbox (badness 10000) in paragraph at lines 1893--1897 []\OT1/cmtt/m/n/10 Boyer, J., C. Duvail, P. L. Strat, B. Gensous, and M. Tesson (2005), High resolution stratigraphy and evolution of the Rh^one delta plain d uring Postglacial time, from subsurface drilling data bank, \OT1/cmtt/m/it/10 M ar [] Underfull \hbox (badness 10000) in paragraph at lines 1900--1904 []\OT1/cmtt/m/n/10 Braat, L., T. van Kessel, J. R. F. W. Leuven, and M. G. Klei nhans (2017), Effects of mud supply on large-scale estuary morphology and devel opment over centuries to millennia, \OT1/cmtt/m/it/10 Earth Surf Dyn\OT1/cmtt/m /n/10 , \OT1/cmtt/m/it/10 5\OT1/cmtt/m/n/10 (4), [] Underfull \hbox (badness 10000) in paragraph at lines 1907--1911 []\OT1/cmtt/m/n/10 Braat, L., J. R. F. W. Leuven, I. R. Lokhorst, and M. G. Kle inhans (2019), Effects of estuarine mudflat formation on tidal prism and large- scale morphology in experiments, \OT1/cmtt/m/it/10 Earth Surf Proc Land\OT1/cmt t/m/n/10 , \OT1/cmtt/m/it/10 44\OT1/cmtt/m/n/10 (2), [] Underfull \hbox (badness 10000) in paragraph at lines 1934--1939 []\OT1/cmtt/m/n/10 Brakenhoff, L., R. Schrijvershof, J. van der Werf, B. Grasme ijer, G. Ruessink, and M. van der Vegt (2020), From ripples to large-scale sand transport: The effects of bedform-related roughness on [] Underfull \hbox (badness 10000) in paragraph at lines 1942--1946 []\OT1/cmtt/m/n/10 Bravard, J.-P., G. M. Kondolf, and H. Pi^^Segay (1999), Envi ronmental and societal effects of river incision and remedial strategies, in \O T1/cmtt/m/it/10 Incised River Channels\OT1/cmtt/m/n/10 , edited by A. Simon and S. E. Darby, pp. [] Underfull \hbox (badness 10000) in paragraph at lines 1960--1964 []\OT1/cmtt/m/n/10 Breda, A., D. Mellere, and F. Massari (2007), Facies and pro cesses in a Gilbert-delta-filled incised valley (Pliocene of Ventimiglia, NW It aly), \OT1/cmtt/m/it/10 Sediment Geol\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 200\O T1/cmtt/m/n/10 (1-2), 31--55, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . sedgeo . 200 7 . 02 . [] Underfull \hbox (badness 10000) in paragraph at lines 1967--1971 []\OT1/cmtt/m/n/10 Breda, A., D. Mellere, F. Massari, and A. Asioli (2009), Ver tically stacked Gilbert-type deltas of Ventimiglia (NW Italy): The Pliocene rec ord of an overfilled Messinian incised valley, \OT1/cmtt/m/it/10 Sediment Geol\ OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 1978--1982 []\OT1/cmtt/m/n/10 Bressan, A. (2011), Hyperbolic conservation laws, in \OT1/cm tt/m/it/10 Mathematics of Complexity and Dynamical Systems\OT1/cmtt/m/n/10 , ed ited by R. A. Meyers, chap. 44, pp. 729--739, Springer, New York, NY, United St ates, doi:$\OT1/cmr/m/n/10 10 . 1007 / [] Underfull \hbox (badness 10000) in paragraph at lines 2014--2018 []\OT1/cmtt/m/n/10 Brevis, W., M. Garc^^S^^Pa-Villalba, and Y. Ni~no (2014), Ex perimental and large eddy simulation study of the flow developed by a sequence of lateral obstacles, \OT1/cmtt/m/it/10 Environmental Fluid Mechanics\OT1/cmtt/ m/n/10 , \OT1/cmtt/m/it/10 14\OT1/cmtt/m/n/10 (4), 873--893, [] [16] Underfull \hbox (badness 10000) in paragraph at lines 2057--2061 []\OT1/cmtt/m/n/10 ten Brinke, W. B. M., A. W. E. Wilbers, and C. Wesseling (19 99), Dune growth, decay and migration rates during a large-magnitude flood at a sand and mixed sand-gravel bed in the dutch rhine river system, [] Underfull \hbox (badness 10000) in paragraph at lines 2063--2067 []\OT1/cmtt/m/n/10 Brock, R. R. (1967), Development of roll waves in open chann els, \OT1/cmtt/m/it/10 Tech. Rep. KH-R-16\OT1/cmtt/m/n/10 , W. M. Keck Laborato ry of Hydraulics and Water Resources, Division of Engineering and Applied Scien ce California [] Underfull \hbox (badness 10000) in paragraph at lines 2084--2089 []\OT1/cmtt/m/n/10 Brown, A. G., L. Lespez, D. A. Sear, J.-J. Macaire, P. Hoube n, K. Klimek, R. E. Brazier, K. V. Oost, and B. Pears (2018), Natural vs anthro pogenic streams in europe: History, ecology and implications for [] Underfull \hbox (badness 10000) in paragraph at lines 2108--2113 []\OT1/cmtt/m/n/10 de Bruijn, K. M., F. L. M. Diermanse, O. M. Weiler, J. S. De Jong, and M. Haasnoot (2022), Protecting the rhine-meuse delta against sea lev el rise: What to do with the river's discharge?, \OT1/cmtt/m/it/10 Journal of F lood [] Underfull \hbox (badness 10000) in paragraph at lines 2135--2139 []\OT1/cmtt/m/n/10 Buffington, J. M., and D. R. Montgomery (1997), A systematic analysis of eight decades of incipient motion studies, with special reference to gravel-bedded rivers, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \ OT1/cmtt/m/it/10 33\OT1/cmtt/m/n/10 (8), 1993--2029, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 2146--2150 []\OT1/cmtt/m/n/10 Bui, L. H. N., and L. T. Bui (2020), Modelling bank erosion dependence on natural and anthropogenic factors | case study of ganh hao estuar y, bac lieu - ca mau, vietnam, \OT1/cmtt/m/it/10 Environmental Technology & [] Underfull \hbox (badness 10000) in paragraph at lines 2159--2163 []\OT1/cmtt/m/n/10 Buijse, T., G. Geerling, C. Chrzanowski, M. Dorenbosch, and B. Peters (2019b), Natuurvriendelijke oevers langs de Maas toestand en trend na 10 jaar ontwikkeling, \OT1/cmtt/m/it/10 rapport\OT1/cmtt/m/n/10 , Deltares, Bu reau Drift and Bureau [] Underfull \hbox (badness 10000) in paragraph at lines 2165--2169 []\OT1/cmtt/m/n/10 Bulle, H. (1926), Untersuchungen ^^?uber die Geschiebeableit ung bei der Spaltung von Wasserl^^?aufen: Modellversuche aus dem Flussbaulabora toriumder Technischen Hochschule zu Karlsruhe, \OT1/cmtt/m/it/10 VDI Verlag, Be rlin.\OT1/cmtt/m/n/10 , (in [] Underfull \hbox (badness 10000) in paragraph at lines 2172--2176 []\OT1/cmtt/m/n/10 Bunte, K., S. R. Abt, K. W. Swingle, D. A. Cenderelli, and J . M. Schneider (2013), Critical shields values in coarse-bedded steep streams, \OT1/cmtt/m/it/10 Water Resources Research\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 49\OT1/cmtt/m/n/10 (11), 7427--7447, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . [] Underfull \hbox (badness 10000) in paragraph at lines 2178--2180 []\OT1/cmtt/m/n/10 Burgdorffer, M. (1993), Sedimenttransportmetingen in de Maas te Eijsden en Maaseik Januari 1991, \OT1/cmtt/m/it/10 Tech. Rep. C14124-10\OT1 /cmtt/m/n/10 , Institute of Inland Water Management and Waste Water Treatment ( RIZA), Arnhem, the [] Underfull \hbox (badness 10000) in paragraph at lines 2182--2186 []\OT1/cmtt/m/n/10 Burge, L. M. (2006), Stability, morphology and surface grain size patterns of channel bifurcation in gravel-cobble bedded anabranching rive rs, \OT1/cmtt/m/it/10 Earth Surf Process Landf\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it /10 31\OT1/cmtt/m/n/10 (10), 1211--1226, doi:$\OT1/cmr/m/n/10 10 . 1002 / esp . [] [17] Underfull \hbox (badness 10000) in paragraph at lines 2223--2227 []\OT1/cmtt/m/n/10 Buwalda, F. J. L., E. De Goede, M. Knepfl^^Se, and C. Vuik ( 2023), Comparison of an explicit and implicit time integration method on gpus f or shallow water flows on structured grids, \OT1/cmtt/m/it/10 Water\OT1/cmtt/m/ n/10 , \OT1/cmtt/m/it/10 15\OT1/cmtt/m/n/10 (6), doi: [] Underfull \hbox (badness 10000) in paragraph at lines 2230--2235 []\OT1/cmtt/m/n/10 Cai, S., Z. Wang, F. Fuest, Y. J. Jeon, C. Gray, and G. E. K arniadakis (2021), Flow over an espresso cup: inferring 3-d velocity and pressu re fields from tomographic background oriented schlieren via [] Underfull \hbox (badness 10000) in paragraph at lines 2238--2242 []\OT1/cmtt/m/n/10 Call, B. C., P. Belmont, J. C. Schmidt, and P. R. Wilcock (2 017), Changes in floodplain inundation under nonstationary hydrology for an adj ustable, alluvial river channel, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/ n/10 , \OT1/cmtt/m/it/10 53\OT1/cmtt/m/n/10 (5), [] Underfull \hbox (badness 10000) in paragraph at lines 2261--2266 []\OT1/cmtt/m/n/10 Canestrelli, A., A. Siviglia, M. Dumbser, and E. F. Toro (20 09), Well-balanced high-order centred schemes for non-conservative hyperbolic s ystems. applications to shallow water equations with fixed and [] Underfull \hbox (badness 10000) in paragraph at lines 2269--2274 []\OT1/cmtt/m/n/10 Canestrelli, A., M. Dumbser, A. Siviglia, and E. F. Toro (20 10), Well-balanced high-order centered schemes on unstructured meshes for shall ow water equations with fixed and mobile bed, \OT1/cmtt/m/it/10 Adv Water Resou r\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 2277--2282 []\OT1/cmtt/m/n/10 Canestrelli, A., S. Fagherazzi, and S. Lanzoni (2012), A mas s-conservative centered finite volume model for solving two-dimensional two-lay er shallow water equations for fluid mud propagation over varying [] Underfull \hbox (badness 10000) in paragraph at lines 2285--2289 []\OT1/cmtt/m/n/10 Canestrelli, A., A. Spruyt, B. Jagers, R. Slingerland, and M . Borsboom (2016), A mass-conservative staggered immersed boundary model for so lving the shallow water equations on complex geometries, \OT1/cmtt/m/it/10 Int J [] Underfull \hbox (badness 10000) in paragraph at lines 2291--2295 []\OT1/cmtt/m/n/10 Cao, Z., and P. A. Carling (2002a), Mathematical modelling o f alluvial rivers: Reality and myth. Part 1: General review, \OT1/cmtt/m/it/10 Proceedings of the Institution of Civil Engineers Water & Maritime Engineering\ OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 2297--2301 []\OT1/cmtt/m/n/10 Cao, Z., and P. A. Carling (2002b), Mathematical modelling o f alluvial rivers: Reality and myth. Part 2: Special issues, \OT1/cmtt/m/it/10 Proceedings of the Institution of Civil Engineers Water & Maritime Engineering\ OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 2308--2312 []\OT1/cmtt/m/n/10 Cao, Z., R. Day, and S. Egashira (2002), Coupled and decoupl ed numerical modeling of flow and morphological evolution in alluvial rivers, \ OT1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 128\OT1/c mtt/m/n/10 (3), 306--321, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) 0733-[]9429( 2002 ) [] Underfull \hbox (badness 10000) in paragraph at lines 2320--2324 []\OT1/cmtt/m/n/10 Cao, Z., P. Hu, and G. Pender (2011), Multiple time scales o f fluvial processes with bed load sediment and implications for mathematical mo deling, \OT1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 137\OT1/cmtt/m/n/10 (3), 267--276, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) HY . [] Underfull \hbox (badness 10000) in paragraph at lines 2337--2341 []\OT1/cmtt/m/n/10 Caponi, F., A. Koch, W. Bertoldi, D. F. Vetsch, and A. Sivig lia (2019), When does vegetation establish on gravel bars? observations and mod eling in the alpine rhine river, \OT1/cmtt/m/it/10 Front. Environ. Sci.\OT1/cmt t/m/n/10 , \OT1/cmtt/m/it/10 7\OT1/cmtt/m/n/10 , doi: [] Underfull \hbox (badness 10000) in paragraph at lines 2348--2352 []\OT1/cmtt/m/n/10 Carling, G^^?olz, Orr, and Radecki-Pawlik (2000a), The morph odynamics of fluvial sand dunes in the River Rhine, near Mainz, Germany. I. Sed imentology and morphology, \OT1/cmtt/m/it/10 Sedimentology\OT1/cmtt/m/n/10 , \O T1/cmtt/m/it/10 47\OT1/cmtt/m/n/10 (1), 227--252, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 2355--2359 []\OT1/cmtt/m/n/10 Carling, Williams, G^^?oz, and Kelsey (2000b), The morphodyn amics of fluvial sand dunes in the River Rhine, near Mainz, Germany. II. Hydrod ynamics and sediment transport, \OT1/cmtt/m/it/10 Sedimentology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 47\OT1/cmtt/m/n/10 (1), 253--278, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 2371--2375 []\OT1/cmtt/m/n/10 Carling, P. A., K. Richardson, and H. Ikeda (2005), A flume experiment on the development of subaqueous fine-gravel dunes from a lower-stag e plane bed, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 110\OT1/cmtt/m/n/10 (F4), F04S05, [] Underfull \hbox (badness 10000) in paragraph at lines 2378--2382 []\OT1/cmtt/m/n/10 Carniello, L., A. Defina, and L. D'Alpaos (2012), Modeling s and-mud transport induced by tidal currents and wind waves in shallow microtida l basins: Application to the Venice Lagoon (Italy), \OT1/cmtt/m/it/10 Estuarine [] [18] Underfull \hbox (badness 10000) in paragraph at lines 2385--2389 []\OT1/cmtt/m/n/10 Carraro, F., A. Valiani, and V. Caleffi (2018a), Efficient a nalytical implementation of the DOT riemann solver for the de Saint Venant-Exne r morphodynamic model, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , \OT 1/cmtt/m/it/10 113\OT1/cmtt/m/n/10 , 189--201, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 2392--2396 []\OT1/cmtt/m/n/10 Carraro, F., D. Vanzo, V. Caleffi, A. Valiani, and A. Sivigl ia (2018b), Mathematical study of linear morphodynamic acceleration and derivat ion of the MASSPEED approach, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/1 0 , \OT1/cmtt/m/it/10 117\OT1/cmtt/m/n/10 , 40--52, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 2404--2408 []\OT1/cmtt/m/n/10 Carrillo, J. M., J. Matos, and R. Lopes (2020), Numerical mo deling of free and submerged labyrinth weir flow for a large sidewall angle, \O T1/cmtt/m/it/10 Environmental Fluid Mechanics\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/ 10 20\OT1/cmtt/m/n/10 (2), 357--374, doi:$\OT1/cmr/m/n/10 10 . 1007 / [] Underfull \hbox (badness 10000) in paragraph at lines 2415--2418 []\OT1/cmtt/m/n/10 Caruso, A., R. Vesipa, C. Camporeale, L. Ridolfi, and P. J. Schmid (2016), River bedform inception by flow unsteadiness: A modal and nonmod al analysis, \OT1/cmtt/m/it/10 Phys Rev E\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 9 3\OT1/cmtt/m/n/10 , 053,110, doi:$\OT1/cmr/m/n/10 10 . 1103 / PhysRevE . 93 . [] LaTeX Font Info: Trying to load font information for TS1+cmtt on input line 2429. (C:\Users\ottevan\AppData\Local\Programs\MiKTeX\tex/latex/base\ts1cmtt.fd File: ts1cmtt.fd 2023/04/13 v2.5m Standard LaTeX font definitions ) Underfull \hbox (badness 10000) in paragraph at lines 2426--2431 []\OT1/cmtt/m/n/10 Castro, M., J. Mac^^S^^Pas, and C. Par^^Ses (2001), A Q-sche me for a class of systems of coupled conservation laws with source term. applic ation to a two-layer 1-d shallow water system, \OT1/cmtt/m/it/10 ESAIM: Mathema tical [] Underfull \hbox (badness 10000) in paragraph at lines 2434--2439 []\OT1/cmtt/m/n/10 Castro, M. J., E. D. Fern^^Sandez-Nieto, A. M. Ferreiro, J. A. Garc^^S^^Pa-Rodr^^S^^Pguez, and C. Par^^Ses (2009), High order extensions of Roe schemes for two-dimensional nonconservative hyperbolic systems, \OT1/cmtt/ m/it/10 J Sci Comput\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 2449--2453 []\OT1/cmtt/m/n/10 Castro D^^S^^Paz, M. J., E. D. Fern^^Sandez Nieto, J. M. Gon z^^Salez Vida, and C. Par^^Ses Madro~nal (2011), Numerical treatment of the los s of hyperbolicity of the two-layer shallow-water system, \OT1/cmtt/m/it/10 J S ci Comput\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 48\OT1/cmtt/m/n/10 (1-3), [] Underfull \hbox (badness 10000) in paragraph at lines 2467--2471 []\OT1/cmtt/m/n/10 Causon, D. M., D. M. Ingram, C. G. Mingham, G. Yang, and R. V. Pearson (2000), Calculation of shallow water flows using a cartesian cut cel l approach, \OT1/cmtt/m/it/10 Advances in Water Resources\OT1/cmtt/m/n/10 , \OT 1/cmtt/m/it/10 23\OT1/cmtt/m/n/10 (5), 545--562, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 2478--2482 []\OT1/cmtt/m/n/10 Caviedes-Voullime, D., P. Garc^^S^^P-a-Navarro, and J. Muril lo (2012), Influence of mesh structure on 2d full shallow water equations and s cs curve number simulation of rainfall/runoff events, \OT1/cmtt/m/it/10 J Hydro l\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 448-449\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 2493--2497 []\OT1/cmtt/m/n/10 Chalons, C., and A. Del Grosso (), Exploring different possi bilities for second-order well-balanced lagrange-projection numerical schemes a pplied to shallow water exner equations, \OT1/cmtt/m/it/10 Int J Numer Meth Fl\ OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 2505--2509 []\OT1/cmtt/m/n/10 Chang, W.-Y., G. Constantinescu, and W. F. Tsai (2017), On t he flow and coherent structures generated by a circular array of rigid emerged cylinders placed in an open channel with flat and deformed bed, \OT1/cmtt/m/it/ 10 J [] Underfull \hbox (badness 10000) in paragraph at lines 2537--2541 []\OT1/cmtt/m/n/10 Chatanantavet, P., E. Lajeunesse, G. Parker, L. Malverti, an d P. Meunier (2010), Physically based model of downstream fining in bedrock str eams with lateral input, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \ OT1/cmtt/m/it/10 46\OT1/cmtt/m/n/10 (2), W02,518, doi: [] [19] Underfull \hbox (badness 10000) in paragraph at lines 2633--2638 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., and A. Blom (2019), Modelling degradati onal rivers, in \OT1/cmtt/m/it/10 Proceedings of the NCR days, Utrecht, the Net herlands, 31 January--1 February\OT1/cmtt/m/n/10 , edited by E. Stouthamer, H. Middelkoop, M. Kleinhans, [] Underfull \hbox (badness 10000) in paragraph at lines 2645--2649 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., and B. Jagers (2023), Implementation of an implicit 1d scheme in Delft3D FM, in \OT1/cmtt/m/it/10 NCR DAYS 2023 | Towa rds 2048: the next 25 years of river studies\OT1/cmtt/m/n/10 , edited by W. Ver berk, F. Collas, [] Underfull \hbox (badness 10000) in paragraph at lines 2657--2661 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., and W. Ottevanger (2019), Morphological development of the bifurcation at pannerden: Measurements, simulations and imp roving of graded-sediment modelling, \OT1/cmtt/m/it/10 Tech. Rep. 11203682-007- ZWS-0005\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 2667--2671 []\OT1/cmtt/m/n/10 Chavarrias, V., and W. Ottevanger (2021), Modelling morphody namics in the presence of immobile sediment: Model testing and sensitivity anal ysis, \OT1/cmtt/m/it/10 Tech. Rep. 11206793-014-ZWS-0002\OT1/cmtt/m/n/10 , Delt ares, Delft, the [] Underfull \hbox (badness 10000) in paragraph at lines 2678--2682 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., and W (2017), A strategy to avoid ill-p osedness in mixed sediment morphodynamics, in \OT1/cmtt/m/it/10 10th Symposium on River, Coastal and Estuarine Morphodynamics, Trento-Padova, Italy 15--22 Sep tember\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 2685--2689 []\OT1/cmtt/m/n/10 Chavarrias, V., A. van Dongeren, H. Kernkamp, W. Ottevanger, and M. F. M. Yossef (), Flow in river bends: 3d and 2d modelling, in \OT1/cmtt /m/it/10 River Flow 2020: Proceedings of the 10th Conference on Fluvial Hydraul ics [] Underfull \hbox (badness 10000) in paragraph at lines 2698--2704 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., A. Blom, C. Orr^^Su, and E. Viparelli ( 2013a), Laboratory experiment of a mixed-sediment gilbert delta under varying b ase level, in \OT1/cmtt/m/it/10 Proceedings of the 8th Symposium on River, Coas tal and [] Underfull \hbox (badness 10000) in paragraph at lines 2707--2712 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., A. Blom, C. Orr^^Su, E. Viparelli, and J. P. Mart^^S^^Pn-Vide (2013b), Streamwise variation in stratigraphy in a labor atory Gilbert delta in response to a varying base level, in \OT1/cmtt/m/it/10 P roceedings of the [] Underfull \hbox (badness 10000) in paragraph at lines 2715--2720 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., G. Stecca, E. Viparelli, and A. Blom (2 014a), Ellipticity in modelling mixed sediment river morphodynamics, in \OT1/cm tt/m/it/10 Proceedings of the NCR days, Enschede, the Netherlands, 2--3 October \OT1/cmtt/m/n/10 , edited [] Underfull \hbox (badness 10000) in paragraph at lines 2723--2728 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., E. Viparelli, and A. Blom (2014b), Size stratification in a laboratory Gilbert delta due to a varying base level: Meas urement, and numerical modelling., in \OT1/cmtt/m/it/10 Absract presented at th e 47th [] [20] Underfull \hbox (badness 10000) in paragraph at lines 2731--2736 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., C. Orr^^Su, E. Viparelli, J. P. Mart^^S ^^Pn-Vide, and A. Blom (2014c), Size stratification in a Gilbert delta due to a varying base level: flume experiments, in \OT1/cmtt/m/it/10 Proceedings of the EGU General [] Underfull \hbox (badness 10000) in paragraph at lines 2739--2743 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., G. Stecca, A. Siviglia, and A. Blom (20 15a), Ellipticity of the saint-venant-hirano model for mixed-sediment river mor phodynamics, in \OT1/cmtt/m/it/10 Proceedings of the 9th symposium of River, Co astal, and [] Underfull \hbox (badness 10000) in paragraph at lines 2746--2752 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., G. Stecca, A. Siviglia, R. J. Labeur, a nd A. Blom (2015b), Limitations when modelling mixed-sediment river morphodynam ics, in \OT1/cmtt/m/it/10 Proceedings of the NCR days, Nijmegen, the Netherland s, 1--2 [] Underfull \hbox (badness 10000) in paragraph at lines 2761--2767 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., W. Ottevanger, R. J. Labeur, and A. Blo m (2017), Ill-posedness in modelling 2d river morphodynamics, in \OT1/cmtt/m/it /10 Proceedings of the NCR days, Wageningen, the Netherlands, 1--3 February\OT1 /cmtt/m/n/10 , edited by [] Underfull \hbox (badness 10000) in paragraph at lines 2776--2780 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., W. Ottevanger, R. Schielen, and A. Blom (2018b), Ill-posedness in 2D mixed sediment river morphodynamics, \OT1/cmtt/m/ it/10 Tech. Rep. RWS 4500268550, TUD 17363\OT1/cmtt/m/n/10 , Delft University o f Technology, Delft, the [] Underfull \hbox (badness 10000) in paragraph at lines 2783--2787 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., B. Astrid, O. Clara, M.-V. J. Pedro, an d V. Enrica (2018c), A sand-gravel gilbert delta subject to base level change, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m /it/10 123\OT1/cmtt/m/n/10 (5), 1160--1179, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 2790--2796 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., G. Stecca, R. J. Labeur, and A. Blom (2 018d), A well-posed model for mixed-sediment river morphodynamics, in \OT1/cmtt /m/it/10 Proceedings of the 9th International Conference on Fluvial Hydraulics (River [] Underfull \hbox (badness 10000) in paragraph at lines 2799--2805 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., W. Ottevanger, R. M. J. Schielen, and A . Blom (2018e), Secondary flow and bed slope effects contributing to ill-posedn ess in river modelling, in \OT1/cmtt/m/it/10 Proceedings of the NCR days, Delft , the [] Underfull \hbox (badness 10000) in paragraph at lines 2808--2812 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., R. Schielen, W. Ottevanger, and A. Blom (2019a), Ill posedness in modelling two-dimensional morphodynamic problems: Ef fects of bed slope and secondary flow, \OT1/cmtt/m/it/10 J Fluid Mech\OT1/cmtt/ m/n/10 , \OT1/cmtt/m/it/10 868\OT1/cmtt/m/n/10 , 461--500, [] Underfull \hbox (badness 10000) in paragraph at lines 2822--2826 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., W. Ottevanger, R. Schielen, and A. Blom (2019c), A well-posed model for 2d mixed-size sediment morphodynamics, in \OT1 /cmtt/m/it/10 11th Symposium on River, Coastal and Estuarine Morphodynamics, Au ckland, [] Underfull \hbox (badness 10000) in paragraph at lines 2829--2833 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., F. Platzek, and M. Yossef (2019d), Labo ratory experiment for submerged groynes: results from preliminary numerical sim ulations, \OT1/cmtt/m/it/10 Tech. Rep. 11203682-005\OT1/cmtt/m/n/10 , Deltares, Delft, the Netherlands, [] Underfull \hbox (badness 10000) in paragraph at lines 2836--2840 []\OT1/cmtt/m/n/10 Chavarrias, V., S. Giri, and K. Sloff (2020), Hydraulics and environmental modelling application for large scaleriver system: II modelling cascade system of tenryuu river (subproject b3 & b4), \OT1/cmtt/m/it/10 Tech. R ep. [] Underfull \hbox (badness 10000) in paragraph at lines 2843--2847 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., W. Ottevanger, and E. Mosselman (2020a) , Morphodynamic modelling over alluvial and non-alluvial layers. literature rev iew, update to Tuijnder concept, \OT1/cmtt/m/it/10 Tech. Rep. 11205235-016-ZWS- 0006[]v0.1\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 2857--2863 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., W. Ottevanger, K. Sloff, and E. Mosselm an (2021a), Modelling morphodynamic changes over fixed layers, in \OT1/cmtt/m/i t/10 Proceedings of the NCR days, Enschede, the Netherlands, 11--12 February\OT 1/cmtt/m/n/10 , edited by [] Underfull \hbox (badness 10000) in paragraph at lines 2878--2885 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., E. de Goede, B. Jagers, W. Ottevanger, J. Reyns, and P. K. Tonnon (2022), Quantification of accuracy in morphodynamic modelling, in \OT1/cmtt/m/it/10 Proceedings of the NCR days, Delft, the Netherl ands, [] Underfull \hbox (badness 10000) in paragraph at lines 2878--2885 \OT1/cmtt/m/it/10 13--14 April\OT1/cmtt/m/n/10 , edited by A. Blom, L. M. Stanc anelli, J. A. Dercksen, C. Y. Arb^^Sos, M. K. Chowdhury, S. M. Ahrendt, C. Picc oli, K. Sloff, J. H. Slinger, and R. M. J. Schielen, 49-2022, pp. 86--87, [] Underfull \hbox (badness 10000) in paragraph at lines 2888--2892 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., W. Ottevanger, K. Sloff, and E. Mosselm an (2022), Modelling morphodynamic development in the presence of immobile sedi ment, \OT1/cmtt/m/it/10 Geomorphology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 410\O T1/cmtt/m/n/10 , 108,290, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 101 6 / j . geomorph . [] Underfull \hbox (badness 10000) in paragraph at lines 2901--2905 []\OT1/cmtt/m/n/10 Chavarr^^S^^Pas, V., L. Arkesteijn, and A. Blom (2019), A we ll-posed alternative to the Hirano active layer model for rivers with mixed-siz e sediment, \OT1/cmtt/m/it/10 Journal of Geophysical Research: Earth Surface\OT 1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 124\OT1/cmtt/m/n/10 (11), [] [21] Underfull \hbox (badness 10000) in paragraph at lines 2942--2946 []\OT1/cmtt/m/n/10 Chen, S.-C., C.-N. Yang, and C.-Y. Tsou (2017), Bedform deve lopment and its effect on bed stabilization and sediment transport based on a f lume experiment with non-uniform sediment, \OT1/cmtt/m/it/10 Int J Sediment Res \OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 2962--2966 []\OT1/cmtt/m/n/10 Cheviron, B., and R. Moussa (2016), Determinants of modellin g choices for 1-d free-surface flow and morphodynamics in hydrology and hydraul ics: a review, \OT1/cmtt/m/it/10 Hydrol Earth Syst Sci\OT1/cmtt/m/n/10 , \OT1/c mtt/m/it/10 20\OT1/cmtt/m/n/10 (9), 3799--3830, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 3026--3031 []\OT1/cmtt/m/n/10 Chowdhury, M. K., A. Blom, C. Ylla Arb^^Sos, M. C. Verbeek, M. H. I. Schropp, and R. M. J. Schielen (2023), Semicentennial response of a bi furcation region in an engineered river to peak flows and human [] Underfull \hbox (badness 10000) in paragraph at lines 3039--3043 []\OT1/cmtt/m/n/10 Chrzanowski, C., M. Weeber, G. Geerling, T. Buijse, M. Doren bosch, and B. Peters (2019), Achtergrondrapport 'Natuurvriendelijke oevers lang s de Maas: toestand en trend na 10 jaar ontwikkeling', \OT1/cmtt/m/it/10 rappor t\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 3060--3064 []\OT1/cmtt/m/n/10 Church, M. (2015), Channel stability: Morphodynamics and the morphology of rivers, in \OT1/cmtt/m/it/10 Rivers - physical, fluvial and envi ronmental processes\OT1/cmtt/m/n/10 , edited by A. Radecki-Pawlik and P. Rowi^^ Snski, chap. 12, pp. [] Underfull \hbox (badness 10000) in paragraph at lines 3071--3075 []\OT1/cmtt/m/n/10 Church, M., and D. Ham (2004), Atlas of the alluvial gravel- bed reach of Fraser River in the Lower Mainland, \OT1/cmtt/m/it/10 Tech. rep.\O T1/cmtt/m/n/10 , Department of Geography, The University of British Columbia, V ancouver, British [] [22] Underfull \hbox (badness 10000) in paragraph at lines 3102--3107 []\OT1/cmtt/m/n/10 Clare, M. C., S. C. Kramer, C. J. Cotter, and M. D. Piggott (2022), Calibration, inversion and sensitivity analysis for hydro-morphodynamic models through the application of adjoint methods, \OT1/cmtt/m/it/10 Computers & [] Underfull \hbox (badness 10000) in paragraph at lines 3118--3122 []\OT1/cmtt/m/n/10 Colebrook, C. F. (1939), Turbulent flow in pipes, wtih parti cular reference to the transition region between the smooth and rough pipe laws , \OT1/cmtt/m/it/10 Journal of the Institution of Civil Engineers\OT1/cmtt/m/n/ 10 , \OT1/cmtt/m/it/10 11\OT1/cmtt/m/n/10 (4), 133--156, [] Underfull \hbox (badness 10000) in paragraph at lines 3131--3136 []\OT1/cmtt/m/n/10 Colina Alonso, A., R. van Weerdenburg, B. van Maren, and Y. Huismans (2020), Modelling sand-mud interaction in delft3d: Investigation of sa nd-mud modules in delft3d and delft3d-fm, \OT1/cmtt/m/it/10 techreport [] Underfull \hbox (badness 10000) in paragraph at lines 3140--3145 []\OT1/cmtt/m/n/10 Colina Alonso, A., D. S. van Maren, P. M. J. Herman, R. J. A . van Weerdenburg, Y. Huismans, S. J. Holthuijsen, L. L. Govers, A. I. Bijlevel d, and Z. B. Wang (2022), The existence and origin of multiple [] Underfull \hbox (badness 10000) in paragraph at lines 3154--3162 []\OT1/cmtt/m/n/10 Collas, F. P. L., N. Y. Flores, R. van Aalderen, F. Bosman, M. M. Schoor, L. N. H. Verbrugge, N. van Kessel, W. Romeijn, B. Achterkamp, W. Liefveld, A. D. Buijse, and R. S. E. W. Leuven (2021), Rapportage [] Underfull \hbox (badness 10000) in paragraph at lines 3154--3162 \OT1/cmtt/m/n/10 natuurgegevens langsdammen waal 2016 - 2020, \OT1/cmtt/m/it/10 Rapport\OT1/cmtt/m/n/10 , Rapport Radboud Universiteit, Rijkswaterstaat, Sport visserij Nederland, Hengelsport Federatie Midden Nederland, Deltares, Bureau Wa ardenburg en [] Underfull \hbox (badness 10000) in paragraph at lines 3183--3187 []\OT1/cmtt/m/n/10 Colombini, M., and C. Carbonari (2017), Sorting waves in het erogenous sediment mixtures, in \OT1/cmtt/m/it/10 Proceedings of the 10th Sympo sium on River, Coastal and Estuarine Morphodynamics, Trento - Padova, Italy, 15 -22 [] Underfull \hbox (badness 10000) in paragraph at lines 3211--3215 []\OT1/cmtt/m/n/10 Colombini, M., and M. Tubino (1991), Finite amplitude free-b ars: a fully nonlinear spectral solution, in \OT1/cmtt/m/it/10 Proceedings of t he Euromech 262 Colloquium, Wallingford, UK, 26-29 June 1990\OT1/cmtt/m/n/10 , edited by R. Soulsby [] Underfull \hbox (badness 10000) in paragraph at lines 3228--3232 []\OT1/cmtt/m/n/10 Consorcio Estudio Canal de Barranquilla (2020), Estudios y d ise~nos mejoramiento en la infraestructura y navegaci^^Son del canal de acceso al puerto de Barranquilla hasta el sector PIMSA, \OT1/cmtt/m/it/10 Tech. Rep. c ontrato [] Underfull \hbox (badness 10000) in paragraph at lines 3235--3239 []\OT1/cmtt/m/n/10 Copeland, R., P. Soar, and C. Thorne (2005), Channel-forming discharge and hydraulic geometry width predictors in meandering sand-bed river s, in \OT1/cmtt/m/it/10 Impacts of Global Climate Change\OT1/cmtt/m/n/10 , pp. 1--12, doi:$\OT1/cmr/m/n/10 10 . 1061 / [] Underfull \hbox (badness 10000) in paragraph at lines 3251--3255 []\OT1/cmtt/m/n/10 Cordier, F., P. Tassi, N. Claude, A. Crosato, S. Rodrigues, and D. Pham Van Bang (2019), Numerical study of alternate bars in alluvial chan nels with nonuniform sediment, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/ 10 , \OT1/cmtt/m/it/10 55\OT1/cmtt/m/n/10 (4), [] Underfull \hbox (badness 10000) in paragraph at lines 3258--3262 []\OT1/cmtt/m/n/10 Cordier, S., M. H. Le, and T. M. de Luna (2011), Bedload tra nsport in shallow water models: Why splitting (may) fail, how hyperbolicity (ca n) help, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 34\OT1/cmtt/m/n/10 (8), 980--989, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . advwatr es . [] [23] Underfull \hbox (badness 10000) in paragraph at lines 3266--3272 []\OT1/cmtt/m/n/10 Corenblit, D., A. Baas, T. Balke, T. Bouma, F. Fromard, V. G ar^^Sofano-G^^Somez, E. Gonz^^Salez, A. M. Gurnell, B. Hortob^^Sagyi, F. Julien , D. Kim, L. Lambs, J. A. Stallins, J. Steiger, E. Tabacchi, and R. Walcker [] Underfull \hbox (badness 10000) in paragraph at lines 3275--3279 []\OT1/cmtt/m/n/10 Cormagdalena, U. del Norte, and Ideha (2012), Evoluci^^Son m orfol^^Sogica al comportamiento de las orillas y canal navegable utilizando el modelo matem'atico MIKE-21c, \OT1/cmtt/m/it/10 Tech. Rep. E-040-002-12\OT1/cmtt /m/n/10 , Cormagdalena, [] Underfull \hbox (badness 10000) in paragraph at lines 3282--3286 []\OT1/cmtt/m/n/10 Corner, G. D., E. Nordahl, K. Munch-Ellingsen, and K. R. Rob ertsen (1990), \OT1/cmtt/m/it/10 Morphology and Sedimentology of an Emergent Fj ord-Head Gilbert-Type Delta: Alta Delta, Norway\OT1/cmtt/m/n/10 , pp. 153--168, Blackwell Publishing [] Underfull \hbox (badness 10000) in paragraph at lines 3332--3337 []\OT1/cmtt/m/n/10 Cox, J. R., Y. Huismans, S. M. Knaake, J. R. F. W. Leuven, N . E. Vellinga, M. van der Vegt, A. J. F. Hoitink, and M. G. Kleinhans (2021), A nthropogenic effects on the contemporary sediment budget of the [] Underfull \hbox (badness 10000) in paragraph at lines 3367--3371 []\OT1/cmtt/m/n/10 Crosato, A., and E. Mosselman (2009), Simple physics-based p redictor for the number of river bars and the transition between meandering and braiding, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/ 10 45\OT1/cmtt/m/n/10 (3), W03,424, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 3397--3401 []\OT1/cmtt/m/n/10 Cui, H., J. Pietrzak, and G. Stelling (2010), A finite volum e analogue of the p1nc-p1 finite element: With accurate flooding and drying, \O T1/cmtt/m/it/10 Ocean Modelling\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 35\OT1/cmtt /m/n/10 (1), 16--30, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1016 / j . ocemod . [] Underfull \hbox (badness 10000) in paragraph at lines 3403--3407 []\OT1/cmtt/m/n/10 Cui, Y. (2007), The unified gravel-sand (TUGS) model: Simula ting sediment transport and gravel/sand grain size distributions in gravel-bedd ed rivers, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/ 10 43\OT1/cmtt/m/n/10 (10), W10,436, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 3420--3424 []\OT1/cmtt/m/n/10 Cui, Y., G. Parker, T. E. Lisle, J. Gott, M. E. Hansler-Ball , J. E. Pizzuto, N. E. Allmendinger, and J. M. Reed (2003a), Sediment pulses in mountain rivers: 1. Experiments, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m /n/10 , \OT1/cmtt/m/it/10 39\OT1/cmtt/m/n/10 (9), 1239, [] Underfull \hbox (badness 10000) in paragraph at lines 3427--3431 []\OT1/cmtt/m/n/10 Cui, Y., G. Parker, J. Pizzuto, and T. E. Lisle (2003b), Sed iment pulses in mountain rivers: 2. Comparison between experiments and numerica l predictions, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m /it/10 39\OT1/cmtt/m/n/10 (9), 1240, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] [24] Underfull \hbox (badness 10000) in paragraph at lines 3434--3438 []\OT1/cmtt/m/n/10 Cui, Y., G. Parker, C. Braudrick, W. E. Dietrich, and B. Clu er (2006a), Dam removal express assessment models (DREAM). part 1: Model develo pment and validation, \OT1/cmtt/m/it/10 J. Hydraul. Res.\OT1/cmtt/m/n/10 , \OT1 /cmtt/m/it/10 44\OT1/cmtt/m/n/10 (3), 291--307, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 3441--3445 []\OT1/cmtt/m/n/10 Cui, Y., C. Braudrick, W. E. Dietrich, B. Cluer, and G. Park er (2006b), Dam removal express assessment models (DREAM). part 2: Sample runs/ sensitivity tests, \OT1/cmtt/m/it/10 J. Hydraul. Res.\OT1/cmtt/m/n/10 , \OT1/cm tt/m/it/10 44\OT1/cmtt/m/n/10 (3), 308--323, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 3461--3466 []\OT1/cmtt/m/n/10 Cunico, I., A. Siviglia, W. Bertoldi, and F. Caponi (2022), Intermediate hydro-morphodynamic disturbances amplify riparian vegetation dynam ics, in \OT1/cmtt/m/it/10 EGU General Assembly Conference Abstracts\OT1/cmtt/m/ n/10 , EGU General [] Underfull \hbox (badness 10000) in paragraph at lines 3469--3473 []\OT1/cmtt/m/n/10 Cuomo, S., V. S. Di Cola, F. Giampaolo, G. Rozza, M. Raissi, and F. Piccialli (2022), Scientific machine learning through physics-informed neural networks: Where we are and what's next, \OT1/cmtt/m/it/10 Journal of [] Underfull \hbox (badness 10000) in paragraph at lines 3476--3480 []\OT1/cmtt/m/n/10 Curtis, K. E., C. E. Renshaw, F. J. Magilligan, and W. B. Da de (2010), Temporal and spatial scales of geomorphic adjustments to reduced com petency following flow regulation in bedload-dominated systems, [] Underfull \hbox (badness 10000) in paragraph at lines 3495--3499 []\OT1/cmtt/m/n/10 Dabrio, C. J., T. Bardaj^^S^^P, C. Zazo, and J. L. Goy (1991 ), Effects of sea-level changes on a wave-worked Gilbert-type delta (Late Plioc ene, Aguilas Basin, SE Spain), \OT1/cmtt/m/it/10 Cuadernos de Geolog^^S^^Pa Ib^ ^Serica\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 15\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 3517--3522 []\OT1/cmtt/m/n/10 Dafermos, C. M. (2016), Introduction to the theory of hyperb olic conservation laws, in \OT1/cmtt/m/it/10 Handbook of Numerical Methods for Hyperbolic Problems\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 Handbook of Numerical A nalysis\OT1/cmtt/m/n/10 , vol. 17, edited by R. Abgrall [] Underfull \hbox (badness 10000) in paragraph at lines 3535--3539 []\OT1/cmtt/m/n/10 Dam, G., M. van der Wegen, R. J. Labeur, and D. Roelvink (20 16), Modeling centuries of estuarine morphodynamics in the western scheldt estu ary, \OT1/cmtt/m/it/10 Geophysical Research Letters\OT1/cmtt/m/n/10 , \OT1/cmtt /m/it/10 43\OT1/cmtt/m/n/10 (8), 3839--3847, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 3551--3555 []\OT1/cmtt/m/n/10 Darby, S. E., and C. R. Thorne (1996), Numerical simulation of widening and bed deformation of straight sand-bed rivers. i: Model developme nt, \OT1/cmtt/m/it/10 Journal of Hydraulic Engineering\OT1/cmtt/m/n/10 , \OT1/c mtt/m/it/10 122\OT1/cmtt/m/n/10 (4), 184--193, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 3558--3562 []\OT1/cmtt/m/n/10 Darby, S. E., C. R. Thorne, and A. Simon (1996), Numerical s imulation of widening and bed deformation of straight sand-bed rivers. ii: Mode l evaluation, \OT1/cmtt/m/it/10 Journal of Hydraulic Engineering\OT1/cmtt/m/n/1 0 , \OT1/cmtt/m/it/10 122\OT1/cmtt/m/n/10 (4), 194--202, [] Underfull \hbox (badness 10000) in paragraph at lines 3565--3569 []\OT1/cmtt/m/n/10 Darby, S. E., A. M. Alabyan, and M. J. Van de Wiel (2002), N umerical simulation of bank erosion and channel migration in meandering rivers, \OT1/cmtt/m/it/10 Water Resources Research\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 38\OT1/cmtt/m/n/10 (9), 2--1--2--21, doi:$\OT1/cmr/m/n/10 https : / / doi . or g / [] Underfull \hbox (badness 10000) in paragraph at lines 3572--3576 []\OT1/cmtt/m/n/10 Darby, S. E., M. Rinaldi, and S. Dapporto (2007), Coupled si mulations of fluvial erosion and mass wasting for cohesive river banks, \OT1/cm tt/m/it/10 Journal of Geophysical Research: Earth Surface\OT1/cmtt/m/n/10 , \OT 1/cmtt/m/it/10 112\OT1/cmtt/m/n/10 (F3), doi:$\OT1/cmr/m/n/10 https : [] [25] Underfull \hbox (badness 10000) in paragraph at lines 3607--3612 []\OT1/cmtt/m/n/10 De Bartolo, S., S. Rizzello, E. Ferrari, F. Frega, G. Napoli , R. Vitolo, M. Scaraggi, C. Fallico, and G. Severino (2022), Scaling behaviour of braided active channels: a taylor's power law approach, \OT1/cmtt/m/it/10 T he [] Underfull \hbox (badness 10000) in paragraph at lines 3623--3628 []\OT1/cmtt/m/n/10 de Goede, E., T. Wagner, R. de Graaff, and B. Sheets (), Mod elling of ice growth and transport on a regionalscale, with application to foun tain lake, minnesota, usa, in \OT1/cmtt/m/it/10 Proceedings of the 33 th [] Underfull \hbox (badness 10000) in paragraph at lines 3631--3635 []\OT1/cmtt/m/n/10 de Goede, E., J. Groeneweg, K. Tan, M. Borsboom, and G. Stel ling (1995), A domain decomposition method for the three-dimensional shallow wa ter equations, \OT1/cmtt/m/it/10 Simulation Practice and Theory\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 3\OT1/cmtt/m/n/10 (4), 307--325, [] Underfull \hbox (badness 10000) in paragraph at lines 3718--3723 []\OT1/cmtt/m/n/10 van der Deijl, E. (2021a), Recente oeverlijnen, huidige oeve rlijnen, grenzen aan toelaatbare oevererosie, en prognoses van toekomstige oeve rlijnen langs de Maas: Deel 1: afbeelding op luchtfoto's, \OT1/cmtt/m/it/10 Tec h. [] Underfull \hbox (badness 10000) in paragraph at lines 3726--3731 []\OT1/cmtt/m/n/10 van der Deijl, E. (2021b), Recente oeverlijnen, huidige oeve rlijnen, grenzen aan toelaatbare oevererosie, en prognoses van toekomstige oeve rlijnen langs de Maas: Deel 2: afbeelding op topografische [] Underfull \hbox (badness 10000) in paragraph at lines 3777--3782 []\OT1/cmtt/m/n/10 Delestre, O., C. Lucas, P.-A. Ksinant, F. Darboux, C. Laguer re, T.-N.-T. Vo, F. James, and S. Cordier (2013), Swashes: a compilation of sha llow water analytic solutions for hydraulic and environmental [] Underfull \hbox (badness 10000) in paragraph at lines 3790--3794 []\OT1/cmtt/m/n/10 Delis, A., I. K. Nikolos, and M. Kazolea (), Performance and comparison of cell-centered and node-centered unstructured finite volume discr etizations for shallow water free surface flows, \OT1/cmtt/m/it/10 Arch Comput [] [26] Underfull \hbox (badness 10000) in paragraph at lines 3796--3800 []\OT1/cmtt/m/n/10 Dellacherie, S. (2010), Analysis of godunov type schemes app lied to the compressible euler system at low mach number, \OT1/cmtt/m/it/10 Jou rnal of Computational Physics\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 229\OT1/cmtt/ m/n/10 (4), 978--1016, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1016 / j . jcp . 2009 . [] Underfull \hbox (badness 10000) in paragraph at lines 3839--3844 []\OT1/cmtt/m/n/10 van Denderen, P. R., R. M. J. Schielen, A. Blom, S. J. M. H. Hulscher, and M. G. Kleinhans (2018), Morphodynamic assessment of side channel systems using a simple one-dimensional bifurcation model and a [] Underfull \hbox (badness 10000) in paragraph at lines 3848--3853 []\OT1/cmtt/m/n/10 van Denderen, P. R., E. Kater, L. Jans, and R. Schielen (202 0), The initial morphological impact of the longitudinal dams, in \OT1/cmtt/m/i t/10 Proceedings of the NCR days, Nijmegen, the Netherlands, 13--14 February\OT 1/cmtt/m/n/10 , edited [] Underfull \hbox (badness 10000) in paragraph at lines 3865--3869 []\OT1/cmtt/m/n/10 Devauchelle, O., L. Malverti, E. Lajeunesse, P.-Y. Lagr^^See , C. Josserand, and K.-D. N. Thu-Lam (2010), Stability of bedforms in laminar f lows with free surface: from bars to ripples, \OT1/cmtt/m/it/10 J Fluid Mech\OT 1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 642\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 3877--3881 []\OT1/cmtt/m/n/10 Dewals, B., S. Erpicum, P. Archambeau, and M. Porotton (2015 ), Application of the morphological acceleration factor in fluvial hydraulics, in \OT1/cmtt/m/it/10 Proc. of the 36th IAHR World Congress, 28 June--3 July, Th e [] Underfull \hbox (badness 10000) in paragraph at lines 3893--3896 []\OT1/cmtt/m/n/10 Dhamotharan, S., A. Wood, G. Parker, and H. Stefan (1980), B edload transport in a model gravel strem, \OT1/cmtt/m/it/10 Tech. Rep. 190\OT1/ cmtt/m/n/10 , St. Anthony Falls Hydraulic Laboratory, University of Minnesota, Minneapolis, MN, [] Underfull \hbox (badness 10000) in paragraph at lines 3912--3916 []\OT1/cmtt/m/n/10 D^^S^^Paz, M. J. C., E. D. Fern^^Sandez-Nieto, and A. M. Fer reiro (2008), Sediment transport models in shallow water equations and numerica l approach by high order finite volume methods, \OT1/cmtt/m/it/10 Computers & F luids\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 37\OT1/cmtt/m/n/10 (3), [] Underfull \hbox (badness 10000) in paragraph at lines 3919--3924 []\OT1/cmtt/m/n/10 D^^S^^Paz, M. J. C., E. D. Fern^^Sandez-Nieto, A. M. Ferreir o, and C. Par^^Ses-Madro~nal (2009), Two-dimensional sediment transport models in shallow water equations. a second order finite volume approach on [] Underfull \hbox (badness 10000) in paragraph at lines 3928--3933 []\OT1/cmtt/m/n/10 Die Moran, A., K. El Kadi Abderrezzak, E. Mosselman, H. Habe rsack, F. Lebert, D. Aelbrecht, and E. Laperrousaz (2013), Physical model exper iments for sediment supply to the Old Rhine through induced bank [] [27] Underfull \hbox (badness 10000) in paragraph at lines 3971--3975 []\OT1/cmtt/m/n/10 van Dijk, W. M., F. Schuurman, W. I. van de Lageweg, and M. G. Kleinhans (2014), Bifurcation instability and chute cutoff development in me andering gravel-bed rivers, \OT1/cmtt/m/it/10 Geomorphology\OT1/cmtt/m/n/10 , \ OT1/cmtt/m/it/10 213\OT1/cmtt/m/n/10 , 277--291, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 3984--3987 []\OT1/cmtt/m/n/10 Dinh, T., R. Nourgaliev, and T. Theofanous (2003), Understan ding the ill-posed two-fluid model, in \OT1/cmtt/m/it/10 Proceedings of the 10t h international topical meeting on nuclear reactor thermal-hydraulics (NURETH-0 3)\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 3989--3993 []\OT1/cmtt/m/n/10 Dique, C. (2016), Estudios y dise~nos definitivos para la co ntrucci^^Son de las obras del plan hidorsedimentol^^Sogico y ambiental del sist ema canal del dique, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , Consorcio D ique: Royal Haskoning DHV, [] Underfull \hbox (badness 10000) in paragraph at lines 3995--3999 []\OT1/cmtt/m/n/10 Disco, C., and J. van den Ende (2003), ``Strong, invincible arguments''? Tidal models as management instruments in twentieth-century Dutch coastal engineering, \OT1/cmtt/m/it/10 Technol Cult\OT1/cmtt/m/n/10 , \OT1/cmtt /m/it/10 44\OT1/cmtt/m/n/10 (3), 502--535, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 4001--4007 []\OT1/cmtt/m/n/10 Disco, N., and B. Toussaint (2014), From projects to systems : the emergence of a national hydraulic technocracy, 1900--1970, in \OT1/cmtt/m /it/10 Two Centuries of Experience in Water Resources Management. A Dutch-U.S. [] Underfull \hbox (badness 10000) in paragraph at lines 4001--4007 \OT1/cmtt/m/it/10 Retrospective\OT1/cmtt/m/n/10 , edited by J. Lonnquest, B. To ussaint, J. Joe Manous, and M. Ertsen, chap. 6, pp. 155--204, Institute for Wat er Resources, U.S. Army Corps of Engineers and Rijkswaterstaat, Ministry of [] Underfull \hbox (badness 10000) in paragraph at lines 4010--4015 []\OT1/cmtt/m/n/10 do Lago, C. A., M. H. Giacomoni, R. Bentivoglio, R. Taormina , M. N. Gomes, and E. M. Mendiondo (2023), Generalizing rapid flood predictions to unseen urban catchments with conditional generative [] Underfull \hbox (badness 10000) in paragraph at lines 4018--4022 []\OT1/cmtt/m/n/10 Dodd, N., P. Blondeaux, D. Calvete, H. de Swart, A. Falques, S. Hulscher, G. Rozynski, and G. Vittori (2003), Understanding coastal morphod ynamics using stability methods, \OT1/cmtt/m/it/10 Journal of coastal research\ OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 4029--4033 []\OT1/cmtt/m/n/10 Doering, C. R., J. D. Gibbon, D. D. Holm, and B. Nicolaenko (1987), Exact lyapunov dimension of the universal attractor for the complex gin zburg-landau equation, \OT1/cmtt/m/it/10 Phys. Rev. Lett.\OT1/cmtt/m/n/10 , \OT 1/cmtt/m/it/10 59\OT1/cmtt/m/n/10 , 2911--2914, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 4041--4044 []\OT1/cmtt/m/n/10 Doets, I. J. E. (2015), The effect of islands in the rio mag dalenaon discharge and sediment transport into the canal del dique, colombia, M aster's thesis, Delft University of Technology, Delft, the [] Underfull \hbox (badness 10000) in paragraph at lines 4047--4051 []\OT1/cmtt/m/n/10 Dogan, E., S. Tripathi, D. A. Lyn, and R. S. Govindaraju (20 09), From flumes to rivers: Can sediment transport in natural alluvial channels be predicted from observations at the laboratory scale?, \OT1/cmtt/m/it/10 Wat er [] Underfull \hbox (badness 10000) in paragraph at lines 4059--4064 []\OT1/cmtt/m/n/10 Donchyts, G., F. Baart, A. van Dam, and B. Jagers (2014), Be nefits of the use of natural user interfaces in water simulations, in \OT1/cmtt /m/it/10 Proceedings of the 7th International Congress on Environmental Modelli ng [] Underfull \hbox (badness 10000) in paragraph at lines 4067--4072 []\OT1/cmtt/m/n/10 Dong, T. Y., J. A. Nittrouer, E. Il\OT1/cmtt/m/sc/10 ^^M\OT1 /cmtt/m/n/10 icheva, M. Pavlov, B. McElroy, M. J. Czapiga, H. Ma, and G. Parker (2016), Controls on gravel termination in seven distributary channels of the S elenga River Delta, [] Underfull \hbox (badness 10000) in paragraph at lines 4082--4086 []\OT1/cmtt/m/n/10 van Dongeren, A., M. van der Lugt, B. Robke, C. Swinkels, A. Luijendijk, E. Moerman, and M. Gawehn (2018), Delft3D FM morphology: results o f testing, \OT1/cmtt/m/it/10 rapport Deltares, concept I1000394-002\OT1/cmtt/m/ n/10 , Deltares, [] Underfull \hbox (badness 10000) in paragraph at lines 4088--4091 []\OT1/cmtt/m/n/10 Doornekamp, J. (4 june 2019), Rivierkundig beoordelingskader voor ingrepen in de grote rivieren, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/ 10 , Ministerie van Infrastructuur en Waterstaat, Rijkswaterstaat Water, Verkee r en Leefomgeving, (in [] Underfull \hbox (badness 10000) in paragraph at lines 4094--4098 []\OT1/cmtt/m/n/10 Douglas, M. M., K. L. Miller, M. N. Schmeer, and M. P. Lamb (2023), Ablation-limited erosion rates of permafrost riverbanks, \OT1/cmtt/m/it /10 Journal of Geophysical Research: Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/ m/it/10 128\OT1/cmtt/m/n/10 (n/a), e2023JF007,098, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 4110--4114 []\OT1/cmtt/m/n/10 Doyle, M. W., D. Shields, K. F. Boyd, P. B. Skidmore, and D. Dominick (2007), Channel-forming discharge selection in river restoration desi gn, \OT1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 133\ OT1/cmtt/m/n/10 (7), 831--837, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) [] Overfull \hbox (63.28528pt too wide) in paragraph at lines 4116--4119 []\OT1/cmtt/m/n/10 Draad, A. A. (1996), Laminar-turbulent transition in pipe fl ow for newtonian and non-newtonian fluids, Ph.D. thesis, Delft University of Te chnology, http://resolver.tudelft.nl/uuid:482f7adf-edf9-4f1f-ba35-e3ec0ff8573a. [] [28] Underfull \hbox (badness 10000) in paragraph at lines 4122--4126 []\OT1/cmtt/m/n/10 Drake, T. G., R. L. Shreve, W. E. Dietrich, P. J. Whiting, a nd L. B. Leopold (1988), Bedload transport of fine gravel observed by motion-pi cture photography, \OT1/cmtt/m/it/10 J Fluid Mech\OT1/cmtt/m/n/10 , \OT1/cmtt/m /it/10 192\OT1/cmtt/m/n/10 , 193--217, doi:$\OT1/cmr/m/n/10 10 . 1017 / [] Underfull \hbox (badness 10000) in paragraph at lines 4153--4156 []\OT1/cmtt/m/n/10 Duan, G. J. (1998), Simulation of alluvial channel migration processes with a two-dimensional numerical model, Ph.D. thesis, Cener for Comp utational Hydroscience and Engineering, The University of [] Underfull \hbox (badness 10000) in paragraph at lines 4183--4187 []\OT1/cmtt/m/n/10 Duan, J. G., S. S. Y. Wang, and Y. Jia (2001), The applicati ons of the enhanced CCHE2D model to study the alluvial channel migration proces ses, \OT1/cmtt/m/it/10 J. Hydraul. Res.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 39\ OT1/cmtt/m/n/10 (5), 469--480, doi:$\OT1/cmr/m/n/10 10 . 1080 / 00221686 . 2001 . [] Underfull \hbox (badness 10000) in paragraph at lines 4202--4207 []\OT1/cmtt/m/n/10 Duizendstra, H. (2001a), Measuring, observing and pattern re cognition of sediment transport in an armoured river using a sampler with attac hed underwater camera, \OT1/cmtt/m/it/10 Physics and Chemistry of the Earth, Pa rt B: [] Underfull \hbox (badness 10000) in paragraph at lines 4209--4213 []\OT1/cmtt/m/n/10 Duizendstra, H., and K. Vermeer (1995), Graded sediment in S OBEK : research report, \OT1/cmtt/m/it/10 rapport Deltares\OT1/cmtt/m/n/10 , Ri jksinstituut voor Integraal Zoetwaterbeheer en Afvalwaterbehandeling (RIZA) Rij kswaterstaat, [] Underfull \hbox (badness 10000) in paragraph at lines 4230--4235 []\OT1/cmtt/m/n/10 Duizendstra, H. D., and M. E. Nieuwenhuijzen (1995), Ecologi cal rehabilitation and morphological impact of gravel extraction in the river m euse, \OT1/cmtt/m/it/10 Water Science and Technology\OT1/cmtt/m/n/10 , \OT1/cmt t/m/it/10 31\OT1/cmtt/m/n/10 (8), 357--361, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 4261--4265 []\OT1/cmtt/m/n/10 Dulal, K. P., K. Kobayashi, Y. Shimizu, and G. Parker (2010) , Numerical computation of free meandering channels with the application of slu mp blocks on the outer bends, \OT1/cmtt/m/it/10 J Hydro-environ Res\OT1/cmtt/m/ n/10 , \OT1/cmtt/m/it/10 3\OT1/cmtt/m/n/10 (4), 239--246, [] Underfull \hbox (badness 10000) in paragraph at lines 4278--4282 []\OT1/cmtt/m/n/10 Dunbar, D., D. A. van der A, P. Scandura, and T. O'Donoghue (2023), An experimental and numerical study of turbulent oscillatory flow over an irregular rough wall, \OT1/cmtt/m/it/10 J Fluid Mech\OT1/cmtt/m/n/10 , \OT1/ cmtt/m/it/10 955\OT1/cmtt/m/n/10 , A33, doi:$\OT1/cmr/m/n/10 10 . 1017 / jfm . [] [29] Underfull \hbox (badness 10000) in paragraph at lines 4301--4305 []\OT1/cmtt/m/n/10 Dur^^So, G., A. Crosato, M. G. Kleinhans, T. G. Winkels, H. A. Woolderink, and W. S. Uijttewaal (2020), Distinct patterns of bank erosion i n a navigable regulated river, \OT1/cmtt/m/it/10 Earth Surface Processes and La ndforms\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 4307--4311 []\OT1/cmtt/m/n/10 Dutta, S., and M. H. Garcia (2018), Nonlinear distribution o f sediment at river diversions: Brief history of the bulle effect and its impli cations, \OT1/cmtt/m/it/10 Journal of Hydraulic Engineering\OT1/cmtt/m/n/10 , \ OT1/cmtt/m/it/10 144\OT1/cmtt/m/n/10 (5), 03118,001, [] Underfull \hbox (badness 10000) in paragraph at lines 4314--4318 []\OT1/cmtt/m/n/10 Dutta, S., D. Wang, P. Tassi, and M. H. Garcia (2017), Three -dimensional numerical modeling of the bulle effect: the nonlinear distribution of near-bed sediment at fluvial diversions, \OT1/cmtt/m/it/10 Earth Surf Proce ss [] Underfull \hbox (badness 10000) in paragraph at lines 4321--4325 []\OT1/cmtt/m/n/10 D^^Tzub^^Sakov^^Sa, K., P. Molnar, K. Schindler, and M. Triz na (2015), Monitoring of riparian vegetation response to flood disturbances usi ng terrestrial photography, \OT1/cmtt/m/it/10 Hydrol Earth Syst Sci\OT1/cmtt/m/ n/10 , \OT1/cmtt/m/it/10 19\OT1/cmtt/m/n/10 (1), 195--208, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 4328--4332 []\OT1/cmtt/m/n/10 D[]A\TS1/cmtt/m/n/10 ©\OT1/cmtt/m/n/10 pret, T., J. Riquier, and H. Pi[]A\TS1/cmtt/m/n/10 ©\OT1/cmtt/m/n/10 gay (2017), Evolution of abando ned channels: Insights on controlling factors in a multi-pressure river system, \OT1/cmtt/m/it/10 Geomorphology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 294\OT1/cm tt/m/n/10 , 99 -- 118, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . geomorph . 2017 . [] Underfull \hbox (badness 10000) in paragraph at lines 4335--4338 []\OT1/cmtt/m/n/10 D^^?uben, P., U. Modigliani, A. Geer, S. Siemen, F. Pappenbe rger, P. Bauer, A. Brown, M. Palkovic, B. Raoult, N. Wedi, and V. Baousis (2021 ), Machine learning at ecmwf: A roadmap for the next 10 years, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 4351--4355 []\OT1/cmtt/m/n/10 Eckhaus, W. (1992), On modulation equations of the ginzburg- landau type, in \OT1/cmtt/m/it/10 Proceedings of the second international confe rence on industrial and applied mathematics\OT1/cmtt/m/n/10 , edited by J. Robe rt E. O'Malley, [] Underfull \hbox (badness 10000) in paragraph at lines 4367--4371 []\OT1/cmtt/m/n/10 Eden, S., and S. Tunstall (2006), Ecological versus social r estoration? how urban river restoration challenges but also fails to challenge the science-policy nexus in the United Kingdom, \OT1/cmtt/m/it/10 Environment a nd [] Underfull \hbox (badness 10000) in paragraph at lines 4397--4403 []\OT1/cmtt/m/n/10 Egashira, S., and K. Ashida (1992), Unified view of the mech anics of debris flow and bed-load, in \OT1/cmtt/m/it/10 Advances in Micromechan ics of Granular Materials\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 Studies in Applie d Mechanics\OT1/cmtt/m/n/10 , vol. 31, edited by H. H. [] Underfull \hbox (badness 10000) in paragraph at lines 4421--4425 []\OT1/cmtt/m/n/10 Einstein, A. (1905), []Uber die von der molekularkinetischen Theorie der W^^?arme geforderte Bewegung von in ruhenden Fl^^?ussigkeiten susp endierten Teilchen, \OT1/cmtt/m/it/10 Ann Phys\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it /10 322\OT1/cmtt/m/n/10 (8), 549--560, doi:$\OT1/cmr/m/n/10 10 . 1002 / andp . [] Underfull \hbox (badness 10000) in paragraph at lines 4438--4441 []\OT1/cmtt/m/n/10 Einstein, H. A. (1950), The bed-load function for sediment t ransportation in open channel flows, \OT1/cmtt/m/it/10 Tech. Bull. 1026\OT1/cmt t/m/n/10 , US Department of Agriculture, Soil Conservation Service, Washington, DC, United States, 70 [] Underfull \hbox (badness 10000) in paragraph at lines 4447--4451 []\OT1/cmtt/m/n/10 Einstein, H. A., and N. Chien (1953), Transport of sediment mixtures with large ranges of grain sizes, \OT1/cmtt/m/it/10 Tech. Rep. MRD Sed iment Series 2\OT1/cmtt/m/n/10 , Institute of Engineering Research, University of California, [] Underfull \hbox (badness 10000) in paragraph at lines 4453--4456 []\OT1/cmtt/m/n/10 Einstein, H. A., and N. Chien (1955), Effects of heavy sedim ent concentration near the bed on velocity and sediment distribution, \OT1/cmtt /m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , Institute of Engineering Research Univers ity of California, 76 [] [30] Underfull \hbox (badness 10000) in paragraph at lines 4475--4480 []\OT1/cmtt/m/n/10 Eke, E., G. Parker, and Y. Shimizu (2014a), Numerical modeli ng of erosional and depositional bank processes in migrating river bends with s elf-formed width: Morphodynamics of bar push and bank pull, [] Underfull \hbox (badness 10000) in paragraph at lines 4483--4487 []\OT1/cmtt/m/n/10 Eke, E., M. J. Czapiga, E. Viparelli, Y. Shimizu, J. Imran, T. Sun, and G. Parker (2014b), Coevolution of width and sinuosity in meandering rivers, \OT1/cmtt/m/it/10 Journal of Fluid Mechanics\OT1/cmtt/m/n/10 , \OT1/cm tt/m/it/10 760\OT1/cmtt/m/n/10 , 127{174, doi:$\OT1/cmr/m/n/10 10 . 1017 / jfm . [] Underfull \hbox (badness 10000) in paragraph at lines 4490--4496 []\OT1/cmtt/m/n/10 El Kadi Abderrezzak, K., A. D. Moran, P. Tassi, R. Ata, and J.-M. Hervouet (2016), Modelling river bank erosion using a 2D depth-averaged n umerical model of flow and non-cohesive, non-uniform sediment [] Underfull \hbox (badness 10000) in paragraph at lines 4513--4518 []\OT1/cmtt/m/n/10 Eleftherakis, D., E. Mosselman, A. Amiri-Simkooei, S. Giri, M. Snellen, and D. G. Simons (2010), Identifying changes in river bed morpholog y and bed sediment composition using multi-beam echo-sounder [] Underfull \hbox (badness 10000) in paragraph at lines 4520--4524 []\OT1/cmtt/m/n/10 Elling, V. (2009), The carbuncle phenomenon is incurable, \O T1/cmtt/m/it/10 Acta Math Sci\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 29\OT1/cmtt/m /n/10 (6), 1647--1656, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1016 / S0252-[]9602(10 ) 60007-[]0$\OT1/cmtt/m/n/10 , mathematics Dedicated to profes sor James Glimm on the occasion of [] Underfull \hbox (badness 10000) in paragraph at lines 4617--4621 []\OT1/cmtt/m/n/10 Escarameia, M., and R. W. P. May (1995), Stability of riprap and concrete blocks in highly turbulent flows, \OT1/cmtt/m/it/10 Proceedings o f the Institution of Civil Engineers - Water, Maritime and Energy\OT1/cmtt/m/n/ 10 , \OT1/cmtt/m/it/10 112\OT1/cmtt/m/n/10 (3), 227--237, [] Underfull \hbox (badness 10000) in paragraph at lines 4629--4633 []\OT1/cmtt/m/n/10 Esfahanian, V., H. M. Darian, and S. M. I. Gohari (2013), As sessment of WENO schemes for numerical simulation of some hyperbolic equations using GPU, \OT1/cmtt/m/it/10 Comput Fluids\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 80\OT1/cmtt/m/n/10 , 260--268, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . comp^^Muid . 2012 . [] Underfull \hbox (badness 10000) in paragraph at lines 4636--4640 []\OT1/cmtt/m/n/10 Eslami, H., H. Yousefyani, M. Yavary Nia, and A. Radice (202 2), On how defining and measuring a channel bed elevation impacts key quantitie s in sediment overloading with supercritical flow, \OT1/cmtt/m/it/10 Acta [] [31] Underfull \hbox (badness 10000) in paragraph at lines 4644--4650 []\OT1/cmtt/m/n/10 Eslami, S., P. Hoekstra, H. W. J. Kernkamp, N. Nguyen Trung, D. Do Duc, H. Nguyen Nghia, T. Tran Quang, A. van Dam, S. E. Darby, D. R. Pars ons, G. Vasilopoulos, L. Braat, and M. van der Vegt (2021), [] Underfull \hbox (badness 10000) in paragraph at lines 4660--4664 []\OT1/cmtt/m/n/10 Evans, P. (1997), Nature rehabilitation project Grensmaas en vironmental impact assessment study - report 3.2 : One dimensional modelling - SOBEK morphological simulations, \OT1/cmtt/m/it/10 rapport Deltares\OT1/cmtt/m/ n/10 , WL Delft [] Underfull \hbox (badness 10000) in paragraph at lines 4666--4670 []\OT1/cmtt/m/n/10 Ewe, A., and C. Lauschke (2012), Flussmorphologische entwick lung der grenzoder, in \OT1/cmtt/m/it/10 Geomorphologische Prozesse unserer Flu ssgebiete\OT1/cmtt/m/n/10 , edited by B. f^^?ur Gew^^?asserkunde, 15, pp. 56--6 5, 15. [] Underfull \hbox (badness 10000) in paragraph at lines 4682--4686 []\OT1/cmtt/m/n/10 Ezz, H., E. Viparelli, A. Moussa, and G. Parker (2012), Mode ling delta growth concurrently with self-formed channels. preliminary results o n lake nasser delta, sudan and egypt., in \OT1/cmtt/m/it/10 Proceedings of the [] Underfull \hbox (badness 10000) in paragraph at lines 4708--4711 []\OT1/cmtt/m/n/10 Falconer, R. A. (1980), Modelling of planform influence on c irculation in harbours, in \OT1/cmtt/m/it/10 Proc. 17th Int. Conference on Coas tal Eng., 23-28 March, Sydney, Australia\OT1/cmtt/m/n/10 , pp. 2726--2744, doi: $\OT1/cmr/m/n/10 10 . 1061 / 9780872622647 . [] Underfull \hbox (badness 10000) in paragraph at lines 4714--4718 []\OT1/cmtt/m/n/10 Fan, N., A. Singh, M. Guala, E. Foufoula-Georgiou, and B. Wu (2016), Exploring a semimechanistic episodic Langevin model for bed load trans port: Emergence of normal and anomalous advection and diffusion [] Underfull \hbox (badness 10000) in paragraph at lines 4738--4742 []\OT1/cmtt/m/n/10 Fasolato, G., P. Ronco, E. J. Langendoen, and G. Di Silvio ( 2011), Validity of uniform flow hypothesis in one-dimensional morphodynamic mod els, \OT1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 137 \OT1/cmtt/m/n/10 (2), 183--195, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) HY . [] Underfull \hbox (badness 10000) in paragraph at lines 4745--4749 []\OT1/cmtt/m/n/10 Fathel, S. L., D. J. Furbish, and M. W. Schmeeckle (2015), E xperimental evidence of statistical ensemble behavior in bed load sediment tran sport, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1 /cmtt/m/it/10 120\OT1/cmtt/m/n/10 (11), 2298--2317, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 4780--4784 []\OT1/cmtt/m/n/10 Fenton, J. D., and J. E. Abbott (1977), Initial movement of grains on a stream bed: The effect of relative protrusion, \OT1/cmtt/m/it/10 Pr oceedings of the Royal Society of London A: Mathematical, Physical and Engineer ing [] Underfull \hbox (badness 10000) in paragraph at lines 4797--4801 []\OT1/cmtt/m/n/10 Ferguson, R., and M. Church (2009), A critical perspective o n 1-d modeling of river processes: Gravel load and aggradation in lower fraser river, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 4 5\OT1/cmtt/m/n/10 (11), W11,424, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] [32] Underfull \hbox (badness 10000) in paragraph at lines 4804--4808 []\OT1/cmtt/m/n/10 Ferguson, R., T. Hoey, S. Wathen, and A. Werritty (1996), Fi eld evidence for rapid downstream fining of river gravels through selective tra nsport, \OT1/cmtt/m/it/10 Geology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 24\OT1/cm tt/m/n/10 (2), 179--182, doi:$\OT1/cmr/m/n/10 10 . 1130 / 0091-[]7613(1996 ) [] Underfull \hbox (badness 10000) in paragraph at lines 4821--4826 []\OT1/cmtt/m/n/10 Ferguson, R. I., T. B. Hoey, S. J. Wathen, A. Werritty, R. I . Hardwick, and G. H. Sambrook Smith (1998), \OT1/cmtt/m/it/10 Gravel-Bed River s in the Environment\OT1/cmtt/m/n/10 , chap. Downstream fining of river gravels : integrated field, [] Underfull \hbox (badness 10000) in paragraph at lines 4835--4838 []\OT1/cmtt/m/n/10 Ferguson, R. I., D. J. Bloomer, and M. Church (2011), Evolut ion of an advancing gravel front: observations from vedder canal, british colum bia, \OT1/cmtt/m/it/10 Earth Surf Process Landf\OT1/cmtt/m/n/10 , \OT1/cmtt/m/i t/10 36\OT1/cmtt/m/n/10 (9), 1172--1182, doi:$\OT1/cmr/m/n/10 10 . 1002 / esp . [] Underfull \hbox (badness 10000) in paragraph at lines 4841--4845 []\OT1/cmtt/m/n/10 Ferguson, R. I., M. Church, C. D. Rennie, and J. G. Venditti (2015), Reconstructing a sediment pulse: Modeling the effect of placer mining on Fraser River, Canada, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/ cmtt/m/n/10 , \OT1/cmtt/m/it/10 120\OT1/cmtt/m/n/10 (7), [] Underfull \hbox (badness 10000) in paragraph at lines 4847--4852 []\OT1/cmtt/m/n/10 Fernandez, J., and A. Guerra-Merchan (1996), A coarsening-up ward megasequence generated by a Gilbert-type fan-delta in a tectonically contr olled context (Upper Miocene, Guadix-Baza Basin, Betic Cordillera, [] Underfull \hbox (badness 10000) in paragraph at lines 4866--4870 []\OT1/cmtt/m/n/10 Fern^^Sandez Nieto, E. D. (2003), Aproximaci^^Son num^^Seric a de leyes de conservaci^^Son hiperb^^Solicas no homog^^Seneas. Aplicaci^^Son a las ecuaciones de aguas someras., Ph.D. thesis, University of Sevilla, Sevilla , Spain, [] Underfull \hbox (badness 10000) in paragraph at lines 4889--4893 []\OT1/cmtt/m/n/10 Ferrer-Boix, C., J. P. Mart^^S^^Pn-Vide, and G. Parker (2013 b), Sorting of a sand-gravel mixture in a Gilbert-type delta, in \OT1/cmtt/m/it /10 The 8th symposium on River, Coastal and Estuarine Morphodynamics\OT1/cmtt/m /n/10 , edited by G. Coco, [] Underfull \hbox (badness 10000) in paragraph at lines 4896--4900 []\OT1/cmtt/m/n/10 Ferrer-Boix, C., J. P. Mart^^S^^Pn-Vide, and G. Parker (2014 ), Channel evolution after dam removal in a poorly sorted sediment mixture: Exp eriments and numerical model, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/1 0 , \OT1/cmtt/m/it/10 50\OT1/cmtt/m/n/10 (11), 8997--9019, [] Underfull \hbox (badness 10000) in paragraph at lines 4909--4913 []\OT1/cmtt/m/n/10 Ferrer-Boix, C., S. M. Chartrand, M. A. Hassan, J. P. Mart^^ S^^Pn-Vide, and G. Parker (2016), On how spatial variations of channel width in fluence river profile curvature, \OT1/cmtt/m/it/10 Geophys Res Lett\OT1/cmtt/m/ n/10 , \OT1/cmtt/m/it/10 43\OT1/cmtt/m/n/10 (12), 6313--6323, [] Underfull \hbox (badness 10000) in paragraph at lines 4949--4953 []\OT1/cmtt/m/n/10 Fleischmann, A. S., R. C. D. Paiva, W. Collischonn, M. V. So rribas, and P. R. M. Pontes (2016), On river-floodplain interaction and hydrogr aph skewness, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/ it/10 52\OT1/cmtt/m/n/10 (10), 7615--7630, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 4966--4970 []\OT1/cmtt/m/n/10 Flora, K., and A. Khosronejad (2023), Uncertainty quantifica tion of bank vegetation impacts on the flood flow field in the american river, california, using large-eddy simulations, \OT1/cmtt/m/it/10 Earth Surface Proce sses [] Underfull \hbox (badness 10000) in paragraph at lines 4973--4977 []\OT1/cmtt/m/n/10 Flores, N. Y., F. P. L. Collas, and R. S. E. W. Leuven (2021 ), Shore channel sedimentary processess, passability by migrating fish and habi tat suitability, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , Radboud Univers ity, Nijmegen, the [] [33] Underfull \hbox (badness 10000) in paragraph at lines 5003--5006 []\OT1/cmtt/m/n/10 Foufoula-Georgiou, E., and P. Passalacqua (2013), \OT1/cmtt/ m/it/10 Treatise on Geomorphology\OT1/cmtt/m/n/10 , vol. 2, chap. Nonlocal Tran sport Theories in Geomorphology: Mathematical Modeling of Broad Scales of Motio n, pp. 98--116, [] Underfull \hbox (badness 10000) in paragraph at lines 5008--5013 []\OT1/cmtt/m/n/10 Foufoula-Georgiou, E., and C. Stark (2010), Introduction to special section on stochastic transport and emergent scaling on earth's surface : Rethinking geomorphic transport-stochastic theories, broad [] Underfull \hbox (badness 10000) in paragraph at lines 5020--5024 []\OT1/cmtt/m/n/10 Fraccarollo, L., and E. F. Toro (1995), Experimental and num erical assessment of the shallow water model for two-dimensional dam-break type problems, \OT1/cmtt/m/it/10 J. Hydraul. Res.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/ 10 33\OT1/cmtt/m/n/10 (6), 843--864, doi:$\OT1/cmr/m/n/10 10 . 1080 / [] Underfull \hbox (badness 10000) in paragraph at lines 5063--5067 []\OT1/cmtt/m/n/10 Friedrichs, C. T., and L. D. Wright (2004), Gravity-driven s ediment transport on the continental shelf: implications for equilibrium profil es near river mouths, \OT1/cmtt/m/it/10 Coastal Eng\OT1/cmtt/m/n/10 , \OT1/cmtt /m/it/10 51\OT1/cmtt/m/n/10 (8-9), 795--811, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 5070--5074 []\OT1/cmtt/m/n/10 Frigo, A. L., R.-D. Zentgraf, and T. B. Bleninger (2019), Tw o-dimensional vessel-current interaction model for inland waterways assessment, \OT1/cmtt/m/it/10 Journal of Waterway, Port, Coastal, and Ocean Engineering\OT 1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 5087--5091 []\OT1/cmtt/m/n/10 Frings, R., and M. Kleinhans (2008), Complex variations in s ediment transport at three large river bifurcations during discharge waves in t he river rhine, \OT1/cmtt/m/it/10 Sedimentology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/i t/10 55\OT1/cmtt/m/n/10 (5), 1145--1171, doi:$\OT1/cmr/m/n/10 10 . 1111 / j . [] Underfull \hbox (badness 10000) in paragraph at lines 5093--5098 []\OT1/cmtt/m/n/10 Frings, R. M. (2002), Duinen, hydraulische ruwheid en bodemt ransport in het zomerbed van de Maas bij Broekhuizen, \OT1/cmtt/m/it/10 Tech. r ep.\OT1/cmtt/m/n/10 , Interuniversitair Centrum voor Geo-ecologisch onderzoek / Faculteit der [] Underfull \hbox (badness 10000) in paragraph at lines 5100--5104 []\OT1/cmtt/m/n/10 Frings, R. M. (2003), \OT1/cmtt/m/it/10 Duinen en bodemtrans port in het zomerbed van de Maas bij Broekhuizen II\OT1/cmtt/m/n/10 , 68 pp., F ysische Geoqrafie, Faculteit der Geowetenschappen, Universiteit Utrecht & Inter universitair Centrum [] Underfull \hbox (badness 10000) in paragraph at lines 5126--5130 []\OT1/cmtt/m/n/10 Frings, R. M., B. M. Berbee, G. Erkens, M. G. Kleinhans, and M. J. P. Gouw (2009), Human-induced changes in bed shear stress and bed grain size in the River Waal (The Netherlands) during the past 900 [] [34] Underfull \hbox (badness 10000) in paragraph at lines 5145--5149 []\OT1/cmtt/m/n/10 Frings, R. M., R. D^^?oring, C. Beckhausen, and H. Sch^^?utt rumpf (2012), Sedimentologisch-morphologischer atlas des niederrheins, \OT1/cmt t/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , Institute of Hydraulic Engineering and W ater Resources Management [] Underfull \hbox (badness 10000) in paragraph at lines 5152--5157 []\OT1/cmtt/m/n/10 Frings, R. M., N. Gehres, M. Promny, H. Middelkoop, H. Sch^^ ?uttrumpf, and S. Vollmer (2014a), Today's sediment budget of the rhine river c hannel, focusing on the upper rhine graben and rhenish massif, [] Underfull \hbox (badness 10000) in paragraph at lines 5160--5164 []\OT1/cmtt/m/n/10 Frings, R. M., R. D^^?uring, C. Beckhausen, H. Sch^^?uttrump f, and S. Vollmer (2014b), Fluvial sediment budget of a modern, restrained rive r: The lower reach of the Rhine in Germany, \OT1/cmtt/m/it/10 Catena\OT1/cmtt/m /n/10 , \OT1/cmtt/m/it/10 122\OT1/cmtt/m/n/10 (0), 91--102, [] Underfull \hbox (badness 10000) in paragraph at lines 5167--5171 []\OT1/cmtt/m/n/10 Frings, R. M., K. Banhold, and I. Evers (2015), Sedimentbila nz des Oberen Rheindeltas f^^?ur den Zeitraum 1991-2010, \OT1/cmtt/m/it/10 Tech . Rep. 2015.019\OT1/cmtt/m/n/10 , Institut f^^?ur Wasserbau und Wasserwirtschaf t, RWTH Aachen, Aachen, [] Underfull \hbox (badness 10000) in paragraph at lines 5174--5178 []\OT1/cmtt/m/n/10 Frings, R. M., G. Hillebrand, N. Gehres, K. Banhold, S. Schr iever, and T. Hoffmann (2019), From source to mouth: Basin-scale morphodynamics of the Rhine River, \OT1/cmtt/m/it/10 Earth Sci Rev\OT1/cmtt/m/n/10 , \OT1/cmt t/m/it/10 196\OT1/cmtt/m/n/10 , doi:$\OT1/cmr/m/n/10 10 . 1016 / j . earscirev . 2019 . [] Underfull \hbox (badness 10000) in paragraph at lines 5180--5184 []\OT1/cmtt/m/n/10 F.R.S., P. O. R. L. (1885), Lvii. on the dilatancy of media composed of rigid particles in contact. with experimental illustrations, \OT1/c mtt/m/it/10 The London, Edinburgh, and Dublin Philosophical Magazine and Journa l of [] Underfull \hbox (badness 10000) in paragraph at lines 5203--5207 []\OT1/cmtt/m/n/10 Furbish, D. J., P. K. Haff, J. C. Roseberry, and M. W. Schme eckle (2012a), A probabilistic description of the bed load sediment flux: 1. Th eory, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/ cmtt/m/it/10 117\OT1/cmtt/m/n/10 (F3), F03,031, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 5210--5214 []\OT1/cmtt/m/n/10 Furbish, D. J., J. C. Roseberry, and M. W. Schmeeckle (2012b ), A probabilistic description of the bed load sediment flux: 3. The particle v elocity distribution and the diffusive flux, \OT1/cmtt/m/it/10 J. Geophys. Res. , [] Underfull \hbox (badness 10000) in paragraph at lines 5217--5221 []\OT1/cmtt/m/n/10 Furbish, D. J., A. E. Ball, and M. W. Schmeeckle (2012c), A probabilistic description of the bed load sediment flux: 4. Fickian diffusion a t low transport rates, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cm tt/m/n/10 , \OT1/cmtt/m/it/10 117\OT1/cmtt/m/n/10 (F3), [] Underfull \hbox (badness 10000) in paragraph at lines 5224--5229 []\OT1/cmtt/m/n/10 Furbish, D. J., M. W. Schmeeckle, R. Schumer, and S. L. Fath el (2016), Probability distributions of bed load particle velocities, accelerat ions, hop distances, and travel times informed by jaynes's [] Underfull \hbox (badness 10000) in paragraph at lines 5232--5236 []\OT1/cmtt/m/n/10 Furbish, D. J., S. L. Fathel, M. W. Schmeeckle, D. J. Jerolm ack, and R. Schumer (2017), The elements and richness of particle diffusion dur ing sediment transport at small timescales, \OT1/cmtt/m/it/10 Earth Surf Proces s [] Underfull \hbox (badness 10000) in paragraph at lines 5243--5247 []\OT1/cmtt/m/n/10 Gabriel, T., E. K^^?ohne, S. Kloss, A. Anlauf, E. G^^?olz, P . Faulhaber, G. Puhlmann, and T. Gr^^?oger (2009), Sohlstabilisierungskonzept f ^^?ur die elbe von m^^?uhlberg bis zur saalem^^?undung,, \OT1/cmtt/m/it/10 Tech . rep.\OT1/cmtt/m/n/10 , WSD Ost, WSA [] Underfull \hbox (badness 10000) in paragraph at lines 5255--5259 []\OT1/cmtt/m/n/10 Gad, A. (2008), Water culture in Egypt, in \OT1/cmtt/m/it/10 Water culture and water conflict in the Mediterranean area\OT1/cmtt/m/n/10 , e dited by M. El Moujabber, M. Shatanawi, G. Trisorio-Liuzzi, M. Ouessar, P. Laur eano, and [] Underfull \hbox (badness 10000) in paragraph at lines 5268--5272 []\OT1/cmtt/m/n/10 Gaeuman, D., E. D. Andrews, A. Krause, and W. Smith (2009), Predicting fractional bed load transport rates: Application of the wilcock-crow e equations to a regulated gravel bed river, \OT1/cmtt/m/it/10 Water Resources [] Underfull \hbox (badness 10000) in paragraph at lines 5304--5308 []\OT1/cmtt/m/n/10 Ganti, V., M. M. Meerschaert, E. Foufoula-Georgiou, E. Vipar elli, and G. Parker (2010), Normal and anomalous diffusion of gravel tracer par ticles in rivers, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/ n/10 , \OT1/cmtt/m/it/10 115\OT1/cmtt/m/n/10 (F2), [] [35] Underfull \hbox (badness 10000) in paragraph at lines 5317--5322 []\OT1/cmtt/m/n/10 Gao, W., D. Shao, Z. B. Wang, Z. Zhu, and Z. Yang (2024), Sy stem-wide effects of local bed disturbance on the morphological evolution of a bifurcating channel network, \OT1/cmtt/m/it/10 Journal of Geophysical Research: [] Underfull \hbox (badness 10000) in paragraph at lines 5324--5328 []\OT1/cmtt/m/n/10 Gao, X., C. Narteau, and O. Rozier (2016), Controls on and e ffects of armoring and vertical sorting in aeolian dune fields: A numerical sim ulation study, \OT1/cmtt/m/it/10 Geophys Res Lett\OT1/cmtt/m/n/10 , \OT1/cmtt/m /it/10 43\OT1/cmtt/m/n/10 (6), 2614--2622, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 5346--5351 []\OT1/cmtt/m/n/10 Garc^^S^^Pa-Garc^^S^^Pa, F., J. Fern^^Sandez, C. Viseras, an d J. M. Soria (2006), High frequency cyclicity in a vertical alternation of Gil bert-type deltas and carbonate bioconstructions in the late Tortonian, Tabernas [] Underfull \hbox (badness 10000) in paragraph at lines 5371--5375 []\OT1/cmtt/m/n/10 Garegnani, G., G. Rosatti, and L. Bonaventura (2011), Free s urface flows over mobile bed: Mathematical analysis and numerical modeling of c oupled and decoupled approaches, \OT1/cmtt/m/it/10 Commun Appl Ind Math\OT1/cmt t/m/n/10 , \OT1/cmtt/m/it/10 2\OT1/cmtt/m/n/10 (1), [] Underfull \hbox (badness 10000) in paragraph at lines 5378--5381 []\OT1/cmtt/m/n/10 Garegnani, G., G. Rosatti, and L. Bonaventura (2013), On the range of validity of the Exner-based models for mobile-bed river flow simulati ons, \OT1/cmtt/m/it/10 J. Hydraul. Res.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 51\ OT1/cmtt/m/n/10 (4), 380--391, doi:$\OT1/cmr/m/n/10 10 . 1080 / 00221686 . 2013 . [] Underfull \hbox (badness 10000) in paragraph at lines 5389--5393 []\OT1/cmtt/m/n/10 Garres-D^^S^^Paz, J., E. Fern^^Sandez-Nieto, and G. Narbona- Reina (2022), A semi-implicit approach for sediment transport models with gravi tational effects, \OT1/cmtt/m/it/10 Appl Math Comput\OT1/cmtt/m/n/10 , \OT1/cmt t/m/it/10 421\OT1/cmtt/m/n/10 , 126,938, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1016 / [] Underfull \hbox (badness 10000) in paragraph at lines 5396--5400 []\OT1/cmtt/m/n/10 Gasparini, N. M., G. E. Tucker, and R. L. Bras (2004), Netwo rk-scale dynamics of grain-size sorting: implications for downstream fining, st ream-profile concavity, and drainage basin morphology, \OT1/cmtt/m/it/10 Earth Surf [] Underfull \hbox (badness 10000) in paragraph at lines 5403--5407 []\OT1/cmtt/m/n/10 Gasparini, N. M., K. X. Whipple, and R. L. Bras (2007), Pred ictions of steady state and transient landscape morphology using sediment-flux- dependent river incision models, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surf ace\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 5424--5428 []\OT1/cmtt/m/n/10 Gensen, M. R. A., J. J. Warmink, K. D. Berends, F. Huthoff, and S. J. M. H. Hulscher (2022), Improving rating curve accuracy by incorporati ng water balance closure at river bifurcations, \OT1/cmtt/m/it/10 J Hydrol\OT1/ cmtt/m/n/10 , \OT1/cmtt/m/it/10 610\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 5442--5447 []\OT1/cmtt/m/n/10 van Gerwen, W., B. W. Borsje, J. H. Damveld, and S. J. M. H. Hulscher (2018), Modelling the effect of suspended load transport and tidal as ymmetry on the equilibrium tidal sand wave height, \OT1/cmtt/m/it/10 Coastal En g\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 5464--5468 []\OT1/cmtt/m/n/10 Ghadimi, P., and A. Reisinezhad (2012), Numerical simulation of flood waves and calculation of exerted forces on the cylindrical piers in c ontraction channels with different cross section profiles, \OT1/cmtt/m/it/10 Jo urnal [] Underfull \hbox (badness 10000) in paragraph at lines 5470--5474 []\OT1/cmtt/m/n/10 Ghamry, H. K., and P. M. Steffler (2002a), Effect of applyin g different distribution shapes for velocities and pressure on simulation of cu rved open channels, \OT1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/c mtt/m/it/10 128\OT1/cmtt/m/n/10 (11), 969--982, doi: [] [36] Underfull \hbox (badness 10000) in paragraph at lines 5509--5513 []\OT1/cmtt/m/n/10 Gij^^Son Manche~no, A., W. Jansen, J. C. Winterwerp, and W. S. J. Uijttewaal (2021), Predictive model of bulk drag coefficient for a nature -based structure exposed to currents, \OT1/cmtt/m/it/10 Sci Rep\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 11\OT1/cmtt/m/n/10 (1), 3517, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 5515--5518 []\OT1/cmtt/m/n/10 Gilbert, G. K. (1877), \OT1/cmtt/m/it/10 Report on the Geolo gy of the Henry Mountains\OT1/cmtt/m/n/10 , 160 pp., US Geographical and Geolog ical Survey of the Rocky Mountain Regio, US Government Printing Office, Washing ton, DC, United [] Underfull \hbox (badness 10000) in paragraph at lines 5559--5564 []\OT1/cmtt/m/n/10 Giri, S., S. V. Vuren, W. Ottevanger, K. Sloff, and A. Siebe n (2008), A preliminary analysis of bedform evolution in the waal during 2002-2 003 flood event using delft3d, in \OT1/cmtt/m/it/10 Marid 2008. Third internati onal [] Underfull \hbox (badness 10000) in paragraph at lines 5572--5576 []\OT1/cmtt/m/n/10 Giri, S., A. Thompson, G. Donchyts, K. Oberhagemann, E. Moss elman, and J. Alam (2021), Stabilization of the lower jamuna river in banglades h-hydraulic and morphological assessment, \OT1/cmtt/m/it/10 Geosciences\OT1/cmt t/m/n/10 , \OT1/cmtt/m/it/10 11\OT1/cmtt/m/n/10 (9), doi: [] Underfull \hbox (badness 10000) in paragraph at lines 5579--5586 []\OT1/cmtt/m/n/10 Giuliani, Y., P. C. Klingeman, and J.-P. Bravard (1994), Les impacts morphodynamiques sur un cours d'eau soumis []A un am[]A\TS1/cmtt/m/n/1 0 ©\OT1/cmtt/m/n/10 nagement hydro[]A\TS1/cmtt/m/n/10 ©\OT1/cmtt/m/n/10 lectriq ue []A d[]A\TS1/cmtt/m/n/10 ©\OT1/cmtt/m/n/10 rivation : le rh[]A\TS1/cmtt/m/n/ 10 ´\OT1/cmtt/m/n/10 ne en chautagne (france) / [] LaTeX Font Info: Trying to load font information for OMS+cmtt on input line 5630. LaTeX Font Info: No file OMScmtt.fd. on input line 5630. LaTeX Font Warning: Font shape `OMS/cmtt/m/it' undefined (Font) using `OMS/cmsy/m/n' instead (Font) for symbol `textbraceleft' on input line 5630. Underfull \hbox (badness 10000) in paragraph at lines 5648--5651 []\OT1/cmtt/m/n/10 Gomez, B., R. L. Naff, and D. W. Hubbell (1989), Temporal va riations in bedload transport rates associated with the migration of bedforms, \OT1/cmtt/m/it/10 Earth Surf Process Landf\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 14\OT1/cmtt/m/n/10 (2), 135--156, doi:$\OT1/cmr/m/n/10 10 . 1002 / esp . [] Underfull \hbox (badness 10000) in paragraph at lines 5660--5664 []\OT1/cmtt/m/n/10 Gomez, B., S. E. Coleman, V. W. K. Sy, D. H. Peacock, and M. Kent (2007), Channel change, bankfull and effective discharges on a vertically accreting, meandering, gravel-bed river, \OT1/cmtt/m/it/10 Earth Surf Process [] [37] Underfull \hbox (badness 10000) in paragraph at lines 5721--5725 []\OT1/cmtt/m/n/10 Greco, M., M. Iervolino, and A. Vacca (2008), Boundary condi tions in a two-layer geomorphological model: Application to a hydraulic jump ov er a mobile bed, \OT1/cmtt/m/it/10 J. Hydraul. Res.\OT1/cmtt/m/n/10 , \OT1/cmtt /m/it/10 46\OT1/cmtt/m/n/10 (6), 856--860, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 5742--5745 []\OT1/cmtt/m/n/10 Grijsen, J. G., and C. B. Vreugdenhil (1976), Numerical repr esentation of flood waves in rivers, in \OT1/cmtt/m/it/10 Proceedings of the In ternational symposium on Unsteady flow in Open Channels, Newcastle-upon-Tune, 1 2--15 [] Underfull \hbox (badness 10000) in paragraph at lines 5751--5759 []\OT1/cmtt/m/n/10 Grill, G., B. Lehner, M. Thieme, B. Geenen, D. Tickner, F. A ntonelli, S. Babu, P. Borrelli, L. Cheng, H. Crochetiere, H. Ehalt Macedo, R. F ilgueiras, M. Goichot, J. Higgins, Z. Hogan, B. Lip, M. E. [] Underfull \hbox (badness 10000) in paragraph at lines 5751--5759 \OT1/cmtt/m/n/10 McClain, J. Meng, M. Mulligan, C. Nilsson, J. D. Olden, J. J. Opperman, P. Petry, C. Reidy Liermann, L. S^^Saenz, S. Salinas-Rodr^^S^^Pguez, P. Schelle, R. J. P. Schmitt, J. Snider, F. Tan, K. Tockner, P. H. [] Underfull \hbox (badness 10000) in paragraph at lines 5770--5775 []\OT1/cmtt/m/n/10 de Groot, F. (1996), Test- en ijkmetingen van een aangepaste Helley-Smith voor bodemtransportmetingen in zandrivieren: Observatie van het s troombeeld direct voor de inlaatopening en ijkmetingen voor de [] Underfull \hbox (badness 10000) in paragraph at lines 5778--5781 []\OT1/cmtt/m/n/10 Gruijters, S. H. L., J. G. Veldkamp, J. Gunnink, and J. H. A . Bosch (2001), The lithological and sedimentological structure of the pannerde nsche kop bifurcation, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , Geologica l Survey of the [] Underfull \hbox (badness 10000) in paragraph at lines 5784--5788 []\OT1/cmtt/m/n/10 Guala, M., A. Singh, N. BadHeartBull, and E. Foufoula-Georgi ou (2014), Spectral description of migrating bed forms and sediment transport, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m /it/10 119\OT1/cmtt/m/n/10 (2), 123--137, doi:$\OT1/cmr/m/n/10 10 . 1002 / [] Underfull \hbox (badness 10000) in paragraph at lines 5810--5814 []\OT1/cmtt/m/n/10 Guerrero, M., and A. Lamberti (2011), Flow field and morphol ogy mapping using ADCP and multibeam techniques: Survey in the Po River, \OT1/c mtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 137\OT1/cmtt/m /n/10 (12), 1576--1587, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) HY . 1943-[]79 00 . [] Underfull \hbox (badness 10000) in paragraph at lines 5816--5820 []\OT1/cmtt/m/n/10 Guerrero, M., and A. Lamberti (2013), Bed-roughness investig ation for a 2-D model calibration: the San Mart^^S^^Pn case study at Lower Para n^^Sa, \OT1/cmtt/m/it/10 Int J Sediment Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 28\OT1/cmtt/m/n/10 (4), 458--469, doi:$\OT1/cmr/m/n/10 10 . 1016 / S1001-[]627 9(14 ) [] Underfull \hbox (badness 10000) in paragraph at lines 5823--5827 []\OT1/cmtt/m/n/10 Guerrero, M., M. Re, L. D. Kazimierski, A. N. Men^^Sendez, a nd R. Ugarelli (2013a), Effect of climate change on navigation channel dredging of the Paran^^Sa River, \OT1/cmtt/m/it/10 International Journal of River Basin [] Underfull \hbox (badness 10000) in paragraph at lines 5830--5834 []\OT1/cmtt/m/n/10 Guerrero, M., M. Nones, R. Saurral, N. Montroull, and R. N. Szupiany (2013b), Paran^^Sa River morphodynamics in the context of climate chan ge, \OT1/cmtt/m/it/10 International Journal of River Basin Management\OT1/cmtt/ m/n/10 , \OT1/cmtt/m/it/10 11\OT1/cmtt/m/n/10 (4), 423--437, [] Underfull \hbox (badness 10000) in paragraph at lines 5837--5842 []\OT1/cmtt/m/n/10 Guerrero, M., F. Latosinski, M. Nones, R. N. Szupiany, M. Re , and M. G. Gaeta (2015), A sediment fluxes investigation for the 2-D modelling of large river morphodynamics, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n /10 , \OT1/cmtt/m/it/10 81\OT1/cmtt/m/n/10 , 186--198, [] [38] Underfull \hbox (badness 10000) in paragraph at lines 5859--5863 []\OT1/cmtt/m/n/10 Guo, L., M. van der Wegen, J. A. Roelvink, and Q. He (2014), The role of river flow and tidal asymmetry on 1-d estuarine morphodynamics, \O T1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m/i t/10 119\OT1/cmtt/m/n/10 (11), 2315--2334, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 5866--5870 []\OT1/cmtt/m/n/10 Guo, L., M. van der Wegen, D. Roelvink, and Q. He (2015a), E xploration of the impact of seasonal river discharge variations on long-term es tuarine morphodynamic behavior, \OT1/cmtt/m/it/10 Coastal Eng\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 95\OT1/cmtt/m/n/10 , 105--116, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 5873--5877 []\OT1/cmtt/m/n/10 Guo, L., M. van der Wegen, D. J. A. Roelvink, Z. B. Wang, an d Q. He (2015b), Long-term, process-based morphodynamic modeling of a fluvio-de ltaic system, part i: The role of river discharge, \OT1/cmtt/m/it/10 Cont Shelf [] Underfull \hbox (badness 10000) in paragraph at lines 5880--5885 []\OT1/cmtt/m/n/10 Guo, L., M. Wegen, Z. B. Wang, D. Roelvink, and Q. He (2016) , Exploring the impacts of multiple tidal constituents and varying river flow o n long-term, large-scale estuarine morphodynamics by means of a [] Underfull \hbox (badness 10000) in paragraph at lines 5902--5906 []\OT1/cmtt/m/n/10 Guta, H., D. Hurther, and J. Chauchat (2024), Turbulent kine tic energy budget of sediment-laden open-channel flows: bedload-induced wall-ro ughness similarity, \OT1/cmtt/m/it/10 Journal of Fluid Mechanics\OT1/cmtt/m/n/1 0 , \OT1/cmtt/m/it/10 987\OT1/cmtt/m/n/10 , A25, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 5909--5914 []\OT1/cmtt/m/n/10 Gutierrez, R. R., J. D. Abad, D. R. Parsons, and J. L. Best (2013), Discrimination of bed form scales using robust spline filters and wavel et transforms: Methods and application to synthetic signals and [] Underfull \hbox (badness 10000) in paragraph at lines 5921--5924 []\OT1/cmtt/m/n/10 Guy, H. P., D. B. Simons, and E. V. Richardson (1966), Summa ry of alluvial channel data from flume experiments, 1956-61, \OT1/cmtt/m/it/10 Tech. Rep. 462-I\OT1/cmtt/m/n/10 , USGS, US Government Printing Office, Washing ton, DC, United [] Underfull \hbox (badness 10000) in paragraph at lines 5927--5931 []\OT1/cmtt/m/n/10 G^^Somez-Bueno, I., S. Boscarino, M. Castro, C. Par^^Ses, an d G. Russo (2023), Implicit and semi-implicit well-balanced finite-volume metho ds for systems of balance laws, \OT1/cmtt/m/it/10 Applied Numerical Mathematics \OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 184\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 5934--5938 []\OT1/cmtt/m/n/10 H., B., E. Mosselman, V. Chavarr^^S^^Pas, and T. Hoitink (20 22), Linear stability analysis put into practice for river bed waves with lengt hs larger than the water depth., in \OT1/cmtt/m/it/10 AGU 2022 fall meeting, Ch icago, [] Underfull \hbox (badness 10000) in paragraph at lines 5947--5953 []\OT1/cmtt/m/n/10 den Haan, R. J., M. C. van der Voort, F. Baart, K. D. Berend s, M. C. van den Berg, M. W. Straatsma, A. J. P. Geenen, and S. J. M. H. Hulsch er (2020), The virtual river game: Gaming using models to [] Underfull \hbox (badness 10000) in paragraph at lines 5959--5963 []\OT1/cmtt/m/n/10 Habersack, H. M. (2001), Radio-tracking gravel particles in a large braided river in New Zealand: A field test of the stochastic theory of bed load transport proposed by Einstein, \OT1/cmtt/m/it/10 Hydrol Process\OT1/c mtt/m/n/10 , \OT1/cmtt/m/it/10 15\OT1/cmtt/m/n/10 (3), [] Underfull \hbox (badness 10000) in paragraph at lines 5971--5975 []\OT1/cmtt/m/n/10 Hackney, C. R., S. E. Darby, D. R. Parsons, J. Leyland, R. A alto, A. P. Nicholas, and J. L. Best (2017), The influence of flow discharge va riations on the morphodynamics of a diffluence!!e!!confluence unit [] Underfull \hbox (badness 10000) in paragraph at lines 5978--5982 []\OT1/cmtt/m/n/10 Hackney, C. R., S. E. Darby, D. R. Parsons, J. Leyland, J. L . Best, R. Aalto, A. P. Nicholas, and R. C. Houseago (2020), River bank instabi lity from unsustainable sand mining in the lower mekong river, [] [39] Underfull \hbox (badness 10000) in paragraph at lines 6009--6013 []\OT1/cmtt/m/n/10 Hakim, S. S., and A. H. Azimi (2017), Hydraulics of submerge d triangular weirs and weirs of finite-crest length with upstream and downstrea m ramps, \OT1/cmtt/m/it/10 Journal of Irrigation and Drainage Engineering\OT1/c mtt/m/n/10 , \OT1/cmtt/m/it/10 143\OT1/cmtt/m/n/10 (8), [] Underfull \hbox (badness 10000) in paragraph at lines 6059--6063 []\OT1/cmtt/m/n/10 Harada, E., H. Gotoh, and N. Tsuruta (2015), Vertical sortin g process under oscillatory sheet flow condition by resolved discrete particle model, \OT1/cmtt/m/it/10 J. Hydraul. Res.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 5 3\OT1/cmtt/m/n/10 (3), 332--350, doi:$\OT1/cmr/m/n/10 10 . 1080 / 00221686 . 20 14 . [] Underfull \hbox (badness 10000) in paragraph at lines 6159--6163 []\OT1/cmtt/m/n/10 Hassan, M. A., A. P. Schick, and P. A. Shaw (1999), The tran sport of gravel in an ephemeral sandbed river, \OT1/cmtt/m/it/10 Earth Surf Pro cess Landf\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 24\OT1/cmtt/m/n/10 (7), 623--640 , doi:$\OT1/cmr/m/n/10 10 . 1002 / (SICI ) 1096-[]9837(199907 ) 24 : 7\OMS/cmtt /m/it/10 h\OT1/cmr/m/n/10 623 :: AID-[]ESP978 [] 3 . 0 . [] Underfull \hbox (badness 10000) in paragraph at lines 6166--6170 []\OT1/cmtt/m/n/10 Hassan, M. A., H. Voepel, R. Schumer, G. Parker, and L. Frac carollo (2013), Displacement characteristics of coarse fluvial bed sediment, \O T1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m/i t/10 118\OT1/cmtt/m/n/10 (1), 155--165, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] [40] Underfull \hbox (badness 10000) in paragraph at lines 6206--6210 []\OT1/cmtt/m/n/10 Heays, K. G., H. Friedrich, B. W. Melville, and R. Nokes (20 14b), Quantifying the dynamic evolution of graded gravel beds using particle tr acking velocimetry, \OT1/cmtt/m/it/10 Journal of Hydraulic Engineering\OT1/cmtt /m/n/10 , \OT1/cmtt/m/it/10 140\OT1/cmtt/m/n/10 (7), [] Underfull \hbox (badness 10000) in paragraph at lines 6230--6233 []\OT1/cmtt/m/n/10 van Heereveld, M. A. (2022), Pilotsuppleties Gemeenschappeli jke Maas: Ontwerp, uitvoeringsplan & monitoringsplan, \OT1/cmtt/m/it/10 Tech. R ep. BI2918WMRP2109201056\OT1/cmtt/m/n/10 , HaskoningDHV Nederland B.V., the Net herlands and HKV [] Underfull \hbox (badness 10000) in paragraph at lines 6237--6241 []\OT1/cmtt/m/n/10 Hegnauer, M., J. Beersma, H. van den Boogaard, T. Buishand, and R. Passchier (2014), Generator of Rainfall and Discharge Extremes (GRADE) f or the Rhine and Meuse basins : final report of GRADE 2.0, [] Underfull \hbox (badness 10000) in paragraph at lines 6272--6276 []\OT1/cmtt/m/n/10 Helmy, A., and A. Mobasher (2019), Assessment of high-veloci ty free surface flow interaction with a bridge pier in a curved channel, \OT1/c mtt/m/it/10 Journal of Applied Sciences Research\OT1/cmtt/m/n/10 , \OT1/cmtt/m/ it/10 1\OT1/cmtt/m/n/10 , 1--11, doi:$\OT1/cmr/m/n/10 10 . 22587 / jasr . 2019 . 15 . 1 . [] Underfull \hbox (badness 10000) in paragraph at lines 6283--6287 []\OT1/cmtt/m/n/10 Hendrickx, G. G., J. A. A. Antol^^S^^Pnez, and P. M. J. Herm an (2023), Predicting the response of complex systems for coastal management, \ OT1/cmtt/m/it/10 Coastal Engineering\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 182\OT 1/cmtt/m/n/10 , 104,289, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1016 / j . coastaleng . [] Underfull \hbox (badness 10000) in paragraph at lines 6323--6327 []\OT1/cmtt/m/n/10 Heyman, J., H. B. Ma, F. Mettra, and C. Ancey (2014), Spatia l correlations in bed load transport: Evidence, importance, and modeling, \OT1/ cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/1 0 119\OT1/cmtt/m/n/10 (8), 1751--1767, doi:$\OT1/cmr/m/n/10 10 . 1002 / [] Underfull \hbox (badness 10000) in paragraph at lines 6330--6334 []\OT1/cmtt/m/n/10 Heyman, J., P. Bohorquez, and C. Ancey (2016), Entrainment, motion, and deposition of coarse particles transported by water over a sloping mobile bed, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 121\OT1/cmtt/m/n/10 (10), 1931--1952, [] Underfull \hbox (badness 10000) in paragraph at lines 6336--6340 []\OT1/cmtt/m/n/10 Hickin, E. J., and G. C. Nanson (1975), The character of cha nnel migration on the beatton river, northeast british columbia, canada, \OT1/c mtt/m/it/10 GSA Bulletin\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 86\OT1/cmtt/m/n/10 (4), 487--494, doi:$\OT1/cmr/m/n/10 10 . 1130 / 0016-[]7606(1975 ) 86\OMS/cmtt /m/it/10 h\OT1/cmr/m/n/10 487 : TCOCMO [] [] Underfull \hbox (badness 10000) in paragraph at lines 6343--6347 []\OT1/cmtt/m/n/10 Hicks, D., E. Baynes, R. Measures, G. Stecca, J. Tunnicliffe , and H. Friedrich (2021), Morphodynamic research challenges for braided river environments: Lessons from the iconic case of new zealand, \OT1/cmtt/m/it/10 Ea rth [] [41] Underfull \hbox (badness 10000) in paragraph at lines 6355--6359 []\OT1/cmtt/m/n/10 Hill, K. M., L. DellAngelo, and M. M. Meerschaert (2010), He avy-tailed travel distance in gravel bed transport: An exploratory enquiry, \OT 1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it /10 115\OT1/cmtt/m/n/10 (F2), F00A14, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 6362--6366 []\OT1/cmtt/m/n/10 Hill, K. M., J. Gaffney, S. Baumgardner, P. Wilcock, and C. Paola (2017), Experimental study of the effect of grain sizes in a bimodal mixt ure on bed slope, bed texture, and the transition to washload, [] Underfull \hbox (badness 10000) in paragraph at lines 6394--6398 []\OT1/cmtt/m/n/10 Hodge, R. A., T. B. Hoey, and L. S. Sklar (2011), Bed load t ransport in bedrock rivers: The role of sediment cover in grain entrainment, tr anslation, and deposition, \OT1/cmtt/m/it/10 Journal of Geophysical Research: [] Underfull \hbox (badness 10000) in paragraph at lines 6421--6424 []\OT1/cmtt/m/n/10 Hoey, T. (1992), Temporal variations in bedload transport ra tes and sediment storage in gravel-bed rivers, \OT1/cmtt/m/it/10 Progress in Ph ysical Geography: Earth and Environment\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 16\ OT1/cmtt/m/n/10 (3), 319--338, doi:$\OT1/cmr/m/n/10 10 . 1177 / [] Underfull \hbox (badness 10000) in paragraph at lines 6426--6430 []\OT1/cmtt/m/n/10 Hoey, T. B., and R. I. Ferguson (1994), Numerical simulation of downstream fining by selective transport in gravel bed rivers: Model develo pment and illustration, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \O T1/cmtt/m/it/10 30\OT1/cmtt/m/n/10 (7), 2251--2260, doi: [] [42] Underfull \hbox (badness 10000) in paragraph at lines 6520--6524 []\OT1/cmtt/m/n/10 Houssais, M., C. P. Ortiz, D. J. Durian, and D. J. Jerolmack (2015), Onset of sediment transport is a continuous transition driven by fluid shear and granular creep, \OT1/cmtt/m/it/10 Nat Commun\OT1/cmtt/m/n/10 , \OT1/ cmtt/m/it/10 6\OT1/cmtt/m/n/10 , 6527, doi:$\OT1/cmr/m/n/10 10 . 1038 / [] Underfull \hbox (badness 10000) in paragraph at lines 6564--6568 []\OT1/cmtt/m/n/10 Hsieh, T. Y., and J. C. Yang (2003), Investigation on the su itability of two-dimensional depth-averaged models for bend-flow simulation, \O T1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 129\OT1/cm tt/m/n/10 (8), 597--612, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) 0733-[]9429(2 003 ) [] Underfull \hbox (badness 10000) in paragraph at lines 6604--6608 []\OT1/cmtt/m/n/10 Huang, J., Y. Zhou, M. Niessner, J. R. Shewchuk, and L. J. G uibas (2018), Quadriflow: A scalable and robust method for quadrangulation, \OT 1/cmtt/m/it/10 Comput Graph Forum\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 37\OT1/cm tt/m/n/10 (5), 147--160, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1111 / cgf . [] Underfull \hbox (badness 10000) in paragraph at lines 6639--6643 []\OT1/cmtt/m/n/10 Huismans, Y., G. van Velzen, T. O'Mahoney, G. Hoffmans, and A. Wiersma (2016), Scour hole development in river beds with mixed sand-clay-pe at stratigraphy, in \OT1/cmtt/m/it/10 ICSE 2016 (8th International Conference o n [] Underfull \hbox (badness 10000) in paragraph at lines 6656--6660 []\OT1/cmtt/m/n/10 Humphries, R., J. G. Venditti, L. S. Sklar, and J. K. Wooste r (2012), Experimental evidence for the effect of hydrographs on sediment pulse dynamics in gravel-bedded rivers, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/ m/n/10 , \OT1/cmtt/m/it/10 48\OT1/cmtt/m/n/10 (1), [] Underfull \hbox (badness 10000) in paragraph at lines 6689--6693 []\OT1/cmtt/m/n/10 I en W (2018), Mirt onderzoek duurzame bodemligging rijntakk en eindrapportage: "de rivierbodem is de basis van alle belangen". bijlage 1: E indrapport mirt onderzoek inclusief kostenramingen, \OT1/cmtt/m/it/10 Tech. rep .\OT1/cmtt/m/n/10 , [] [43] Underfull \hbox (badness 10000) in paragraph at lines 6747--6751 []\OT1/cmtt/m/n/10 Infrasite.nl (2007), Groen licht voor hoger stuwpeil Maas en Maas-Waalkanaal, []$https : / / www . infrasite . nl / waterbouw-[]deltas / 20 07 / 09 / 27 / groen-[]licht-[]voor-[]hoger-[]stuwpeil-[]maas-[]en-[]maas-[]waa lkanaal/$[], accessed: [] Underfull \hbox (badness 10000) in paragraph at lines 6767--6771 []\OT1/cmtt/m/n/10 Isaacson, E., J. J. Stoker, and A. Troesch (1954), Numerical solution of flood prediction and river regulation problems, \OT1/cmtt/m/it/10 Tech. Rep. II IMN-NYU 205\OT1/cmtt/m/n/10 , New York University Institute for M athematics and [] Underfull \hbox (badness 10000) in paragraph at lines 6773--6777 []\OT1/cmtt/m/n/10 Iseya, F., and H. Ikeda (1987), Pulsations in bedload transp ort rates induced by a longitudinal sediment sorting: A flume study using sand and gravel mixtures, \OT1/cmtt/m/it/10 Geografiska Annaler: Series A, Physical [] Underfull \hbox (badness 10000) in paragraph at lines 6785--6789 []\OT1/cmtt/m/n/10 Itoh, T., A. Ikeda, T. Nagayama, and T. Mizuyama (2017), Hyd raulic model tests for propagation of flow and sediment in floods due to breaki ng of a natural landslide dam during a mountainous torrent, \OT1/cmtt/m/it/10 I nt J [] Underfull \hbox (badness 10000) in paragraph at lines 6792--6796 []\OT1/cmtt/m/n/10 Itoh, T., A. Ikeda, T. Nagayama, and T. Mizuyama (2018), Hyd raulic model tests for propagation of flow and sediment in floods due to breaki ng of a natural landslide dam during a mountainous torrent, \OT1/cmtt/m/it/10 I nt J [] Underfull \hbox (badness 10000) in paragraph at lines 6812--6816 []\OT1/cmtt/m/n/10 Iwantoro, A. P., M. van der Vegt, and M. G. Kleinhans (2021) , Effects of sediment grain size and channel slope on the stability of river bi furcations, \OT1/cmtt/m/it/10 Earth Surf Proc Land\OT1/cmtt/m/n/10 , \OT1/cmtt/ m/it/10 46\OT1/cmtt/m/n/10 (10), 2004--2018, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 6819--6823 []\OT1/cmtt/m/n/10 Iwasaki, T., J. Nelson, Y. Shimizu, and G. Parker (2017), Nu merical simulation of large-scale bed load particle tracer advection-dispersion in rivers with free bars, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT 1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 6830--6834 []\OT1/cmtt/m/n/10 Jaballah, M., B. Camenen, L. P^^Senard, and A. Paquier (2015 ), Alternate bar development in an alpine river following engineering works, \O T1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 81\OT1/cmt t/m/n/10 , 103--113, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . advwatres . 2015 . 03 . 003$\OT1/cmtt/m/n/10 , fluvial [] Underfull \hbox (badness 10000) in paragraph at lines 6845--6849 []\OT1/cmtt/m/n/10 Jafarinik, S., and E. Viparelli (2020), Alluvial morphodynam ics of low-slope bedrock reaches transporting nonuniform bed material, \OT1/cmt t/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 56\OT1/cmtt/m/n/ 10 (10), e2020WR027,345, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1029 / [] [44] Underfull \hbox (badness 10000) in paragraph at lines 6864--6869 []\OT1/cmtt/m/n/10 Jagtap, A. D., E. Kharazmi, and G. E. Karniadakis (2020), Co nservative physics-informed neural networks on discrete domains for conservatio n laws: Applications to forward and inverse problems, \OT1/cmtt/m/it/10 Compute r [] Underfull \hbox (badness 10000) in paragraph at lines 6890--6894 []\OT1/cmtt/m/n/10 James, F., M. Postel, and M. Sep^^Sulveda (2000), Numerical comparison between relaxation and nonlinear equilibrium models. application to chemical engineering, \OT1/cmtt/m/it/10 Phys D Nonlinear Phenom\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 138\OT1/cmtt/m/n/10 (3), 316--333, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 6901--6905 []\OT1/cmtt/m/n/10 Jang, C.-L., and Y. Shimizu (2005a), Numerical simulation of relatively wide, shallow channels with erodible banks, \OT1/cmtt/m/it/10 Journ al of Hydraulic Engineering\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 131\OT1/cmtt/m/ n/10 (7), 565--575, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) 0733-[]9429(2005 ) 131 : [] Underfull \hbox (badness 10000) in paragraph at lines 6928--6932 []\OT1/cmtt/m/n/10 Jaramillo, W. F., and S. C. Jain (1983), Characteristic para meters of nonequilibrium processes in alluvial channels of finite length, \OT1/ cmtt/m/it/10 Water Resources Research\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 19\OT 1/cmtt/m/n/10 (4), 952--958, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 6940--6944 []\OT1/cmtt/m/n/10 Javernick, L., D. M. Hicks, R. Measures, B. Caruso, and J. B rasington (2016), Numerical modelling of braided rivers with structure-from-mot ion-derived terrain models, \OT1/cmtt/m/it/10 River Res. Appl.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 32\OT1/cmtt/m/n/10 (5), 1071--1081, [] Underfull \hbox (badness 10000) in paragraph at lines 6947--6951 []\OT1/cmtt/m/n/10 Javernick, L., M. Redolfi, and W. Bertoldi (2018), Evaluatio n of a numerical model's ability to predict bed load transport observed in brai ded river experiments, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , \OT 1/cmtt/m/it/10 115\OT1/cmtt/m/n/10 , 207--218, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 6953--6957 []\OT1/cmtt/m/n/10 Jeffreys, H. (1925), The flow of water in an inclined channe l of rectangular section, \OT1/cmtt/m/it/10 The London, Edinburgh, and Dublin P hilosophical Magazine and Journal of Science\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/1 0 49\OT1/cmtt/m/n/10 (293), 793--807, doi:$\OT1/cmr/m/n/10 10 . 1080 / [] [45] Underfull \hbox (badness 10000) in paragraph at lines 7033--7037 []\OT1/cmtt/m/n/10 John, F. (1960), Continuous dependence on data for solutions of partial differential equations with a prescribed bound, \OT1/cmtt/m/it/10 C ommun Pure Appl Math\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 13\OT1/cmtt/m/n/10 (4) , 551--585, doi:$\OT1/cmr/m/n/10 10 . 1002 / cpa . 3160130402$\OT1/cmtt/m/n/10 , wll posed data [] Underfull \hbox (badness 10000) in paragraph at lines 7049--7053 []\OT1/cmtt/m/n/10 Johnson, M. A., P. Noble, L. M. Rodrigues, and K. Zumbrun (2 014), Behavior of periodic solutions of viscous conservation laws under localiz ed and nonlocalized perturbations, \OT1/cmtt/m/it/10 Inventiones mathematicae\O T1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 7083--7087 []\OT1/cmtt/m/n/10 de Jong, J., and M. Yossef (2016), Riviermodellen in D-HYDRO - pilotapplicatie Rijntakken : Advies voor algemeen functioneel ontwerp voor d e zesde generatie modellen van RWS, \OT1/cmtt/m/it/10 rapport Deltares\OT1/cmtt /m/n/10 , Deltares, [] Underfull \hbox (badness 10000) in paragraph at lines 7099--7103 []\OT1/cmtt/m/n/10 de Jong, J., V. Chavarrias, and W. Ottevanger (2021), Eindev aluatie pilot Langsdammen in de Waal; hydromorphological data and observations, \OT1/cmtt/m/it/10 Rapport Deltares 11204644\OT1/cmtt/m/n/10 , Deltares, Delft, the Netherlands, [] Underfull \hbox (badness 10000) in paragraph at lines 7105--7109 []\OT1/cmtt/m/n/10 de Jong, W. (2005), Onzekerheidsanalyse bodemverandering Gre nsmaas: Een onderzoek naar de onzekerheid in de met SOBEK-graded gemodelleerde bodemverandering van de Grensmaas ten gevolge van de variatie in [] Underfull \hbox (badness 10000) in paragraph at lines 7137--7141 []\OT1/cmtt/m/n/10 Juez, C., J. Murillo, and P. Garc^^S^^Pa-Navarro (2014), A 2 d weakly-coupled and efficient numerical model for transient shallow flow and m ovable bed, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it /10 71\OT1/cmtt/m/n/10 , 93--109, doi:$\OT1/cmr/m/n/10 http : / / dx . doi . or g / 10 . 1016 / j . [] Underfull \hbox (badness 10000) in paragraph at lines 7144--7148 []\OT1/cmtt/m/n/10 Juez, C., C. Ferrer-Boix, J. Murillo, M. A. Hassan, and P. G arc^^S^^Pa-Navarro (2016), A model based on hirano-exner equations for two-dime nsional transient flows over heterogeneous erodible beds, \OT1/cmtt/m/it/10 Adv Water [] Underfull \hbox (badness 10000) in paragraph at lines 7150--7154 []\OT1/cmtt/m/n/10 Juez, C., M. A. Hassan, and M. J. Franca (2018), The origin of fine sediment determines the observations of suspended sediment fluxes under unsteady flow conditions, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 54\OT1/cmtt/m/n/10 (8), 5654--5669, [] Underfull \hbox (badness 10000) in paragraph at lines 7162--7167 []\OT1/cmtt/m/n/10 Julien, P. Y., G. J. Klaassen, W. B. M. ten. Brinke, A. W. E . Wilbers, and L. van. Bendegom (2002), Case study: Bed resistance of Rhine Riv er during 1998 flood, \OT1/cmtt/m/it/10 Journal of Hydraulic Engineering\OT1/cm tt/m/n/10 , \OT1/cmtt/m/it/10 128\OT1/cmtt/m/n/10 (12), [] [46] Underfull \hbox (badness 10000) in paragraph at lines 7254--7258 []\OT1/cmtt/m/n/10 Karim, M. F., F. M. Holly, and J. F. Kennedy (1983), Bed arm ouring procedures in IALLUVIAL and application to the Missouri River, \OT1/cmtt /m/it/10 Tech. Rep. 269\OT1/cmtt/m/n/10 , Iowa Institute for Hydraulic Research , University of Iowa, [] Underfull \hbox (badness 10000) in paragraph at lines 7281--7285 []\OT1/cmtt/m/n/10 Kashyap, C. D. T. D. R. C. G. T. T., Shalini; Rennie (2010), Flow around submerged groynes in a sharp bend using a 3d les model, in \OT1/cm tt/m/it/10 Dittrich,Andreas; Koll, Katinka; Aberle, Jochen; Geisenhainer, Peter [] Underfull \hbox (badness 10000) in paragraph at lines 7288--7292 []\OT1/cmtt/m/n/10 Kassa, K., C. Castro-Bolinaga, L. Guertault, G. A. Fox, P. R ussell, and E. D. Brown (2023), Quantifying the impact of model selection when examining bank retreat and sediment transport in stream [] Underfull \hbox (badness 10000) in paragraph at lines 7300--7305 []\OT1/cmtt/m/n/10 Kasvi, E., P. Alho, E. Lotsari, Y. Wang, A. Kukko, H. Hyypp^ ^?a, and J. Hyypp^^?a (2015), Two-dimensional and three-dimensional computation al models in hydrodynamic and morphodynamic reconstructions of a river [] Underfull \hbox (badness 10000) in paragraph at lines 7307--7311 []\OT1/cmtt/m/n/10 Kater, E. (2014), P-map rijntakken rws-on 1999-2014: Gis-mod ules en datasets gemiddelde zomerbedhoogten per hectometervak, nautisch kilomet ervak en riviertraject, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , Rijkswat erstaat, [] Underfull \hbox (badness 10000) in paragraph at lines 7319--7323 []\OT1/cmtt/m/n/10 Kaye, C. A., and E. S. Barghoorn (1964), Late Quaternary sea -level change and crustal rise at Boston, Massachusetts, with notes on the auto compaction of peat, \OT1/cmtt/m/it/10 Geol Soc Am Bull\OT1/cmtt/m/n/10 , \OT1/c mtt/m/it/10 75\OT1/cmtt/m/n/10 (2), 63--80, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 7326--7331 []\OT1/cmtt/m/n/10 Kazhyken, K., J. Videman, and C. Dawson (2021a), Discontinuo us galerkin methods for a dispersive wave hydro-morphodynamic model with bed-lo ad transport, \OT1/cmtt/m/it/10 Computer Methods in Applied Mechanics and [] Underfull \hbox (badness 10000) in paragraph at lines 7334--7338 []\OT1/cmtt/m/n/10 Kazhyken, K., J. Videman, and C. Dawson (2021b), Discontinuo us galerkin methods for a dispersive wave hydro-sediment-morphodynamic model, \ OT1/cmtt/m/it/10 Computer Methods in Applied Mechanics and Engineering\OT1/cmtt /m/n/10 , \OT1/cmtt/m/it/10 377\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 7345--7349 []\OT1/cmtt/m/n/10 Kellermann, J. (2011), \OT1/cmtt/m/it/10 Information 2011, W asser und Schifffahrtsdirektion S^^?ud\OT1/cmtt/m/n/10 , chap. Langfristige Soh lentwicklungen in der Donau zwischen Straubing und Hofkirchen, pp. 72--77, Wass er und [] [47] Underfull \hbox (badness 10000) in paragraph at lines 7391--7397 []\OT1/cmtt/m/n/10 van Kessel, T., H. Winterwerp, B. van Prooijen, M. van Ledde n, and W. Borst (2011b), Modelling the seasonal dynamics of SPM with a simple a lgorithm for the buffering of fines in a sandy seabed, \OT1/cmtt/m/it/10 Cont S helf [] Underfull \hbox (badness 10000) in paragraph at lines 7404--7409 []\OT1/cmtt/m/n/10 Khorrami, Z., and M. A. Banihashemi (2019a), Numerical simul ation of sedimentation process in reservoirs and development of a non-coupled a lgorithm to improve long-term modeling, \OT1/cmtt/m/it/10 International Journal of [] Underfull \hbox (badness 10000) in paragraph at lines 7411--7415 []\OT1/cmtt/m/n/10 Khorrami, Z., and M. A. Banihashemi (2019b), Improving multi -block sigma-coordinate for 3d simulation of sediment transport and steep slope bed evolution, \OT1/cmtt/m/it/10 Applied Mathematical Modelling\OT1/cmtt/m/n/1 0 , \OT1/cmtt/m/it/10 67\OT1/cmtt/m/n/10 , 378--398, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 7429--7433 []\OT1/cmtt/m/n/10 Kimiaghalam, N., M. Goharrokhi, S. P. Clark, and H. Ahmari ( 2015), A comprehensive fluvial geomorphology study of riverbank erosion on the red river in winnipeg, manitoba, canada, \OT1/cmtt/m/it/10 J Hydrol\OT1/cmtt/m/ n/10 , \OT1/cmtt/m/it/10 529\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 7443--7448 []\OT1/cmtt/m/n/10 Kinneging, N., M. Snellen, D. Eleftherakis, D. Simons, E. Mo sselman, and A. Sieben (2012), River bed classification using multi-beam echo-s ounder backscatter data, in \OT1/cmtt/m/it/10 Proc. Hydro12 - Taking care of th e [] Underfull \hbox (badness 10000) in paragraph at lines 7456--7460 []\OT1/cmtt/m/n/10 Klaassen, G., J. Lambeek, E. Mosselman, H. Duizendstra, and M. Nieuwenhuijzen (1998), Re-naturalization of the Meuse river in the Netherlan ds, \OT1/cmtt/m/it/10 artikel (congres)\OT1/cmtt/m/n/10 , Water Resources Publi cations, Highlands [] Underfull \hbox (badness 10000) in paragraph at lines 7486--7489 []\OT1/cmtt/m/n/10 Klaassen, G. J., H. Tukker, J. Driegen, and G. van der Woude (1986), Morfologie afgepleisterde beddingen: proeven met hoogwatergolven, \OT1 /cmtt/m/it/10 Tech. Rep. M2061/Q212\OT1/cmtt/m/n/10 , Delft Hydraulics Laborato ry, Delft, the [] Underfull \hbox (badness 10000) in paragraph at lines 7492--7495 []\OT1/cmtt/m/n/10 Klaassen, G. J., E. Mosselman, G. Masselink, H. Bruhl, M. Hu isink, E. Koomen, and A. C. Seymonsbergen (1993), Planform changes in large bra ided sand-bed rivers, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , W.L. | Del ft Hydraulics [] Underfull \hbox (badness 10000) in paragraph at lines 7506--7509 []\OT1/cmtt/m/n/10 Kleinhans, M., J. van den Berg, A. Wilbers, and J. de Kramer (2000), De allier als morfologisch voorbeeld voor de grensmaas: deel iii: sedi menttransport en afpleistering, \OT1/cmtt/m/it/10 Natuurhistorisch maandblad\OT 1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 7512--7516 []\OT1/cmtt/m/n/10 Kleinhans, M., A. Wilbers, and W. Ten Brinke (2007), Opposit e hysteresis of sand and gravel transport upstream and downstream of a bifurcat ion during a flood in the river rhine, the netherlands, [] Underfull \hbox (badness 10000) in paragraph at lines 7520--7525 []\OT1/cmtt/m/n/10 Kleinhans, M., A. Verkade, T. van Wessel, M. Bastings, W. Ma rra, T. van Gog, W. van Westrenen, and M. Reichwein (2015), Moon, mars and mund us: primary school children discover the nature and science of [] Underfull \hbox (badness 10000) in paragraph at lines 7549--7553 []\OT1/cmtt/m/n/10 Kleinhans, M. G. (2023), Measuring and manipulating the rhin e river branches: Interactions of theory and embodied understanding in eighteen th century river hydraulics, \OT1/cmtt/m/it/10 Berichte zur [] [48] Underfull \hbox (badness 10000) in paragraph at lines 7575--7579 []\OT1/cmtt/m/n/10 Kleinhans, M. G., H. R. A. Jagers, E. Mosselman, and C. J. S loff (2008), Bifurcation dynamics and avulsion duration in meandering rivers by one-dimensional and three-dimensional models, \OT1/cmtt/m/it/10 Water Resour R es\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 7587--7591 []\OT1/cmtt/m/n/10 Kleinhans, M. G., M. F. P. Bierkens, and M. van der Perk (20 10), Hess opinions on the use of laboratory experimentation: "hydrologists, bri ng out shovels and garden hoses and hit the dirt", \OT1/cmtt/m/it/10 Hydrol Ear th [] Underfull \hbox (badness 10000) in paragraph at lines 7601--7607 []\OT1/cmtt/m/n/10 Kleinhans, M. G., W. M. van Dijk, W. I. van de Lageweg, D. C . J. D. Hoyal, H. Markies, M. van Maarseveen, C. Roosendaal, W. van Weesep, D. van Breemen, R. Hoendervoogt, and N. Cheshier (2014), Quantifiable [] Underfull \hbox (badness 10000) in paragraph at lines 7610--7614 []\OT1/cmtt/m/n/10 Kleinhans, M. G., J. R. F. W. Leuven, L. Braat, and A. Baar (2017), Scour holes and ripples occur below the hydraulic smooth to rough trans ition of movable beds, \OT1/cmtt/m/it/10 Sedimentology\OT1/cmtt/m/n/10 , \OT1/c mtt/m/it/10 64\OT1/cmtt/m/n/10 (5), 1381--1401, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 7617--7622 []\OT1/cmtt/m/n/10 Kleinhans, M. G., W. J. McMahon, and N. S. Davies (2024), Wh at even is a meandering river? a philosophy-enhanced synthesis of multilevel ca uses and systemic interactions contributing to river meandering, [] Underfull \hbox (badness 10000) in paragraph at lines 7629--7634 []\OT1/cmtt/m/n/10 Kl^^?osch, M., W. ten Brinke, M. Krapesch, and H. Habersack (2022), Sediment management in the rhine catchment: Inventory of knowledge, res earch and monitoring, and an advice on future sediment research, [] Underfull \hbox (badness 10000) in paragraph at lines 7642--7646 []\OT1/cmtt/m/n/10 Knight, D. W., M. Omran, and X. Tang (2007), Modeling depth- averaged velocity and boundary shear in trapezoidal channels with secondary flo ws, \OT1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 133\ OT1/cmtt/m/n/10 (1), 39--47, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) [] Underfull \hbox (badness 10000) in paragraph at lines 7709--7714 []\OT1/cmtt/m/n/10 Komar, P. D., and M. C. Miller (1975), "On the comparison be tween the threshold of sediment motion under waves and unidirectional currents with a discussion of the practical evaluation of the threshold; [] Underfull \hbox (badness 10000) in paragraph at lines 7716--7720 []\OT1/cmtt/m/n/10 Komarova, N. L., and A. C. Newell (1995), \OT1/cmtt/m/it/10 Nonlinear Dynamics and Pattern Formation in the Natural Environment\OT1/cmtt/m/ n/10 , chap. 10: The mean flows driven by sandbar instabilities, pp. 147--167, Pitman research notes [] [49] Underfull \hbox (badness 10000) in paragraph at lines 7737--7740 []\OT1/cmtt/m/n/10 Kondolf, G. M., and J. T. Minear (2004), Coarse sediment aug mentation on the Trinity River below Lewiston Dam: Geomorphic perspectives and review of past projects, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , Trinity River Restoration [] Underfull \hbox (badness 10000) in paragraph at lines 7744--7750 []\OT1/cmtt/m/n/10 Kondolf, G. M., Y. Gao, G. W. Annandale, G. L. Morris, E. Ji ang, J. Zhang, Y. Cao, P. Carling, K. Fu, Q. Guo, R. Hotchkiss, C. Peteuil, T. Sumi, H.-W. Wang, Z. Wang, Z. Wei, B. Wu, C. Wu, and C. T. Yang [] Underfull \hbox (badness 10000) in paragraph at lines 7752--7756 []\OT1/cmtt/m/n/10 Koren, B. (1993), A robust upwind discretization method for advection, diffusion and source terms, in \OT1/cmtt/m/it/10 Numerical Methods f or Advection-Diffusion Problems\OT1/cmtt/m/n/10 , edited by C. B. Vreugdenhil a nd B. Koren, pp. [] Underfull \hbox (badness 10000) in paragraph at lines 7764--7768 []\OT1/cmtt/m/n/10 Kostaschuk, R., D. Shugar, J. Best, D. Parsons, S. Lane, R. Hardy, and O. Orfeo (2009), Suspended sediment transport and deposition over a dune: R^^S^^Po Paran^^Sa, Argentina, \OT1/cmtt/m/it/10 Earth Surf Process Landf \OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 34\OT1/cmtt/m/n/10 (12), [] Underfull \hbox (badness 10000) in paragraph at lines 7826--7833 []\OT1/cmtt/m/n/10 Kremer, J. N., J. M. Vaudrey, D. S. Ullman, D. L. Bergondo, N. LaSota, C. Kincaid, D. L. Codiga, and M. J. Brush (2010), Simulating propert y exchange in estuarine ecosystem models at ecologically [] Underfull \hbox (badness 10000) in paragraph at lines 7826--7833 \OT1/cmtt/m/n/10 appropriate scales, \OT1/cmtt/m/it/10 Ecol Model\OT1/cmtt/m/n/ 10 , \OT1/cmtt/m/it/10 221\OT1/cmtt/m/n/10 (7), 1080--1088, doi:$\OT1/cmr/m/n/1 0 https : / / doi . org / 10 . 1016 / j . ecolmodel . 2009 . 12 . 014$\OT1/cmtt /m/n/10 , special Issue on Advances in Modeling Estuarine and Coastal Ecosystem s: Approaches, Validation, and [] Underfull \hbox (badness 10000) in paragraph at lines 7844--7848 []\OT1/cmtt/m/n/10 Kubatko, E. J., and J. J. Westerink (2007), Exact discontinu ous solutions of exner's bed evolution model: Simple theory for sediment bores, \OT1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 133\OT1 /cmtt/m/n/10 (3), 305--311, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) [] Underfull \hbox (badness 10000) in paragraph at lines 7902--7906 []\OT1/cmtt/m/n/10 Kurstjens, G. (2019), Effect van langsdammen opstroomdalflor a langs de Waal vier jaar na aanleg, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/ 10 , Ontwikkeling+beheer natuurkwaliteit, ARK natuur ontwikkeling, Staatsbosbeh eer, WWF, 35 pp., (in [] [50] Underfull \hbox (badness 10000) in paragraph at lines 7924--7928 []\OT1/cmtt/m/n/10 Laan, S., V. Chavarrias, Y. Huismans, and R. van der Wijk () , Verzilting hollandsche ijssel en lek: Evaluatie en systeemanalyse op basis va n metingen, \OT1/cmtt/m/it/10 Tech. Rep. 11206830-017-ZWS-0001\OT1/cmtt/m/n/10 , Deltares, Delft, [] Underfull \hbox (badness 10000) in paragraph at lines 7931--7936 []\OT1/cmtt/m/n/10 Labbe, J. M., K. S. Hadley, A. M. Schipper, R. S. E. W. Leuv en, and C. Perala-Gardiner (2011), Influence of bank materials, bed sediment, a nd riparian vegetation on channel form along a gravel-to-sand [] Underfull \hbox (badness 10000) in paragraph at lines 7946--7950 []\OT1/cmtt/m/n/10 Lai, S. Y. J., Y.-T. Hsiao, and F.-C. Wu (2017), Asymmetric effects of subaerial and subaqueous basement slopes on self-similar morphology of prograding deltas, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmt t/m/n/10 , \OT1/cmtt/m/it/10 122\OT1/cmtt/m/n/10 (12), [] Underfull \hbox (badness 10000) in paragraph at lines 7957--7962 []\OT1/cmtt/m/n/10 Lai, Z., J. Zhao, S. Zhao, and L. Huang (2023), Signed dista nce field enhanced fully resolved cfd-dem for simulation of granular flows invo lving multiphase fluids and irregularly shaped particles, \OT1/cmtt/m/it/10 Com puter [] Underfull \hbox (badness 10000) in paragraph at lines 7965--7969 []\OT1/cmtt/m/n/10 Lajeunesse, E., L. Malverti, and F. Charru (2010), Bed load transport in turbulent flow at the grain scale: Experiments and modeling, \OT1/ cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/1 0 115\OT1/cmtt/m/n/10 (F4), F04,001, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 7978--7983 []\OT1/cmtt/m/n/10 Lajeunesse, E., O. Devauchelle, F. Lachauss^^See, and P. Cla udin (2017), Bedload transport in laboratory rivers: The erosion-deposition mod el, in \OT1/cmtt/m/it/10 Gravel-Bed Rivers: Process and Disasters\OT1/cmtt/m/n/ 10 , edited by [] Underfull \hbox (badness 10000) in paragraph at lines 8001--8005 []\OT1/cmtt/m/n/10 Lamb, M. P., W. E. Dietrich, and L. S. Sklar (2008), A model for fluvial bedrock incision by impacting suspended and bed load sediment, \OT 1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it /10 113\OT1/cmtt/m/n/10 (F3), F03,025, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 8008--8012 []\OT1/cmtt/m/n/10 Lamb, M. P., J. A. Nittrouer, D. Mohrig, and J. Shaw (2012), Backwater and river plume controls on scour upstream of river mouths: Implicat ions for fluvio-deltaic morphodynamics, \OT1/cmtt/m/it/10 J. Geophys. Res., Ear th [] Underfull \hbox (badness 10000) in paragraph at lines 8014--8018 []\OT1/cmtt/m/n/10 Lambeek, J. (1996), Nature rehabilitation project Grensmaas environmental impact assessment study - part 1.3 : Hydraulic and morphological investigation - sediment transport in the Grensmaas, \OT1/cmtt/m/it/10 rapport [] Underfull \hbox (badness 10000) in paragraph at lines 8036--8040 []\OT1/cmtt/m/n/10 van Landeghem, K., I. Yiannoukos, C. McCarron, J. Morgan, an d B. Clayton-Smith (2020), The influence of gravel mixed with sand on the forma tion and development of ripples, in \OT1/cmtt/m/it/10 Proceedings of the Europe an [] Underfull \hbox (badness 10000) in paragraph at lines 8067--8071 []\OT1/cmtt/m/n/10 de Lange, S. I., S. Naqshband, and A. J. F. Hoitink (2021), Quantifying hydraulic roughness from field data: Can dune morphology tell the w hole story?, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/i t/10 57\OT1/cmtt/m/n/10 (12), e2021WR030,329, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 8073--8076 []\OT1/cmtt/m/n/10 Langendoen, E. J. (2000), CONCEPTS|conservational channel ev olu-tion and pollutant transport system, \OT1/cmtt/m/it/10 Res. rep. 16\OT1/cmt t/m/n/10 , USDA, Agricultural Research Service, National Sedimentation Laborato ry, Oxford, Miss., [] [51] Underfull \hbox (badness 10000) in paragraph at lines 8078--8082 []\OT1/cmtt/m/n/10 Langendoen, E. J., and C. V. Alonso (2008), Modeling the evo lution of incised streams: I. model formulation and validation of flow and stre ambed evolution components, \OT1/cmtt/m/it/10 Journal of Hydraulic Engineering\ OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 8090--8094 []\OT1/cmtt/m/n/10 Langendoen, E. J., A. Mendoza, J. D. Abad, P. Tassi, D. Wang , R. Ata, K. El Kadi Abderrezzak, and J.-M. Hervouet (2016), Improved numerical modeling of morphodynamics of rivers with steep banks, \OT1/cmtt/m/it/10 Adv W ater [] Underfull \hbox (badness 10000) in paragraph at lines 8107--8111 []\OT1/cmtt/m/n/10 Langhorst, T., and T. Pavelsky (2023), Global observations o f riverbank erosion and accretion from landsat imagery, \OT1/cmtt/m/it/10 Journ al of Geophysical Research: Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 1 28\OT1/cmtt/m/n/10 (2), e2022JF006,774, doi:$\OT1/cmr/m/n/10 https : [] Underfull \hbox (badness 10000) in paragraph at lines 8145--8149 []\OT1/cmtt/m/n/10 Lanzoni, S., A. Ferdousi, and N. Tambroni (2017b), River ban ks and channel axis curvature: effects on the longitudinal dispersion in alluvi al rivers, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , pp. --, doi:$\O T1/cmr/m/n/10 10 . 1016 / j . advwatres . 2017 . 10 . [] Underfull \hbox (badness 10000) in paragraph at lines 8152--8156 []\OT1/cmtt/m/n/10 Lanzoni, S., A. Ferdousi, and N. Tambroni (2018), River bank s and channel axis curvature: Effects on the longitudinal dispersion in alluvia l rivers, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/1 0 113\OT1/cmtt/m/n/10 , 55--72, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . advwatres . [] Underfull \hbox (badness 10000) in paragraph at lines 8172--8176 []\OT1/cmtt/m/n/10 Lauer, J. W., and G. Parker (2008), Modeling framework for s ediment deposition, storage, and evacuation in the floodplain of a meandering r iver: Theory, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/ it/10 44\OT1/cmtt/m/n/10 (4), W04,425, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 8179--8182 []\OT1/cmtt/m/n/10 Lauer, J. W., G. Parker, and W. E. Dietrich (2008), Response of the strickland and fly river confluence to postglacial sea level rise, \OT1 /cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/ 10 113\OT1/cmtt/m/n/10 (F1), F01S06, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 8185--8189 []\OT1/cmtt/m/n/10 Lauer, J. W., C. Li, E. Viparelli, and H. Piegay (2014), Mas t-1d: A size-specific sediment transport and tracer model with off-channel stor age, in \OT1/cmtt/m/it/10 Proceedings World Environmental and Water Resources [] Underfull \hbox (badness 10000) in paragraph at lines 8192--8196 []\OT1/cmtt/m/n/10 Lauer, J. W., E. Viparelli, and H. Pi^^Segay (2016), Morphod ynamics and sediment tracers in 1-D (MAST-1D): 1-D sediment transport that incl udes exchange with an off-channel sediment reservoir, \OT1/cmtt/m/it/10 Adv Wat er [] Overfull \hbox (131.53468pt too wide) in paragraph at lines 8203--8207 []\OT1/cmtt/m/n/10 Laurens, F. (2020), Estimating navigable areas in scarce dat a river environments: A Chindwin case study, M.Sc thesis, TU Delft, The Netherl ands., available from http://resolver.tudelft.nl/uuid:828da8d0-513a-4f7b-9c8e-b 0e351d3f7c8. [] Underfull \hbox (badness 10000) in paragraph at lines 8234--8238 []\OT1/cmtt/m/n/10 Le, T. B., A. Crosato, and W. S. J. Uijttewaal (2018a), Long -term morphological developments of river channels separated by a longitudinal training wall, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , \OT1/cmtt/m /it/10 113\OT1/cmtt/m/n/10 , 73--85, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . [] Underfull \hbox (badness 10000) in paragraph at lines 8241--8245 []\OT1/cmtt/m/n/10 Le, T. B., A. Crosato, E. Mosselman, and W. S. J. Uijttewaal (2018b), On the stability of river bifurcations created by longitudinal traini ng walls. numerical investigation, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/ m/n/10 , \OT1/cmtt/m/it/10 113\OT1/cmtt/m/n/10 , [] [52] Underfull \hbox (badness 10000) in paragraph at lines 8296--8300 []\OT1/cmtt/m/n/10 Lee, s., D. Truong An, and V. Le (2019), Investigation of sh ear stress distribution in a 90 degree channel bend, \OT1/cmtt/m/it/10 Internat ional Journal of Applied Mechanics and Engineering\OT1/cmtt/m/n/10 , \OT1/cmtt/ m/it/10 24\OT1/cmtt/m/n/10 , 213--220, doi:$\OT1/cmr/m/n/10 10 . 2478 / [] Underfull \hbox (badness 10000) in paragraph at lines 8315--8319 []\OT1/cmtt/m/n/10 Legleiter, C. J., and P. C. Kyriakidis (2006), Forward and i nverse transformations between Cartesian and channel-fitted coordinate systems for meandering rivers, \OT1/cmtt/m/it/10 Math Geol\OT1/cmtt/m/n/10 , \OT1/cmtt/ m/it/10 38\OT1/cmtt/m/n/10 (8), 927--958, doi:$\OT1/cmr/m/n/10 10 . 1007 / [] Underfull \hbox (badness 10000) in paragraph at lines 8321--8325 []\OT1/cmtt/m/n/10 Leijnse, T. (2018), Computationally efficient modelling of c ompound flooding due to tropical cyclones with the explicit inclusion of wave-d riven processes: Research into the required processes and the [] Underfull \hbox (badness 10000) in paragraph at lines 8328--8334 []\OT1/cmtt/m/n/10 Leijnse, T., M. van Ormondt, K. Nederhoff, and A. van Donger en (2021), Modeling compound flooding in coastal systems using a computationall y efficient reduced-physics solver: Including fluvial, pluvial, [] Underfull \hbox (badness 10000) in paragraph at lines 8351--8355 []\OT1/cmtt/m/n/10 Lenzi, M. A., L. Mao, and F. Comiti (2006), Effective discha rge for sediment transport in a mountain river: Computational approaches and ge omorphic effectiveness, \OT1/cmtt/m/it/10 J Hydrol\OT1/cmtt/m/n/10 , \OT1/cmtt/ m/it/10 326\OT1/cmtt/m/n/10 (1!!e!!4), 257--276, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 8372--8376 []\OT1/cmtt/m/n/10 Leopold, L. B., W. W. Emmett, and R. M. Myrick (1966), Chann el and hillslope processes in a semiarid area, New Mexico, \OT1/cmtt/m/it/10 Pr ofessional Paper 352-G\OT1/cmtt/m/n/10 , USGS, US Government Printing Office, W ashington, DC, United [] Underfull \hbox (badness 10000) in paragraph at lines 8383--8387 []\OT1/cmtt/m/n/10 Lesser, G. R., J. A. Roelvink, J. A. T. M. van Kester, and G . S. Stelling (2004), Development and validation of a three-dimensional morphol ogical model, \OT1/cmtt/m/it/10 Coastal Eng\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 51\OT1/cmtt/m/n/10 (8--9), 883--915, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . [] Underfull \hbox (badness 10000) in paragraph at lines 8395--8400 []\OT1/cmtt/m/n/10 Li, C., M. J. Czapiga, E. C. Eke, E. Viparelli, and G. Parke r (2014a), Variable shields number model for river bankfull geometry: bankfull shear velocity is viscosity-dependent but grain size-independent, [] Underfull \hbox (badness 10000) in paragraph at lines 8403--8410 []\OT1/cmtt/m/n/10 Li, C., M. J. Czapiga, E. C. Eke, E. Viparelli, and G. Parke r (2016a), Closure to "Variable Shields number model for river bankfull geometr y: bankfull shear velocity is viscosity-dependent but grain [] Underfull \hbox (badness 10000) in paragraph at lines 8403--8410 \OT1/cmtt/m/n/10 size-independent" by Chuan Li, Matthew J. Czapiga, Esther C. E ke, Enrica Viparelli, and Gary Parker, J. Hydraulic Res. 53(1), 2015, 36-48,, \ OT1/cmtt/m/it/10 J. Hydraul. Res.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 54\OT1/cm tt/m/n/10 (2), 234--237, doi:$\OT1/cmr/m/n/10 10 . 1080 / 00221686 . 2015 . [] Underfull \hbox (badness 10000) in paragraph at lines 8412--8417 []\OT1/cmtt/m/n/10 Li, D., K. Xu, J. M. Harris, and E. Darve (2020), Coupled ti me-lapse full-waveform inversion for subsurface flow problems using intrusive a utomatic differentiation, \OT1/cmtt/m/it/10 Water Resources Research\OT1/cmtt/m /n/10 , \OT1/cmtt/m/it/10 56\OT1/cmtt/m/n/10 (8), [] [53] Underfull \hbox (badness 10000) in paragraph at lines 8450--8454 []\OT1/cmtt/m/n/10 Li, W., H. J. de Vriend, Z. Wang, and D. S. van Maren (2013) , Morphological modeling using a fully coupled, total variation diminishing upw ind-biased centered scheme, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 49\OT1/cmtt/m/n/10 (6), 3547--3565, [] Underfull \hbox (badness 10000) in paragraph at lines 8457--8461 []\OT1/cmtt/m/n/10 Li, W., Z. Wang, H. J. de Vriend, and D. S. van Maren (2014b ), Long-term effects of water diversions on the longitudinal flow and bed profi les, \OT1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 140 \OT1/cmtt/m/n/10 (6), 1--10, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) HY . [] Underfull \hbox (badness 10000) in paragraph at lines 8471--8475 []\OT1/cmtt/m/n/10 Li, W., Z. Su, D. S. van Maren, Z. Wang, and H. J. de Vriend (2017b), Mechanisms of hyperconcentrated flood propagation in a dynamic channe l-floodplain system, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , pp. - -, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . [] Underfull \hbox (badness 10000) in paragraph at lines 8485--8489 []\OT1/cmtt/m/n/10 Li, Z., A. Mendoza, J. D. Abad, T. A. Endreny, B. Han, E. Ca rrisoza, and R. Dominguez (2023), High-resolution modeling of meander neck cuto ffs: laboratory and field scales, \OT1/cmtt/m/it/10 Frontiers in Earth Science\ OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 11\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 8492--8496 []\OT1/cmtt/m/n/10 Liang, M., C. Van Dyk, and P. Passalacqua (2016), Quantifyin g the patterns and dynamics of river deltas under conditions of steady forcing and relative sea level rise, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\ OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 8498--8502 []\OT1/cmtt/m/n/10 Liang, Q., and A. G. L. Borthwick (2008), Simple treatment o f non-aligned boundaries in a cartesian grid shallow flow model, \OT1/cmtt/m/it /10 International Journal for Numerical Methods in Fluids\OT1/cmtt/m/n/10 , \OT 1/cmtt/m/it/10 56\OT1/cmtt/m/n/10 (11), 2091--2110, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 8505--8509 []\OT1/cmtt/m/n/10 Liang, Q., J. Zang, A. G. L. Borthwick, and P. H. Taylor (20 07), Shallow flow simulation on dynamically adaptive cut cell quadtree grids, \ OT1/cmtt/m/it/10 International Journal for Numerical Methods in Fluids\OT1/cmtt /m/n/10 , \OT1/cmtt/m/it/10 53\OT1/cmtt/m/n/10 (12), [] Underfull \hbox (badness 10000) in paragraph at lines 8539--8543 []\OT1/cmtt/m/n/10 Lindhart, M., E. Mosselman, and H. Avila (2015), Stratified secondary circulation in the rio magdalena, colombia, in \OT1/cmtt/m/it/10 Proc eedings of the 9th symposium of River, Coastal, and Estuarine Morphodynamics, [] Underfull \hbox (badness 10000) in paragraph at lines 8573--8577 []\OT1/cmtt/m/n/10 Lisle, T., Y. Cui, G. Parker, J. Pizzuto, and A. Dodd (2001) , The dominance of dispersion in the evolution of bed material waves in grave-b ed rivers, \OT1/cmtt/m/it/10 Earth Surf Processes Landf\OT1/cmtt/m/n/10 , \OT1/ cmtt/m/it/10 26\OT1/cmtt/m/n/10 , 1409--1420, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 8580--8584 []\OT1/cmtt/m/n/10 Lisle, T. E., H. Ikeda, and F. Iseya (1991), Formation of st ationary alternate bars in a steep channel with mixed-size sediment: A flume ex periment, \OT1/cmtt/m/it/10 Earth Surf Process Landf\OT1/cmtt/m/n/10 , \OT1/cmt t/m/it/10 16\OT1/cmtt/m/n/10 (5), 463--469, doi: [] [54] Underfull \hbox (badness 10000) in paragraph at lines 8630--8634 []\OT1/cmtt/m/n/10 Lokin, L. R., J. J. Warmink, A. Bomers, and S. J. M. H. Huls cher (2022), River dune dynamics during low flows, \OT1/cmtt/m/it/10 Geophys Re s Lett\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 49\OT1/cmtt/m/n/10 (8), e2021GL097,1 27, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1029 / 2021GL097127$\OT1/ cmtt/m/n/10 , e2021GL097127 [] Underfull \hbox (badness 10000) in paragraph at lines 8646--8650 []\OT1/cmtt/m/n/10 Longhitano, S. G. (2008), Sedimentary facies and sequence st ratigraphy of coarse-grained Gilbert-type deltas within the Pliocene thrust-top Potenza Basin (southern Apennines, Italy), \OT1/cmtt/m/it/10 Sediment Geol\OT1 /cmtt/m/n/10 , \OT1/cmtt/m/it/10 210\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 8653--8658 []\OT1/cmtt/m/n/10 Lonnquest, J., B. Toussaint, J. Joe Manous, and M. Ertsen (E ds.) (2014), \OT1/cmtt/m/it/10 Two Centuries of Experience in Water Resources M anagement. A Dutch-U.S. Retrospective.\OT1/cmtt/m/n/10 , Institute for Water Re sources, U.S. Army [] Underfull \hbox (badness 10000) in paragraph at lines 8677--8681 []\OT1/cmtt/m/n/10 Lorenzo-Trueba, J., and V. R. Voller (2010), Analytical and numerical solution of a generalized Stefan problem exhibiting two moving bounda ries with application to ocean delta formation, \OT1/cmtt/m/it/10 J Math Anal A ppl\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 8684--8688 []\OT1/cmtt/m/n/10 Lorenzo-Trueba, J., V. R. Voller, T. Muto, W. Kim, C. Paola, and J. B. Swenson (2009), A similarity solution for a dual moving boundary pro blem associated with a coastal-plain depositional system, \OT1/cmtt/m/it/10 J F luid [] Underfull \hbox (badness 10000) in paragraph at lines 8691--8696 []\OT1/cmtt/m/n/10 Lorenzo-Trueba, J., V. R. Voller, and C. Paola (2013), A geo metric model for the dynamics of a fluvially dominated deltaic system under bas e-level change, \OT1/cmtt/m/it/10 Computers & Geosciences\OT1/cmtt/m/n/10 , \OT 1/cmtt/m/it/10 53\OT1/cmtt/m/n/10 (0), 39--47, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 8725--8729 []\OT1/cmtt/m/n/10 Luijendijk, A. P., M. A. de Schipper, and R. Ranasinghe (201 9), Morphodynamic acceleration techniques for multi-timescale predictions of co mplex sandy interventions, \OT1/cmtt/m/it/10 Journal of Marine Science and [] Underfull \hbox (badness 10000) in paragraph at lines 8732--8736 []\OT1/cmtt/m/n/10 Luo, X., S. Yuan, H. Tang, D. Xu, Q. Ran, Y. Cen, and D. Lia ng (2024), Enhanced physics-informed neural networks for efficient modelling of hydrodynamics in river networks, \OT1/cmtt/m/it/10 Hydrological Processes\OT1/ cmtt/m/n/10 , \OT1/cmtt/m/it/10 38\OT1/cmtt/m/n/10 (4), [] Underfull \hbox (badness 10000) in paragraph at lines 8755--8759 []\OT1/cmtt/m/n/10 Lyczkowski, R. W., C. W. Slobrig, D. Gidaspow, and E. D. Hug hes (1975), Characteristics and stability analyses of transient one-dimensional two phase flow equations and their finite difference [] Underfull \hbox (badness 10000) in paragraph at lines 8762--8766 []\OT1/cmtt/m/n/10 Lyczkowski, R. W., D. Gidaspow, C. W. Solbrig, and E. D. Hug hes (1978), Characteristics and stability analyses of transient one-dimensional two-phase flow equations and their finite difference [] [55] Underfull \hbox (badness 10000) in paragraph at lines 8788--8793 []\OT1/cmtt/m/n/10 L^^Sopez-Ramade, E., R. P. Mulligan, G. Medell^^S^^Pn, and A . Torres-Freyermuth (2023), Modelling beach morphological responses near coasta l structures under oblique waves driven by sea-breezes, \OT1/cmtt/m/it/10 Coast al [] Underfull \hbox (badness 10000) in paragraph at lines 8800--8804 []\OT1/cmtt/m/n/10 Ma, H., J. A. Nittrouer, K. Naito, X. Fu, Y. Zhang, A. J. Mo odie, Y. Wang, B. Wu, and G. Parker (2017), The exceptional sediment load of fi ne-grained dispersal systems: Example of the yellow river, china, [] Underfull \hbox (badness 10000) in paragraph at lines 8807--8810 []\OT1/cmtt/m/n/10 MacArthur, R., D. T. Williams, and W. A. Thomas (1990), Stat us and new capabilities of computer program hec-6 'scour and deposition in rive rs and reservoirs', \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , Hydrologic E ngineering Center [] Underfull \hbox (badness 10000) in paragraph at lines 8816--8820 []\OT1/cmtt/m/n/10 MacQueen, J., et al. (1967), Some methods for classification and analysis of multivariate observations, in \OT1/cmtt/m/it/10 Proceedings of the fifth Berkeley symposium on mathematical statistics and probability\OT1/cm tt/m/n/10 , vol. 1, [] Underfull \hbox (badness 10000) in paragraph at lines 8834--8838 []\OT1/cmtt/m/n/10 Maghsoodi, R., M. S. Roozgar, H. Sarkardeh, and H. M. Azamat hulla (2012), 3d-simulation of flow over submerged weirs, \OT1/cmtt/m/it/10 Int ernational Journal of Modelling and Simulation\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it /10 32\OT1/cmtt/m/n/10 (4), 237--243, doi:$\OT1/cmr/m/n/10 10 . 2316 / Journal . [] Underfull \hbox (badness 10000) in paragraph at lines 8846--8850 []\OT1/cmtt/m/n/10 Mahadevan, A., J. Oliger, and R. Street (1996), A nonhydrost atic mesoscale ocean model. part i: Well-posedness and scaling, \OT1/cmtt/m/it/ 10 J Phys Oceanogr\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 26\OT1/cmtt/m/n/10 (9), 1868--1880, doi:$\OT1/cmr/m/n/10 10 . 1175 / 1520-[]0485(1996 ) 026\OMS/cmtt/m/ it/10 h\OT1/cmr/m/n/10 1868 : ANMOMP [] 2 . [] Underfull \hbox (badness 10000) in paragraph at lines 8891--8896 []\OT1/cmtt/m/n/10 van Manen, G. R., J. G. Onneweer, and J. H. van den Berg (19 94), Ruimtelijke variatie van de sedimentaire structuur en textuur van de beddi ng van de Grensmaas (stuw Borgharen, km. 15.5 - Maaseik, km. [] Underfull \hbox (badness 10000) in paragraph at lines 8913--8917 []\OT1/cmtt/m/n/10 Margenberg, N., D. Hartmann, C. Lessig, and T. Richter (2022 ), A neural network multigrid solver for the navier-stokes equations, \OT1/cmtt /m/it/10 Journal of Computational Physics\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 4 60\OT1/cmtt/m/n/10 , 110,983, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1016 / j . [] Underfull \hbox (badness 10000) in paragraph at lines 8920--8925 []\OT1/cmtt/m/n/10 Margenberg, N., R. Jendersie, C. Lessig, and T. Richter (202 4), Dnn-mg: A hybrid neural network/finite element method with applications to 3d simulations of the navier{stokes equations, \OT1/cmtt/m/it/10 Computer Metho ds [] [56] Underfull \hbox (badness 10000) in paragraph at lines 8956--8962 []\OT1/cmtt/m/n/10 van der Mark, C. F., and M. Lemans (2020), Operational 2D wa ter depth prediction using echo sounder data of inland ships, in \OT1/cmtt/m/it /10 River Flow 2020: Proceedings of the 10th Conference on Fluvial Hydraulics [] Underfull \hbox (badness 10000) in paragraph at lines 9036--9040 []\OT1/cmtt/m/n/10 Marra, W. A., D. R. Parsons, M. G. Kleinhans, G. M. Keevil, and R. E. Thomas (2014), Near-bed and surface flow division patterns in experim ental river bifurcations, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 50\OT1/cmtt/m/n/10 (2), 1506--1530, [] Underfull \hbox (badness 10000) in paragraph at lines 9043--9047 []\OT1/cmtt/m/n/10 Martin, L. R., K. P. Purohit, and D. J. Jerolmack (2014), Se dimentary bed evolution as a mean-reverting random walk: Implications for trace r statistics, \OT1/cmtt/m/it/10 Geophys Res Lett\OT1/cmtt/m/n/10 , \OT1/cmtt/m/ it/10 41\OT1/cmtt/m/n/10 (17), 6152--6159, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 9056--9060 []\OT1/cmtt/m/n/10 Mart^^S^^Pn-Vide, J. P., C. Ferrer-Boix, and A. Ollero (2010 ), Incision due to gravel mining: Modeling a case study from the G^^Sallego Riv er, Spain, \OT1/cmtt/m/it/10 Geomorphology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 117\OT1/cmtt/m/n/10 (3), 261--271, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . geomorp h . 2009 . 01 . [] Underfull \hbox (badness 10000) in paragraph at lines 9063--9067 []\OT1/cmtt/m/n/10 Mart^^S^^Pnez-Aranda, S., J. Murillo, and P. Garc^^S^^Pa-Nav arro (2021), Comparison of new efficient 2D models for the simulation of bedloa d transport using the augmented roe approach, \OT1/cmtt/m/it/10 Adv Water Resou r\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 153\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 9077--9081 []\OT1/cmtt/m/n/10 Martini, I., E. Ambrosetti, and F. Sandrelli (2017), The rol e of sediment supply in large-scale stratigraphic architecture of ancient Gilbe rt-type deltas (Pliocene Siena-Radicofani Basin, Italy), \OT1/cmtt/m/it/10 Sedi ment [] Underfull \hbox (badness 10000) in paragraph at lines 9084--9088 []\OT1/cmtt/m/n/10 Martins, K., C. E. Blenkinsopp, R. Deigaard, and H. E. Power (2018), Energy dissipation in the inner surf zone: New insights from lidar-bas ed roller geometry measurements, \OT1/cmtt/m/it/10 Journal of Geophysical Resea rch: [] Underfull \hbox (badness 10000) in paragraph at lines 9097--9102 []\OT1/cmtt/m/n/10 Mart^^S^^Pn-Vide, J. P., C. M. S. Fael, F. N. nez Gonz^^Sale z, C. Ferrer-Boix, C. A. V. Santos, A. Prats-Punt^^S^^P, and V. Chavarrias (202 2), A large bridge pier in an alluvial channel: Local scourversus [] Underfull \hbox (badness 10000) in paragraph at lines 9127--9131 []\OT1/cmtt/m/n/10 Mays, L. W. (2010b), A brief history of roman water technolo gy, in \OT1/cmtt/m/it/10 Ancient Water Technologies\OT1/cmtt/m/n/10 , edited by L. W. Mays, chap. 7, pp. 115--137, Springer, Dordrecht, the Netherlands, doi:$ \OT1/cmr/m/n/10 10 . 1007 / 978-[]90-[]481-[]8632-[]7 \OMS/cmtt/m/it/10 n [] Underfull \hbox (badness 10000) in paragraph at lines 9133--9138 []\OT1/cmtt/m/n/10 Mazure, J. P. (1963), Hydraulic research for the Zuiderzeewo rks, in \OT1/cmtt/m/it/10 Selected Aspects of Hydraulic Engineering. Liber Amic orum dedicated to Johannes Theodoor Thijsse, on occasion of his retirement as [] [57] Underfull \hbox (badness 10000) in paragraph at lines 9152--9156 []\OT1/cmtt/m/n/10 McKie, C. W., C. Juez, B. D. Plumb, W. K. Annable, and M. J. Franca (2021), How large immobile sediments in gravel bed rivers impact sedime nt transport and bed morphology, \OT1/cmtt/m/it/10 Journal of Hydraulic Enginee ring\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 9159--9163 []\OT1/cmtt/m/n/10 McLean, D., K. Oberhagemann, H. Wiebe, and S. Bennett (2016) , River stabilization and development: Jamuna-padma and dependent areas, \OT1/c mtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , JV Northwest Hydraulic Consultants - E uroconsult Mott [] Underfull \hbox (badness 10000) in paragraph at lines 9176--9180 []\OT1/cmtt/m/n/10 Meijer, D., and M. Kleinhans (1996), Nature rehabilitation p roject Grensmaas environmental impact assessment study - Hydraulic and morpholo gical investigation : scale model T0-test series, \OT1/cmtt/m/it/10 rapport [] Underfull \hbox (badness 10000) in paragraph at lines 9199--9204 []\OT1/cmtt/m/n/10 Mens, M., R. van der Wijk, N. Kramer, J. Hunink, J. de Jong, B. Becker, P. Gijsbers, and C. ten Velden (2018), Hotspotanalyses voor het Del taprogramma Zoetwater : inhoudelijke rapportage, \OT1/cmtt/m/it/10 rapport [] Underfull \hbox (badness 10000) in paragraph at lines 9207--9211 []\OT1/cmtt/m/n/10 Men^^Sendez, A., P. Garc^^S^^Pa, N. Badano, L. Kazimierski, and S. Guizzardi (2021), Prediction of sedimentation in an extended and heterog eneous navigation waterway, \OT1/cmtt/m/it/10 Ribagua\OT1/cmtt/m/n/10 , \OT1/cm tt/m/it/10 8\OT1/cmtt/m/n/10 (1), 13--33, doi:$\OT1/cmr/m/n/10 10 . 1080 / 2386 3781 . [] Underfull \hbox (badness 10000) in paragraph at lines 9218--9221 []\OT1/cmtt/m/n/10 Merkle, C., and M. Athavale (1987), Time-accurate unsteady i ncompressible flow algorithms based on artificial compressibility, \OT1/cmtt/m/ it/10 Tech. Rep. 1987-1137\OT1/cmtt/m/n/10 , AIAA, Washington, DC, United State s, doi:$\OT1/cmr/m/n/10 10 . 2514 / 6 . [] Underfull \hbox (badness 10000) in paragraph at lines 9238--9242 []\OT1/cmtt/m/n/10 Metzler, R., and J. Klafter (2004), The restaurant at the en d of the random walk: recent developments in the description of anomalous trans port by fractional dynamics, \OT1/cmtt/m/it/10 J Phys A: Math Gen\OT1/cmtt/m/n/ 10 , \OT1/cmtt/m/it/10 37\OT1/cmtt/m/n/10 (31), [] Underfull \hbox (badness 10000) in paragraph at lines 9245--9250 []\OT1/cmtt/m/n/10 Meulen, M. J. van der., M. Rijnveld, L. M. Gerrits, J. Jozia sse, and M. W. van Heijst (2006), Handling sediments in dutch river management: The planning stage of the maaswerken river widening project, \OT1/cmtt/m/it/10 J. [] Underfull \hbox (badness 10000) in paragraph at lines 9258--9262 []\OT1/cmtt/m/n/10 van der Mheen, M., and J. Prins (2015), Morfologische ontwik kelingen in de Grensmaas; Analyse van bodemveranderingen als gevolg van de Maas werken met metingen en WAQMorf, \OT1/cmtt/m/it/10 Tech. Rep. 1209376-000\OT1/cm tt/m/n/10 , Deltares, [] Underfull \hbox (badness 10000) in paragraph at lines 9270--9275 []\OT1/cmtt/m/n/10 MIKOS, M., G. PENDER, and T. HOEY (1999), Use of a modified hiding function in the simulation ofgraded sediment transport during degradatio n, in \OT1/cmtt/m/it/10 Proc. 28th IAHR World Congress, 22--27 August, Graz, [] Underfull \hbox (badness 10000) in paragraph at lines 9283--9288 []\OT1/cmtt/m/n/10 Miller, K. L., T. Szab^^So, D. J. Jerolmack, and G. Domokos (2014), Quantifying the significance of abrasion and selective transport for do wnstream fluvial grain size evolution, \OT1/cmtt/m/it/10 J. Geophys. Res., Eart h [] Underfull \hbox (badness 10000) in paragraph at lines 9300--9304 []\OT1/cmtt/m/n/10 Minns, A. W., A. Verwey, and I. R. Warren (2022), "Computati onal hydraulics: stage for the hydroinformatics act", in \OT1/cmtt/m/it/10 "Mic hael Abbott's Hydroinformatics: Poiesis of New Relationships with Water"\OT1/cm tt/m/n/10 , IWA [] [58] Underfull \hbox (badness 10000) in paragraph at lines 9343--9347 []\OT1/cmtt/m/n/10 Miyagawa, Y., T. Sumi, Y. Takemon, and S. Kobayashi (2017), Effects of sediment replenishment on riverbed material size distribution and at tached algal biomass in the downstream reaches of a dam, [] Underfull \hbox (badness 10000) in paragraph at lines 9353--9356 []\OT1/cmtt/m/n/10 Mobasher, A., and A. Helmy (2019), Backwater rise due to bri dge piers in curved channels under subcritical flow conditions, \OT1/cmtt/m/it/ 10 Australian Journal of Basic and Applied Sciences\OT1/cmtt/m/n/10 , pp. 117-- 127, doi:$\OT1/cmr/m/n/10 10 . 22587 / ajbas . [] Underfull \hbox (badness 10000) in paragraph at lines 9364--9367 []\OT1/cmtt/m/n/10 Mokrzycka, A. (2013), The impact of the change of river chan nel geometry on the size and range of backwater from the receiving body, \OT1/c mtt/m/it/10 Scientific Journals of The Maritime University of Szczecin\OT1/cmtt /m/n/10 , \OT1/cmtt/m/it/10 33\OT1/cmtt/m/n/10 (105), [] Underfull \hbox (badness 10000) in paragraph at lines 9370--9374 []\OT1/cmtt/m/n/10 Mol, A., C. Swinkels, J. Schouten, J. de Vroeg, and A. Luije ndijk (2008), Wave-driven sediment transport in coastal models : evaluation of model developments in Delft3D and UNIBEST, \OT1/cmtt/m/it/10 rapport Deltares\O T1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 9376--9380 []\OT1/cmtt/m/n/10 Molnar, P. (2004), Late cenozoic increase in accumulation ra tes of terrestrial sediment: How might climate change have affected erosion rat es?, \OT1/cmtt/m/it/10 Annu Rev Earth Planet Sci\OT1/cmtt/m/n/10 , \OT1/cmtt/m/ it/10 32\OT1/cmtt/m/n/10 (1), 67--89, doi:$\OT1/cmr/m/n/10 10 . 1146 / annurev . [] Underfull \hbox (badness 10000) in paragraph at lines 9407--9411 []\OT1/cmtt/m/n/10 Morgan, J. A., N. Kumar, A. R. Horner-Devine, S. Ahrendt, E. Istanbullouglu, and C. Bandaragoda (2020), The use of a morphological accelera tion factor in the simulation of large-scale fluvial [] Underfull \hbox (badness 10000) in paragraph at lines 9423--9427 []\OT1/cmtt/m/n/10 Morris, P. H., and D. J. Williams (1999a), A worldwide corre lation for exponential bed particle size variation in subaerial aqueous flows, \OT1/cmtt/m/it/10 Earth Surf Process Landf\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 24\OT1/cmtt/m/n/10 (9), 835--847, doi:$\OT1/cmr/m/n/10 10 . 1002 / (SICI ) [] Underfull \hbox (badness 10000) in paragraph at lines 9429--9433 []\OT1/cmtt/m/n/10 Morris, P. H., and D. J. Williams (1999b), Worldwide correla tions for subaerial aqueous flows with exponential longitudinal profiles, \OT1/ cmtt/m/it/10 Earth Surf Process Landf\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 24\OT 1/cmtt/m/n/10 (10), 867--879, doi:$\OT1/cmr/m/n/10 10 . 1002 / (SICI ) [] Underfull \hbox (badness 10000) in paragraph at lines 9460--9465 []\OT1/cmtt/m/n/10 Mosselman, E. (2005), Basic equations for sediment transport in CFD for fluvial morphodynamics, in \OT1/cmtt/m/it/10 Computational Fluid Dy namics: Applications in Environmental Hydraulics\OT1/cmtt/m/n/10 , edited by P. D. Bates, S. N. [] Underfull \hbox (badness 10000) in paragraph at lines 9467--9471 []\OT1/cmtt/m/n/10 Mosselman, E. (2006), \OT1/cmtt/m/it/10 Braided Rivers: Proc ess, Deposits, Ecology and Management\OT1/cmtt/m/n/10 , chap. Bank Protection a nd River Training Along the Braided Brahmaputra-Jamuna River, Bangladesh, pp. 2 77--287, Blackwell [] Underfull \hbox (badness 10000) in paragraph at lines 9473--9477 []\OT1/cmtt/m/n/10 Mosselman, E. (2009a), \OT1/cmtt/m/it/10 Proceedings of the 6th Symposium on River Coastal and Estuarine Morphodynamics, 21-25 September, S anta Fe, Argentina.\OT1/cmtt/m/n/10 , chap. Intrinsic steady alternate bars in alluvial channels. [] [59] Underfull \hbox (badness 10000) in paragraph at lines 9489--9493 []\OT1/cmtt/m/n/10 Mosselman, E. (2010b), \OT1/cmtt/m/it/10 Proceedings of the International Conference on Waterways of Russia: Engineering, Operation and Mai ntenance, Managements, 1-2 October, Saint Petersburg, Russia.\OT1/cmtt/m/n/10 , chap. Intrinsic [] Underfull \hbox (badness 10000) in paragraph at lines 9500--9504 []\OT1/cmtt/m/n/10 Mosselman, E. (2013a), \OT1/cmtt/m/it/10 Gravel-bed Rivers: Processes, Tools, Environments,\OT1/cmtt/m/n/10 , chap. 9, Modelling Sediment T ransport and Morphodynamics of Gravel-bed Rivers, pp. 101--115, John Wiley & So ns, Chichester, [] Underfull \hbox (badness 10000) in paragraph at lines 9510--9514 []\OT1/cmtt/m/n/10 Mosselman, E. (2018a), Modelling in applied hydraulics: More accurate in decision-making than in science?, in \OT1/cmtt/m/it/10 Advances in Hydroinformatics\OT1/cmtt/m/n/10 , edited by P. Gourbesville, J. Cunge, and G. Caignaert, pp. [] Underfull \hbox (badness 10000) in paragraph at lines 9544--9548 []\OT1/cmtt/m/n/10 Mosselman, E., and K. Sloff (2002), Effect of local scour ho les on macroscale river morphology, in \OT1/cmtt/m/it/10 Proceedings of the XXt h International Conference on Fluvial Hydraulics (River Flow), Louvain-la-Neuve , [] Underfull \hbox (badness 10000) in paragraph at lines 9550--9556 []\OT1/cmtt/m/n/10 Mosselman, E., and K. Sloff (2007), The importance of floods for bed topography and bed sediment composition: numerical modelling of Rhine bifurcation at Pannerden, in \OT1/cmtt/m/it/10 Gravel-Bed Rivers VI: From Proce ss [] Underfull \hbox (badness 10000) in paragraph at lines 9550--9556 \OT1/cmtt/m/it/10 Understanding to River Restoration\OT1/cmtt/m/n/10 , \OT1/cmt t/m/it/10 Developments in Earth Surface Processes\OT1/cmtt/m/n/10 , vol. 11, ed ited by H. Habersack, H. Pi^^Segay, and M. Rinaldi, chap. 7, pp. 161--179, Else vier, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1016 / [] Underfull \hbox (badness 10000) in paragraph at lines 9558--9563 []\OT1/cmtt/m/n/10 Mosselman, E., and K. Sloff (2008), \OT1/cmtt/m/it/10 Gravel -Bed Rivers VI: From Process Understanding to River Restoration\OT1/cmtt/m/n/10 , vol. 11, chap. 7: The importance of floods for bed topography and bed sedime nt composition: [] Underfull \hbox (badness 10000) in paragraph at lines 9565--9569 []\OT1/cmtt/m/n/10 Mosselman, E., and H. Verheij (2000), Applications of artifi cial neural networks to the generation of wave equations from hydraulic data, \ OT1/cmtt/m/it/10 Journal of Hydraulic Research\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it /10 38\OT1/cmtt/m/n/10 (4), 317--318, doi:$\OT1/cmr/m/n/10 10 . 1080 / [] Underfull \hbox (badness 10000) in paragraph at lines 9578--9582 []\OT1/cmtt/m/n/10 Mosselman, E., A. Sieben, K. Sloff, and A. Wolters (1999), E ffect of spatial grain size variations on two-dimensional river bed morphology, in \OT1/cmtt/m/it/10 Proc. of the 1st IAHR symposium on River, Coastal, and [] Underfull \hbox (badness 10000) in paragraph at lines 9585--9590 []\OT1/cmtt/m/n/10 Mosselman, E., T. Shishikura, and G. J. Klaassen (2000), Eff ect of bank stabilization on bend scour in anabranches of braided rivers, \OT1/ cmtt/m/it/10 Physics and Chemistry of the Earth, Part B: Hydrology, Oceans and [] Underfull \hbox (badness 10000) in paragraph at lines 9605--9609 []\OT1/cmtt/m/n/10 Mosselman, E., P. Kerssens, F. van der Knaap, D. Schwanenber g, and K. Sloff (2004), Sustainable river fairway maintenance and improvement, \OT1/cmtt/m/it/10 Tech. Rep. Q3757.00\OT1/cmtt/m/n/10 , Delft Hydraulics Labora tory, Delft, the [] Underfull \hbox (badness 10000) in paragraph at lines 9612--9616 []\OT1/cmtt/m/n/10 Mosselman, E., M. Tubino, and G. Zolezzi (2006), \OT1/cmtt/m /it/10 Proceedings of the 3rd International Conference on Fluvial Hydraulics, L isbon, Portugal, 6-8 September\OT1/cmtt/m/n/10 , chap. The overdeepening theory in river [] Underfull \hbox (badness 10000) in paragraph at lines 9626--9633 []\OT1/cmtt/m/n/10 Mosselman, E., K. Sloff, and S. van Vuren (2008), Different sediment mixtures at constant flow conditions can produce the same celerity of bed disturbances, in \OT1/cmtt/m/it/10 Procedings of the 4th International [] Underfull \hbox (badness 10000) in paragraph at lines 9626--9633 \OT1/cmtt/m/it/10 Conference on Fluvial Hydraulics (River Flow), 3-5 September, Cesme, Izmir, Turkey\OT1/cmtt/m/n/10 , vol. 2, edited by M. Altinakar, M. A. K okpinar, []Ismail Aydin, []evket Cokgor, and S. Kirgoz, pp. 1373--1377, Kubaba [] [60] Underfull \hbox (badness 10000) in paragraph at lines 9644--9650 []\OT1/cmtt/m/n/10 Mosselman, E., T. Buijse, E. van der eijl, J. de Jong, V. Ch avarr^^S^^Pas, W. Ottevanger, N. Asselman., P. de Grave, R. van der Mark, R. va n der Wijk, F. Collas, M. van der Vat, K. Sloff, L. Verbrugge, and [] Underfull \hbox (badness 10000) in paragraph at lines 9662--9668 []\OT1/cmtt/m/n/10 Mu~noz, D., D. Yin, R. Bakhtyar, H. Moftakhari, Z. Xue, K. M andli, and C. Ferreira (2021), Inter-Model Comparison of Delft3D-FM and 2D HEC- RAS for Total Water Level Prediction in Coastal to Inland [] Underfull \hbox (badness 10000) in paragraph at lines 9670--9674 []\OT1/cmtt/m/n/10 Mu~noz-Ruiz, M. L., and C. Par^^Ses (2008), \OT1/cmtt/m/it/1 0 On Path-Conservative Numerical Schemes for Hyperbolic Systems of Balance Laws \OT1/cmtt/m/n/10 , pp. 305--312, Springer-Verlag Berlin-Heidelberg, Heidelgberg , Germany, Berlin, [] Underfull \hbox (badness 10000) in paragraph at lines 9676--9680 []\OT1/cmtt/m/n/10 Murillo, J., and P. Garc^^S^^Pa-Navarro (2021), A solution o f the junction riemann problem for 1d hyperbolic balance laws in networks inclu ding supersonic flow conditions on elastic collapsible tubes, \OT1/cmtt/m/it/10 Symmetry\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 9683--9689 []\OT1/cmtt/m/n/10 Murillo, J., P. Garcia-Navarro, and J. Burguete (2007), The influence of source terms on stability and conservation in 1d hyperbolic system of equations: Aplication to fixed and movable beds, in \OT1/cmtt/m/it/10 Numer ical [] Underfull \hbox (badness 10000) in paragraph at lines 9737--9741 []\OT1/cmtt/m/n/10 Muto, T., and R. J. Steel (1997), Principles of regression a nd transgression; the nature of the interplay between accommodation and sedimen t supply, \OT1/cmtt/m/it/10 J Sediment Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 67\OT1/cmtt/m/n/10 (6), 994--1000, doi:$\OT1/cmr/m/n/10 10 . 1306 / [] Underfull \hbox (badness 10000) in paragraph at lines 9743--9747 []\OT1/cmtt/m/n/10 Muto, T., and J. B. Swenson (2005), Large-scale fluvial grad e as a nonequilibrium state in linked depositional systems: Theory and experime nt, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cm tt/m/it/10 110\OT1/cmtt/m/n/10 (F3), F03,002, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 9755--9759 []\OT1/cmtt/m/n/10 Na Ranong, C., J. Hapke, and W. Roetzel (2010), Numerical ca lculation of the transient behaviour of two pure cross-flow heat exchangers cou pled by a circulating flow stream, \OT1/cmtt/m/it/10 Heat Mass Transfer.\OT1/cm tt/m/n/10 , \OT1/cmtt/m/it/10 46\OT1/cmtt/m/n/10 (10), [] Underfull \hbox (badness 10000) in paragraph at lines 9773--9777 []\OT1/cmtt/m/n/10 Nabi, M., I. Kimura, and Y. Shimizu (2013a), The effect of d ischarge variability on river bedform, \OT1/cmtt/m/it/10 Journal of Japan Socie ty of Civil Engineers, Ser. A2 (Applied Mechanics)\OT1/cmtt/m/n/10 , \OT1/cmtt/ m/it/10 69\OT1/cmtt/m/n/10 (2), 553--562, doi:$\OT1/cmr/m/n/10 10 . 2208 / [] Underfull \hbox (badness 10000) in paragraph at lines 9780--9784 []\OT1/cmtt/m/n/10 Nabi, M., H. J. de Vriend, E. Mosselman, C. J. Sloff, and Y. Shimizu (2013b), Detailed simulation of morphodynamics: 2. sediment pickup, tr ansport, and deposition, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \ OT1/cmtt/m/it/10 49\OT1/cmtt/m/n/10 (8), 4775--4791, [] Underfull \hbox (badness 10000) in paragraph at lines 9794--9798 []\OT1/cmtt/m/n/10 Nabi, M., I. Kimura, S. M. Hsu, S. Giri, and Y. Shimizu (201 5), Computational modeling of dissipation and regeneration of fluvial sand dune s under variable discharges, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\ OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 9807--9812 []\OT1/cmtt/m/n/10 Naito, K., H. Ma, J. A. Nittrouer, Y. Zhang, B. Wu, Y. Wang, X. Fu, and G. Parker (2019), Extended Engelund-Hansen type sediment transport relation for mixtures based on the sand-silt-bed Lower Yellow [] [61] Underfull \hbox (badness 10000) in paragraph at lines 9823--9827 []\OT1/cmtt/m/n/10 Nakagawa, H., and T. Tsujimoto (1980a), Stochastic study on origin of small scale bed forms related to probabilistic characteristics of bed load movements, in \OT1/cmtt/m/it/10 Proc. 3rd International Symposium on [] Underfull \hbox (badness 10000) in paragraph at lines 9849--9853 []\OT1/cmtt/m/n/10 Naqshband, S., J. S. Ribberink, D. Hurther, and S. J. M. H. Hulscher (2014), Bed load and suspended load contributions to migrating sand du nes in equilibrium, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/ m/n/10 , \OT1/cmtt/m/it/10 119\OT1/cmtt/m/n/10 (5), [] Underfull \hbox (badness 10000) in paragraph at lines 9866--9869 []\OT1/cmtt/m/n/10 National Academies of Sciences, E., and Medicine (2014), Ana lysis of several continuous but non-smooth (i.e. c0) artificial porosity formul ations to model drying and flooding (run-up/run-down), \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 9871--9875 []\OT1/cmtt/m/n/10 National Academies of Sciences, E., and Medicine (2023), Cha rting a path in a shifting technical and geopolitical landscape: Post-exascale computing for the national nuclear security administration, \OT1/cmtt/m/it/10 T ech. [] Underfull \hbox (badness 10000) in paragraph at lines 9905--9909 []\OT1/cmtt/m/n/10 Nelson, J. M., R. L. Shreve, S. R. McLean, and T. G. Drake ( 1995), Role of near-bed turbulence structure in bed load transport and bed form mechanics, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it /10 31\OT1/cmtt/m/n/10 (8), 2071--2086, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 9927--9932 []\OT1/cmtt/m/n/10 Nezu, I., H. Nakagawa, and A. Tominaga (1985), Secondary cur rents in a straight channel flow and the relation to its aspect ratio, in \OT1/ cmtt/m/it/10 Turbulent Shear Flows\OT1/cmtt/m/n/10 , edited by L. J. S. Bradbur y, F. Durst, B. E. [] Underfull \hbox (badness 10000) in paragraph at lines 9958--9962 []\OT1/cmtt/m/n/10 van Niekerk, A., K. R. Vogel, R. L. Slingerland, and J. S. B ridge (1992), Routing of heterogeneous sediments over movable bed: Model develo pment, \OT1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 1 18\OT1/cmtt/m/n/10 (2), 246--262, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) [] Underfull \hbox (badness 10000) in paragraph at lines 9970--9974 []\OT1/cmtt/m/n/10 Niesten, I., S. Giri, and W. Ottevanger (2019), Modelling se diment dynamicsin Tenryuu River. Overview of a large-scale and detailed modelli ng study., \OT1/cmtt/m/it/10 Tech. Rep. 1002119-001-ZWS-0001\OT1/cmtt/m/n/10 , Deltares, Delft, the [] Underfull \hbox (badness 10000) in paragraph at lines 9977--9980 []\OT1/cmtt/m/n/10 Niesten, I., A. Kosters, and A. Spruyt (2020), Ontwikkeling zesde-generatie rijntakken model: Modelbouw, kalibratie en validatie, \OT1/cmtt /m/it/10 Tech Rep. concept 11205258-004-ZWS-0008\OT1/cmtt/m/n/10 , Deltares, De lft, the Netherlands, [] [62] Underfull \hbox (badness 10000) in paragraph at lines 10013--10017 []\OT1/cmtt/m/n/10 Nittrouer, J. A., D. Mohrig, M. A. Allison, and A.-P. B. Pey ret (2011), The lowermost Mississippi River: a mixed bedrock-alluvial channel, \OT1/cmtt/m/it/10 Sedimentology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 58\OT1/cmtt /m/n/10 (7), 1914--1934, doi:$\OT1/cmr/m/n/10 10 . 1111 / j . 1365-[]3091 . 201 1 . 01245 . [] Underfull \hbox (badness 10000) in paragraph at lines 10020--10024 []\OT1/cmtt/m/n/10 Nittrouer, J. A., J. Shaw, M. P. Lamb, and D. Mohrig (2012), Spatial and temporal trends for water-flow velocity and bed-material sediment transport in the lower Mississippi River, \OT1/cmtt/m/it/10 Geol Soc Am Bull\OT 1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 10047--10051 []\OT1/cmtt/m/n/10 Ockelford, A., S. Woodcock, and H. Haynes (2019), The impact of inter-flood duration on non-cohesive sediment bed stability, \OT1/cmtt/m/it /10 Earth Surface Processes and Landforms\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 4 4\OT1/cmtt/m/n/10 (14), 2861--2871, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . [] Underfull \hbox (badness 10000) in paragraph at lines 10085--10089 []\OT1/cmtt/m/n/10 Olesen, K. W. (1982), Influence of secondary flow on meander ing rivers, \OT1/cmtt/m/it/10 Tech. Rep. 1-82\OT1/cmtt/m/n/10 , Laboratory of F luid Mechanics, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, [] Underfull \hbox (badness 10000) in paragraph at lines 10144--10148 []\OT1/cmtt/m/n/10 Orr^^Su, C., V. Chavarr^^S^^Pas, W. S. J. Uijttewaal, and A. Blom (2014a), Image analysis for measuring the size stratification in sand-gra vel laboratory experiments, \OT1/cmtt/m/it/10 Earth Surf Dyn\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 2\OT1/cmtt/m/n/10 (1), 217--232, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 10151--10156 []\OT1/cmtt/m/n/10 Orr^^Su, C., V. Chavarr^^S^^Pas, V. Ferrara, and A. Blom (20 14b), A laboratory experiment on the evolution of a sand gravel reach under a l ack of sediment supply, in \OT1/cmtt/m/it/10 Absract presented at the 47th Fall Meeting of [] Underfull \hbox (badness 10000) in paragraph at lines 10159--10163 []\OT1/cmtt/m/n/10 Orr^^Su, C., V. Chavarr^^S^^Pas, V. Ferrara, G. Stecca, and A. Blom (2015), A laboratory experiment on the evolution of a sand gravel reach under a lack of sediment supply, in \OT1/cmtt/m/it/10 Proc. of the 36th IAHR W orld [] [63] Underfull \hbox (badness 10000) in paragraph at lines 10173--10178 []\OT1/cmtt/m/n/10 Orr^^Su, C., A. Blom, V. Chavarr^^S^^Pas, V. Ferrara, and G. Stecca (2016b), A new technique for measuring the bed surface texture during f low and application to a degradational sand-gravel laboratory experiment, [] Underfull \hbox (badness 10000) in paragraph at lines 10189--10193 []\OT1/cmtt/m/n/10 Orton, G. J., and H. G. Reading (1993), Variability of delta ic processes in terms of sediment supply, with particular emphasis on grain siz e, \OT1/cmtt/m/it/10 Sedimentology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 40\OT1/c mtt/m/n/10 (3), 475--512, doi:$\OT1/cmr/m/n/10 10 . 1111 / j . 1365-[]3091 . 19 93 . [] Underfull \hbox (badness 10000) in paragraph at lines 10209--10213 []\OT1/cmtt/m/n/10 Osher, S., and J. A. Sethian (1988), Fronts propagating with curvature-dependent speed: Algorithms based on hamilton-jacobi formulations, \ OT1/cmtt/m/it/10 Journal of Computational Physics\OT1/cmtt/m/n/10 , \OT1/cmtt/m /it/10 79\OT1/cmtt/m/n/10 (1), 12--49, doi:$\OT1/cmr/m/n/10 https : [] Underfull \hbox (badness 10000) in paragraph at lines 10296--10300 []\OT1/cmtt/m/n/10 Ottevanger, W., and C. Martinez Barbosa (2020), Delft3d rive r bed morphodynamics including bed level assimilation: Covadem depth and multib eam bed level measurements, \OT1/cmtt/m/it/10 Tech Rep. 11203766-001-HYE-0002\O T1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 10324--10328 []\OT1/cmtt/m/n/10 Ottevanger, W., K. Blanckaert, W. S. J. Uijttewaal, and H. J . de Vriend (2013), Meander dynamics: A reduced-order nonlinear model without c urvature restrictions for flow and bed morphology, \OT1/cmtt/m/it/10 J. Geophys . [] Underfull \hbox (badness 10000) in paragraph at lines 10331--10335 []\OT1/cmtt/m/n/10 Ottevanger, W., S. Giri, and C. J. Sloff (2015), Sustainable fairway Rhinedelta II : effects of yearly bed stabilisation nourishments, Delt a Program measures and training walls, \OT1/cmtt/m/it/10 rapport\OT1/cmtt/m/n/1 0 , Deltares, Delft, [] [64] Underfull \hbox (badness 10000) in paragraph at lines 10350--10354 []\OT1/cmtt/m/n/10 Ottevanger, W., V. Chavarrias, S. Giri, and E. van der Deijl (2021), Morphological model for the river meuse: Model setup, input visualisat ion, and future steps, \OT1/cmtt/m/it/10 Tech Rep. 11206792-003-ZWS-0002\OT1/cm tt/m/n/10 , Deltares, [] Underfull \hbox (badness 10000) in paragraph at lines 10357--10361 []\OT1/cmtt/m/n/10 Ottevanger, W., V. Chavarrias, and A. Omer (2024a), Morpholo gical model for the river meuse: Case study for the reach sambeek-grave, \OT1/c mtt/m/it/10 Tech. Rep. 11209261-002-ZWS-0008\OT1/cmtt/m/n/10 , Deltares, Delft, the Netherlands, 179 [] Underfull \hbox (badness 10000) in paragraph at lines 10385--10389 []\OT1/cmtt/m/n/10 Overes, P., B. Borsje, A. Luijendijk, and S. Hulscher (2024) , The importance of time-varying, non-tidal currents in modelling in-situ sand wave dynamics, \OT1/cmtt/m/it/10 Coastal Engineering\OT1/cmtt/m/n/10 , \OT1/cmt t/m/it/10 189\OT1/cmtt/m/n/10 , 104,480, doi:$\OT1/cmr/m/n/10 https : [] Underfull \hbox (badness 10000) in paragraph at lines 10403--10408 []\OT1/cmtt/m/n/10 Owens, P., S. Apitz, R. Batalla, A. Collins, M. Eisma, H. Gl indemann, S. Hoornstra, H. Kothe, J. Quinton, K. Taylor, B. Westrich, S. White, and H. Wilkinson (2004), Synthesis of the sednet work package 2 [] Underfull \hbox (badness 10000) in paragraph at lines 10422--10426 []\OT1/cmtt/m/n/10 Paarlberg, A. J., C. M. Dohmen-Janssen, S. J. M. H. Hulscher , and P. Termes (2009), Modeling river dune evolution using a parameterization of flow separation, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/ m/n/10 , \OT1/cmtt/m/it/10 114\OT1/cmtt/m/n/10 (F1), [] Underfull \hbox (badness 10000) in paragraph at lines 10429--10433 []\OT1/cmtt/m/n/10 Paarlberg, A. J., A. Y. A. Omer, and M. F. M. Yossef (2021), Eindevaluatie pilot Langsdammen in de Waal; Delft3D simulations, \OT1/cmtt/m/i t/10 Report HKV Lijn in Water and Deltares PR4153.10 (HKV), 11204644 (Deltares) \OT1/cmtt/m/n/10 , HKV [] Underfull \hbox (badness 10000) in paragraph at lines 10463--10467 []\OT1/cmtt/m/n/10 Paola, C. (2001), \OT1/cmtt/m/it/10 Gravel-bed rivers V\OT1/ cmtt/m/n/10 , chap. Modelling stream braiding over a range of scales, pp. 11--4 6, New Zealand Hydrological Society Inc., Wellington., retrieved from the Unive rsity of Minnesota [] Underfull \hbox (badness 10000) in paragraph at lines 10501--10505 []\OT1/cmtt/m/n/10 Paola, C., G. Parker, R. Seal, S. K. Sinha, J. B. Southard, and P. R. Wilcock (1992b), Downstream fining by selective deposition in a labor atory flume, \OT1/cmtt/m/it/10 Science\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 258\ OT1/cmtt/m/n/10 (5089), 1757--1760, doi:$\OT1/cmr/m/n/10 10 . 1126 / science . 258 . [] Underfull \hbox (badness 10000) in paragraph at lines 10520--10524 []\OT1/cmtt/m/n/10 Paola, C., R. R. Twilley, D. A. Edmonds, W. Kim, D. Mohrig, G. Parker, E. Viparelli, and V. R. Voller (2011), Natural processes in delta re storation: Application to the Mississippi Delta, \OT1/cmtt/m/it/10 Annu Rev Mar [] Underfull \hbox (badness 10000) in paragraph at lines 10527--10531 []\OT1/cmtt/m/n/10 Papanicolaou, A. N., A. Bdour, and E. Wicklein (2004), One-d imensional hydrodynamic/sediment transport model applicable to steep mountain s treams, \OT1/cmtt/m/it/10 J Hydraul Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 42\ OT1/cmtt/m/n/10 (4), 357--375, doi:$\OT1/cmr/m/n/10 10 . 1080 / 00221686 . 2004 . [] [65] Underfull \hbox (badness 10000) in paragraph at lines 10572--10576 []\OT1/cmtt/m/n/10 Parker, G. (1990b), The ``Acronym'' series of Pascal program s for computing bed load transport in gravel rivers., \OT1/cmtt/m/it/10 Externa l Memorandum M-220\OT1/cmtt/m/n/10 , St. Anthony Falls Hydraulic Laboratory, Un iversity of Minnesota, [] Underfull \hbox (badness 10000) in paragraph at lines 10601--10605 []\OT1/cmtt/m/n/10 Parker, G. (2008), Transport of gravel and sediment mixtures , in \OT1/cmtt/m/it/10 Sedimentation Engineering\OT1/cmtt/m/n/10 , edited by M. Garcia, chap. 3, pp. 165--251, America Society of Civil Engineers, Reston, VA, United States, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 10622--10626 []\OT1/cmtt/m/n/10 Parker, G., and L. A. Perg (2005), Probabilistic formulation of conservation of cosmogenic nuclides: effect of surface elevation fluctuatio ns on approach to steady state, \OT1/cmtt/m/it/10 Earth Surf Process Landf\OT1/ cmtt/m/n/10 , \OT1/cmtt/m/it/10 30\OT1/cmtt/m/n/10 (9), [] Underfull \hbox (badness 10000) in paragraph at lines 10661--10665 []\OT1/cmtt/m/n/10 Parker, G., C. Paola, and S. Leclair (2000), Probabilistic E xner sediment continuity equation for mixtures with no active layer, \OT1/cmtt/ m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 126\OT1/cmtt/m/n/1 0 (11), 818--826, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) 0733-[]9429(2000 ) 1 26 : [] Underfull \hbox (badness 10000) in paragraph at lines 10674--10678 []\OT1/cmtt/m/n/10 Parker, G., P. R. Wilcock, C. Paola, W. E. Dietrich, and J. Pitlick (2007), Physical basis for quasi-universal relations describing bankful l hydraulic geometry of single-thread gravel bed rivers, \OT1/cmtt/m/it/10 J. [] Underfull \hbox (badness 10000) in paragraph at lines 10687--10692 []\OT1/cmtt/m/n/10 Parker, G., T. Muto, Y. Akamatsu, W. E. Dietrich, and J. W. Lauer (2008b), Unravelling the conundrum of river response to rising sea-level from laboratory to field. Part I: Laboratory experiments, [] Underfull \hbox (badness 10000) in paragraph at lines 10695--10700 []\OT1/cmtt/m/n/10 Parker, G., T. Muto, Y. Akamatsu, W. E. Dietrich, and J. W. Lauer (2008c), Unravelling the conundrum of river response to rising sea-level from laboratory to field. Part II. the Fly--Strickland River [] Underfull \hbox (badness 10000) in paragraph at lines 10703--10708 []\OT1/cmtt/m/n/10 Parker, G., V. Voller, C. Paola, K. Hill, L. S. Sklar, and W . E. Dietrich (2008d), Comminution as a mechanism for downstream fining in rive rs: formulation, in \OT1/cmtt/m/it/10 Procedings of the 4th International [] [66] Underfull \hbox (badness 10000) in paragraph at lines 10711--10716 []\OT1/cmtt/m/n/10 Parker, G., Y. Shimizu, G. V. Wilkerson, E. C. Eke, J. D. Ab ad, J. W. Lauer, C. Paola, W. E. Dietrich, and V. R. Voller (2011), A new frame work for modeling the migration of meandering rivers, \OT1/cmtt/m/it/10 Earth [] Underfull \hbox (badness 10000) in paragraph at lines 10719--10723 []\OT1/cmtt/m/n/10 Parker, G., C. An, M. P. Lamb, M. H. Garcia, E. H. Dingle, a nd J. G. Venditti (2023), Dimensionless argument: a narrow grain size range nea r 2 mm plays a special role in river sediment transport and [] Underfull \hbox (badness 10000) in paragraph at lines 10726--10730 []\OT1/cmtt/m/n/10 Parker, G., C. An, M. P. Lamb, M. H. Garcia, E. H. Dingle, a nd J. G. Venditti (2024), Dimensionless argument: a narrow grain size range nea r 2mm plays a special role in river sediment transport and [] Underfull \hbox (badness 10000) in paragraph at lines 10739--10743 []\OT1/cmtt/m/n/10 Parsapour-Moghaddam, P., C. D. Rennie, J. Slaney, F. Platzek , H. Shirkhani, E. Jamieson, E. Mosselman, and R. Measures (2023), Implementati on of a new bank erosion model in delft3d, \OT1/cmtt/m/it/10 Journal of Hydraul ic [] Underfull \hbox (badness 10000) in paragraph at lines 10746--10751 []\OT1/cmtt/m/n/10 Parsons, D. R., J. L. Best, O. Orfeo, R. J. Hardy, R. Kostas chuk, and S. N. Lane (2005), Morphology and flow fields of three-dimensional du nes, rio paran^^Sa, argentina: Results from simultaneous multibeam [] Underfull \hbox (badness 10000) in paragraph at lines 10758--10763 []\OT1/cmtt/m/n/10 Patalano, A., C. M. Garc^^S^^Pa, and A. Rodr^^S^^Pguez (2017 ), Rectification of image velocity results (RIVeR): A simple and user-friendly toolbox for large scale water surface particle image velocimetry (PIV) and [] Underfull \hbox (badness 10000) in paragraph at lines 10766--10770 []\OT1/cmtt/m/n/10 Patel, R. G., I. Manickam, N. A. Trask, M. A. Wood, M. Lee, I. Tomas, and E. C. Cyr (2022), Thermodynamically consistent physics-informed n eural networks for hyperbolic systems, \OT1/cmtt/m/it/10 Journal of Computation al [] Underfull \hbox (badness 10000) in paragraph at lines 10778--10782 []\OT1/cmtt/m/n/10 P^^Sechon, P., F. Rivero, H. Johnson, T. Chesher, B. O'Conno r, J.-M. Tanguy, T. Karambas, M. Mory, and L. Hamm (1997), Intercomparison of w ave-driven current models, \OT1/cmtt/m/it/10 Coast Eng\OT1/cmtt/m/n/10 , \OT1/c mtt/m/it/10 31\OT1/cmtt/m/n/10 (1), 199 -- 215, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 10789--10793 []\OT1/cmtt/m/n/10 Pelanti, M., F. Bouchut, and A. Mangeney (2008), A Roe-type scheme for two-phase shallow granular flows over variable topography, \OT1/cmtt /m/it/10 ESAIM: Mathematical Modelling and Numerical Analysis\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 42\OT1/cmtt/m/n/10 (5), 851--885, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 10801--10806 []\OT1/cmtt/m/n/10 Pelosi, A., G. Parker, R. Schumer, and H.-B. Ma (2014), Exne r-based master equation for transport and dispersion of river pebble tracers: D erivation, asymptotic forms, and quantification of nonlocal [] Underfull \hbox (badness 10000) in paragraph at lines 10809--10814 []\OT1/cmtt/m/n/10 Pelosi, A., R. Schumer, G. Parker, and R. I. Ferguson (2016) , The cause of advective slowdown of tracer pebbles in rivers: Implementation o f Exner-based Master Equation for coevolving streamwise and [] Underfull \hbox (badness 10000) in paragraph at lines 10822--10827 []\OT1/cmtt/m/n/10 Pennekamp, J. G. S., and R. Booij (1983), Simulation of flow in rivers and tidal channels with an implicit finite difference method of the adi-type, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , Laboratory of Fluid Me chanics, Faculty of [] Underfull \hbox (badness 10000) in paragraph at lines 10829--10833 []\OT1/cmtt/m/n/10 Pennekamp, J. G. S., and R. Booij (1984), Improved simulatio n of main flow and secondary flow in a curved open channel, \OT1/cmtt/m/it/10 T ech. rep.\OT1/cmtt/m/n/10 , Laboratory of Fluid Mechanics, Faculty of Civil Eng ineering and [] Underfull \hbox (badness 10000) in paragraph at lines 10859--10863 []\OT1/cmtt/m/n/10 Peters, B., A. Dittrich, T. Stoesser, T. Smits, and G. Geerl ing (2001), The Restrhine: New opportunities for nature rehabilitation and floo d prevention, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , University of Nijm egen, the Netherlands [] Underfull \hbox (badness 10000) in paragraph at lines 10866--10870 []\OT1/cmtt/m/n/10 Petts, G. E., M. C. Thoms, K. Brittan, and B. Atkin (1989), A freeze-coring technique applied to pollution by fine sediments in gravel-bed rivers, \OT1/cmtt/m/it/10 Sci Total Environ\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 84\OT1/cmtt/m/n/10 , 259--272, doi:$\OT1/cmr/m/n/10 10 . 1016 / 0048-[]9697(89 ) [] [67] Underfull \hbox (badness 10000) in paragraph at lines 10940--10945 []\OT1/cmtt/m/n/10 Pilarczyk, K. W. (1995), Simplified unification of stability formulae for revetments under current and wave attach, in \OT1/cmtt/m/it/10 Ri ver, coastal, and shorteline protection: erosion control using riprap and [] Underfull \hbox (badness 10000) in paragraph at lines 10952--10956 []\OT1/cmtt/m/n/10 Pinos, J., and L. Timbe (2019), Performance assessment of tw o-dimensional hydraulic models for generation of flood inundation maps in mount ain river basins, \OT1/cmtt/m/it/10 Water Science and Engineering\OT1/cmtt/m/n/ 10 , \OT1/cmtt/m/it/10 12\OT1/cmtt/m/n/10 (1), 11--18, [] Underfull \hbox (badness 10000) in paragraph at lines 10976--10980 []\OT1/cmtt/m/n/10 Platzek", F. ("2017"), "accuracy and efficiency in numerical river modelling: Investigating the large effects of seemingly small numerical choices", Ph.D. thesis, "Delft University of Technology", doi: [] Underfull \hbox (badness 10000) in paragraph at lines 10987--10991 []\OT1/cmtt/m/n/10 Platzek, F. W., G. S. Stelling, J. A. Jankowski, R. Patzwahl , and J. D. Pietrzak (2016), An efficient semi-implicit subgrid method for free -surface flows on hierarchical grids, \OT1/cmtt/m/it/10 Int J Numer Meth Fl\OT1 /cmtt/m/n/10 , \OT1/cmtt/m/it/10 80\OT1/cmtt/m/n/10 (12), [] Underfull \hbox (badness 10000) in paragraph at lines 11007--11011 []\OT1/cmtt/m/n/10 Popinet, S. (2003), Gerris: a tree-based adaptive solver for the incompressible euler equations in complex geometries, \OT1/cmtt/m/it/10 Jo urnal of Computational Physics\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 190\OT1/cmtt /m/n/10 (2), 572--600, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1016 / [] Underfull \hbox (badness 10000) in paragraph at lines 11014--11018 []\OT1/cmtt/m/n/10 PORNPROMMIN, A., A. TERAMOTO, N. IZUMI, T. KITAMURA, and T. TSUJIMOTO (2002), Numerical simulation of bar formation in straight channels by the nhsed2d model, \OT1/cmtt/m/it/10 J Appl Mech\OT1/cmtt/m/n/10 , \OT1/cmtt/m /it/10 5\OT1/cmtt/m/n/10 , 629--638, doi:$\OT1/cmr/m/n/10 10 . 2208 / journalam . [] Underfull \hbox (badness 10000) in paragraph at lines 11043--11047 []\OT1/cmtt/m/n/10 Posamentier, H. W., G. P. Allen, D. P. James, and M. Tesson (1992), Forced regressions in a sequence stratigraphic framework: Concepts, exa mples, and exploration significance, \OT1/cmtt/m/it/10 Am Assoc Pet Geol Bull\O T1/cmtt/m/n/10 , [] [68] Underfull \hbox (badness 10000) in paragraph at lines 11076--11080 []\OT1/cmtt/m/n/10 Pratama, M., V. Venugopal, and J. Poleykett (2023), Wave and tidal hydrodynamics characterization of montrose bay:a severely-eroding coast in east scotland, in \OT1/cmtt/m/it/10 Proceedings of the 40th IAHR World Congr ess [] Underfull \hbox (badness 10000) in paragraph at lines 11127--11132 []\OT1/cmtt/m/n/10 Provansal, M., S. Dufour, F. Sabatier, E. J. Anthony, G. Rac casi, and S. Robresco (2014), The geomorphic evolution and sediment balance of the lower rh^one river (southern france) over the last 130 years: [] Underfull \hbox (badness 10000) in paragraph at lines 11143--11147 []\OT1/cmtt/m/n/10 Pyrce, R. S., and P. E. Ashmore (2003), The relation between particle path length distributions and channel morphology in gravel-bed stream s: A synthesis, \OT1/cmtt/m/it/10 Geomorphology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/i t/10 56\OT1/cmtt/m/n/10 (1), 167--187, doi:$\OT1/cmr/m/n/10 10 . 1016 / [] Underfull \hbox (badness 10000) in paragraph at lines 11150--11154 []\OT1/cmtt/m/n/10 Qian, H., Z. Cao, G. Pender, H. Liu, and P. Hu (2015), Well- balanced numerical modelling of non-uniform sediment transport in alluvial rive rs, \OT1/cmtt/m/it/10 Int J Sediment Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 30 \OT1/cmtt/m/n/10 (2), 117 -- 130, doi:$\OT1/cmr/m/n/10 http : / / dx . doi . or g / 10 . [] Underfull \hbox (badness 10000) in paragraph at lines 11157--11161 []\OT1/cmtt/m/n/10 Qian, H., Z. Cao, H. Liu, and G. Pender (2016), Numerical mo delling of alternate bar formation, development and sediment sorting in straigh t channels, \OT1/cmtt/m/it/10 Earth Surf Process Landf\OT1/cmtt/m/n/10 , \OT1/c mtt/m/it/10 42\OT1/cmtt/m/n/10 (7), 555--574, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 11163--11168 []\OT1/cmtt/m/n/10 Qin, C., X. Shao, and G. Zhou (2016), Comparison of two diff erent secondary flow correction models for depth-averaged flow simulation of me andering channels, \OT1/cmtt/m/it/10 Procedia Eng\OT1/cmtt/m/n/10 , \OT1/cmtt/m /it/10 154\OT1/cmtt/m/n/10 , 412 -- 419, doi:$\OT1/cmr/m/n/10 http : [] Underfull \hbox (badness 10000) in paragraph at lines 11171--11176 []\OT1/cmtt/m/n/10 Quick, I., F. K^^?onig, Y. Baulig, S. Schriever, and S. Voll mer (2020), Evaluation of depth erosion as a major issue along regulated rivers using the classification tool valmorph for the case study of the [] Underfull \hbox (badness 10000) in paragraph at lines 11202--11206 []\OT1/cmtt/m/n/10 Rahuel, J., F. Holly, J. Chollet, P. Belleudy, and G. Yang ( 1989), Modeling of riverbed evolution for bedload sediment mixtures, \OT1/cmtt/ m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 115\OT1/cmtt/m/n/1 0 (11), 1521--1542, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) 0733-[]9429(1989 ) 115 : [] Underfull \hbox (badness 10000) in paragraph at lines 11208--11212 []\OT1/cmtt/m/n/10 Rahuel, J. L. (1993), Discussion of ``fully coupled unsteady mobile boundary flow model''; by l. r. p. correia, b. g. krishnappan, and w. h . graf (march, 1992, vol. 118, no. 3), \OT1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/c mtt/m/n/10 , \OT1/cmtt/m/it/10 119\OT1/cmtt/m/n/10 (4), [] Underfull \hbox (badness 10000) in paragraph at lines 11214--11218 []\OT1/cmtt/m/n/10 Rai Yangkhurung, J. (2018), Effect of Canal Operation on Sed imentation and Erosion in Irrigation Canals: A Case Study in Sunsari Morang Irr igation System, Nepal, Master's thesis, IHE Institute for Water [] [69] Underfull \hbox (badness 10000) in paragraph at lines 11221--11225 []\OT1/cmtt/m/n/10 Raissi, M., P. Perdikaris, and G. E. Karniadakis (2017), Mac hine learning of linear differential equations using gaussian processes, \OT1/c mtt/m/it/10 Journal of Computational Physics\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/1 0 348\OT1/cmtt/m/n/10 , 683--693, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . [] Underfull \hbox (badness 10000) in paragraph at lines 11228--11233 []\OT1/cmtt/m/n/10 Raissi, M., P. Perdikaris, and G. E. Karniadakis (2019), Phy sics-informed neural networks: A deep learning framework for solving forward an d inverse problems involving nonlinear partial differential [] Underfull \hbox (badness 10000) in paragraph at lines 11259--11263 []\OT1/cmtt/m/n/10 Ranasinghe, R., C. Swinkels, A. Luijendijk, D. Roelvink, J. Bosboom, M. Stive, and D. Walstra (2011), Morphodynamic upscaling with the MORF AC approach: Dependencies and sensitivities, \OT1/cmtt/m/it/10 Coastal Eng\OT1/ cmtt/m/n/10 , \OT1/cmtt/m/it/10 58\OT1/cmtt/m/n/10 (8), [] Underfull \hbox (badness 10000) in paragraph at lines 11266--11270 []\OT1/cmtt/m/n/10 Ranga Raju, K. G., O. P. S. Rana, G. L. Asawa, and A. S. N. Pillai (1983), Rational assessment of blockage effect in channel flow past smoo th circular cylinders, \OT1/cmtt/m/it/10 Journal of Hydraulic Research\OT1/cmtt /m/n/10 , \OT1/cmtt/m/it/10 21\OT1/cmtt/m/n/10 (4), [] Underfull \hbox (badness 10000) in paragraph at lines 11273--11278 []\OT1/cmtt/m/n/10 Rathbun, R. E., V. C. Kennedy, and J. K. Culbertson (1971), Transport and dispersion of fluorescent tracer particles for the flat-bed condi tion, Rio Grande conveyance channel, near Bernardo, New Mexico, \OT1/cmtt/m/it/ 10 US [] Underfull \hbox (badness 10000) in paragraph at lines 11295--11299 []\OT1/cmtt/m/n/10 Recking, A., P. Frey, A. Paquier, and P. Belleudy (2009), An experimental investigation of mechanisms involved in bed load sheet production and migration, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/ 10 , \OT1/cmtt/m/it/10 114\OT1/cmtt/m/n/10 (F3), F03,010, [] Underfull \hbox (badness 10000) in paragraph at lines 11318--11322 []\OT1/cmtt/m/n/10 Recktenwald, G. (2017b), Alternative boundary condition impl ementations for crank nicolson solution to the heat equation, \OT1/cmtt/m/it/10 Tech. Rep. ME 448/548\OT1/cmtt/m/n/10 , Department of Mechanical Engineering, Portland State [] Underfull \hbox (badness 10000) in paragraph at lines 11324--11328 []\OT1/cmtt/m/n/10 Redolfi, M. (2021), Free alternate bars in rivers: Key physi cal mechanisms and simple formation criterion, \OT1/cmtt/m/it/10 Water Resour R es\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 57\OT1/cmtt/m/n/10 (12), e2021WR030,617, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1029 / 2021WR030617$\OT1/cmt t/m/n/10 , e2021WR030617 [] Underfull \hbox (badness 10000) in paragraph at lines 11343--11347 []\OT1/cmtt/m/n/10 Reeze, B., A. van Winden, J. Postma, R. Pot, J. Hop, and W. Liefveld (2017), Watersysteemrapportage rijntakken 1990-2015. ontwikkelingen wa terkwaliteit en ecologie., \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , Bart Reeze Water & [] Underfull \hbox (badness 10000) in paragraph at lines 11373--11377 []\OT1/cmtt/m/n/10 Rehbock, T. (1931), Wasserbauliche Modellversuche zur Kl^^?a rung der Abflusserscheinungen beim Abschluss der Zuiderzee ausgef^^?uhrt im Flu ssbaulaboratorium der Technischen Hochschule zu Karlsruhe, \OT1/cmtt/m/it/10 Te ch. rep.\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 11380--11384 []\OT1/cmtt/m/n/10 Reid, I., L. E. Frostick, and J. T. Layman (1985), The incid ence and nature of bedload transport during flood flows in coarse-grained alluv ial channels, \OT1/cmtt/m/it/10 Earth Surf Proc Land\OT1/cmtt/m/n/10 , \OT1/cmt t/m/it/10 10\OT1/cmtt/m/n/10 (1), 33--44, doi:$\OT1/cmr/m/n/10 https : [] [70] Underfull \hbox (badness 10000) in paragraph at lines 11400--11404 []\OT1/cmtt/m/n/10 Reyns, J., A. Dastgheib, R. Ranasinghe, A. Luijendijk, D.-J. Walstra, and D. Roelvink (2014), Morphodynamic upscaling with the morfac appro ach in tidal conditions: the critical morfac, \OT1/cmtt/m/it/10 Coastal Enginee ring [] Underfull \hbox (badness 10000) in paragraph at lines 11410--11413 []\OT1/cmtt/m/n/10 Rhebergen, S. (2010), Discontinuous galerkin finite element methods for (non)conservative partial differential equations, Ph.D. thesis, Uni versity of Twente, Netherlands, doi:$\OT1/cmr/m/n/10 10 . 3990 / 1 . 9789036529 648$\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 11458--11462 []\OT1/cmtt/m/n/10 Riha, J., and Z. Zachoval (2014), Discharge coefficient of a trapezoidal broad-crested side weir for low approach froude numbers, \OT1/cmtt /m/it/10 Journal of Hydraulic Engineering\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 1 40\OT1/cmtt/m/n/10 (8), 06014,013, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) HY . [] Underfull \hbox (badness 10000) in paragraph at lines 11468--11471 []\OT1/cmtt/m/n/10 Rijkswaterstaat (1973), de ontwikkeling van de stroombaanber ekening met een rekenvoorbeeld van de huidige methode, \OT1/cmtt/m/it/10 Nota 7 3.6\OT1/cmtt/m/n/10 , Rijkswaterstaat, Directie Bovenrivieren, Afdeling studied ienst, Arnhem, the [] Underfull \hbox (badness 10000) in paragraph at lines 11482--11485 []\OT1/cmtt/m/n/10 Rijkswaterstaat (2023), Rivierkundig beoordelingskader voor ingrepen in de grote rivieren, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , M inisterie van Infrastructuur en Waterstaat, Rijkswaterstaat Water, Verkeer en L eefomgeving, (in [] Underfull \hbox (badness 10000) in paragraph at lines 11491--11495 []\OT1/cmtt/m/n/10 Rijkswaterstaat (4 june 2019b), Rivierkundig beoordelingskad er voor ingrepen in de grote rivieren, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/ n/10 , Ministerie van Infrastructuur en Waterstaat, Rijkswaterstaat Water, Verk eer en Leefomgeving, [] Underfull \hbox (badness 10000) in paragraph at lines 11532--11536 []\OT1/cmtt/m/n/10 van Rijn, L. C., M. W. C. Nieuwjaar, T. van der Kaay, E. Nap , and A. van Kampen (1993), Transport of fine sands by currents and waves, \OT1 /cmtt/m/it/10 Journal of Waterway, Port, Coastal, and Ocean Engineering\OT1/cmt t/m/n/10 , \OT1/cmtt/m/it/10 119\OT1/cmtt/m/n/10 (2), [] Underfull \hbox (badness 10000) in paragraph at lines 11543--11548 []\OT1/cmtt/m/n/10 Rizzello, S., M. Scaraggi, A. D. Nelson, L. Primavera, G. Na poli, G. Stecca, R. Vitolo, and S. De Bartolo (2024-03), Multiscaling behavior of braided channel networks: An alternative formulation of [] Underfull \hbox (badness 10000) in paragraph at lines 11550--11554 []\OT1/cmtt/m/n/10 Robson, B. J. (2014), When do aquatic systems models provide useful predictions, what is changing, and what is next?, \OT1/cmtt/m/it/10 Env ironmental Modelling & Software\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 61\OT1/cmtt /m/n/10 , 287--296, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1016 / j . envsoft . 2014 . [] [71] Underfull \hbox (badness 10000) in paragraph at lines 11560--11564 []\OT1/cmtt/m/n/10 Rodrigues, L., and K. Zumbrun (2016), Periodic-coefficient d amping estimates, and stability of large-amplitude roll waves in inclined thin film flow, \OT1/cmtt/m/it/10 SIAM J Math Anal\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/ 10 48\OT1/cmtt/m/n/10 (1), 268--280, doi:$\OT1/cmr/m/n/10 10 . 1137 / [] Underfull \hbox (badness 10000) in paragraph at lines 11567--11571 []\OT1/cmtt/m/n/10 Rodrigues, S., E. Mosselman, N. Claude, C. L. Wintenberger, and P. Juge (2015), Alternate bars in a sandy gravel bed river: generation, mig ration and interactions with superimposed dunes, \OT1/cmtt/m/it/10 Earth Surf [] Underfull \hbox (badness 10000) in paragraph at lines 11614--11618 []\OT1/cmtt/m/n/10 Roos, P. C., R. Wemmenhove, S. J. M. H. Hulscher, H. W. M. H oeijmakers, and N. P. Kruyt (2007a), Modeling the effect of nonuniform sediment on the dynamics of offshore tidal sandbanks, \OT1/cmtt/m/it/10 J. Geophys. Res ., [] Underfull \hbox (badness 10000) in paragraph at lines 11622--11628 []\OT1/cmtt/m/n/10 Roos, P. C., S. J. M. H. Hulscher, F. M. van der Meer, T. A. G. P. van Dijk, I. G. M. Wientjes, and J. van den Berg (2007b), Proceedings of the 5th Symposium on River Coastal and Estuarine Morphodynamics, [] Underfull \hbox (badness 10000) in paragraph at lines 11636--11640 []\OT1/cmtt/m/n/10 Roseberry, J. C., M. W. Schmeeckle, and D. J. Furbish (2012) , A probabilistic description of the bed load sediment flux: 2. Particle activi ty and motions, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/ 10 , \OT1/cmtt/m/it/10 117\OT1/cmtt/m/n/10 (F3), [] Underfull \hbox (badness 10000) in paragraph at lines 11660--11664 []\OT1/cmtt/m/n/10 Royal Haskoning DHV (2019), Grip op nevengeulen: Pilot voor programmeringsmethodiek beheer en onderhoud van nevengeulen, \OT1/cmtt/m/it/10 Tech. Rep. BF9237-101[]Grip op nevengeulen[]04032019[]d6.0\OT1/cmtt/m/n/10 , Ro yal Haskoning DHV, [] Underfull \hbox (badness 10000) in paragraph at lines 11671--11674 []\OT1/cmtt/m/n/10 RSP (1996), River survey project: Special report no 12. Opti misation of sediment measurements, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , W.L. | Delft Hydraulics Laboratory, Delft, the Netherlands and Danish Hydrau lic Institute, 72-74 [] Underfull \hbox (badness 10000) in paragraph at lines 11677--11681 []\OT1/cmtt/m/n/10 R^^Uadoane, M., N. R^^Uadoane, D. Dumitriu, and C. Micl^^Uau ^^Xs (2008), Downstream variation in bed sediment size along the east carpathia n rivers: evidence of the role of sediment sources, \OT1/cmtt/m/it/10 Earth Sur f Process Landf\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 11704--11708 []\OT1/cmtt/m/n/10 Ruessink, B., G. Ramaekers, and L. van Rijn (2012), On the p arameterization of the free-stream non-linear wave orbital motion in nearshore morphodynamic models, \OT1/cmtt/m/it/10 Coastal Engineering\OT1/cmtt/m/n/10 , \ OT1/cmtt/m/it/10 65\OT1/cmtt/m/n/10 , 56--63, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 11712--11716 []\OT1/cmtt/m/n/10 de Ruijsscher, T. V., A. J. F. Hoitink, S. Naqshband, and A. J. Paarlberg (2019), Bed morphodynamics at the intake of a side channel contro lled by sill geometry, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , \OT 1/cmtt/m/it/10 134\OT1/cmtt/m/n/10 , 103,452, doi: [] [72] Underfull \hbox (badness 10000) in paragraph at lines 11728--11732 []\OT1/cmtt/m/n/10 de Ruijsscher, T. V., B. Vermeulen, and A. J. F. Hoitink (20 20b), Diversion of flow and sediment toward a side channel separated from a riv er by a longitudinal training dam, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/ m/n/10 , \OT1/cmtt/m/it/10 56\OT1/cmtt/m/n/10 (6), [] Underfull \hbox (badness 10000) in paragraph at lines 11736--11740 []\OT1/cmtt/m/n/10 de Ruijsscher, T. V., S. Naqshband, B. Vermeulen, and A. J. F. Hoitink (2020c), Morfodynamische effecten van langsdammen in de waal, \OT1/c mtt/m/it/10 H2O : tijdschrift voor watervoorziening en afvalwaterbehandeling\OT 1/cmtt/m/n/10 , pp. [] Underfull \hbox (badness 10000) in paragraph at lines 11744--11748 []\OT1/cmtt/m/n/10 de Ruijsscher, T. V. d., A. J. F. Hoitink, S. Dinnissen, B. Vermeulen, and P. Hazenberg (2018), Application of a line laser scanner for bed form tracking in a laboratory flume, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cm tt/m/n/10 , \OT1/cmtt/m/it/10 54\OT1/cmtt/m/n/10 (3), [] Underfull \hbox (badness 10000) in paragraph at lines 11771--11775 []\OT1/cmtt/m/n/10 R^^?uther, N., and N. R. B. Olsen (2007), Modelling free-for ming meander evolution in a laboratory channel using three-dimensional computat ional fluid dynamics, \OT1/cmtt/m/it/10 Geomorphology\OT1/cmtt/m/n/10 , \OT1/cm tt/m/it/10 89\OT1/cmtt/m/n/10 (3), 308--319, doi:$\OT1/cmr/m/n/10 https : [] Underfull \hbox (badness 10000) in paragraph at lines 11782--11786 []\OT1/cmtt/m/n/10 Salant, N. L., C. E. Renshaw, and F. J. Magilligan (2006), S hort and long-term changes to bed mobility and bed composition under altered se diment regimes, \OT1/cmtt/m/it/10 Geomorphology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/i t/10 76\OT1/cmtt/m/n/10 , 43--53, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . geomorph . [] Underfull \hbox (badness 10000) in paragraph at lines 11789--11793 []\OT1/cmtt/m/n/10 Saletti, M., P. Molnar, A. Zimmermann, M. A. Hassan, and M. Church (2015), Temporal variability and memory in sediment transport in an expe rimental step-pool channel, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 51\OT1/cmtt/m/n/10 (11), 9325--9337, [] Underfull \hbox (badness 10000) in paragraph at lines 11803--11807 []\OT1/cmtt/m/n/10 Sambrook Smith, G. H., and R. I. Ferguson (1996), The gravel -sand transition: flume study of channel response to reduced slope, \OT1/cmtt/m /it/10 Geomorphology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 16\OT1/cmtt/m/n/10 (2) , 147--159, doi:$\OT1/cmr/m/n/10 http : / / dx . doi . org / 10 . 1016 / 0169-[ ]555X(95 ) [] Underfull \hbox (badness 10000) in paragraph at lines 11809--11813 []\OT1/cmtt/m/n/10 Sambrook Smith, G. H., and A. P. Nicholas (2005), Effect on flow structure of sand deposition on a gravel bed: Results from a two-dimension al flume experiment, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/ cmtt/m/it/10 41\OT1/cmtt/m/n/10 (10), 1--12, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 11825--11829 []\OT1/cmtt/m/n/10 Sanchez-Juny, M., H. Larriva, S. E. Toral, and M. Sanz-Ramos (2023), Modelizaci^^Son de corrientes de turbiedad en embalses. caso de estudi o:embalse amaluza (ecuador), \OT1/cmtt/m/it/10 Ingenieria del agua\OT1/cmtt/m/n /10 , doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . [] Underfull \hbox (badness 10000) in paragraph at lines 11860--11864 []\OT1/cmtt/m/n/10 Sarno, L., A. Carravetta, R. Martino, M. N. Papa, and Y.-C. Tai (2017), Some considerations on numerical schemes for treating hyperbolicity issues in two-layer models, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 100\OT1/cmtt/m/n/10 (Supplement C), [] Underfull \hbox (badness 10000) in paragraph at lines 11866--11870 []\OT1/cmtt/m/n/10 Savary, C., and Y. Zech (2007), Boundary conditions in a two -layer geomorphological model. Application to a hydraulic jump over a mobile be d, \OT1/cmtt/m/it/10 J. Hydraul. Res.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 45\OT 1/cmtt/m/n/10 (3), 316--332, doi:$\OT1/cmr/m/n/10 10 . 1080 / 00221686 . 2007 . [] Underfull \hbox (badness 10000) in paragraph at lines 11877--11881 []\OT1/cmtt/m/n/10 Sayre, W. W., and D. W. Hubbell (1965), Transport and disper sion of labeled bed material North Loup River, Nebraska, \OT1/cmtt/m/it/10 US G eological Survey Professional Paper 433-C\OT1/cmtt/m/n/10 , US Government Print ing Office, [] [73] Underfull \hbox (badness 10000) in paragraph at lines 11893--11897 []\OT1/cmtt/m/n/10 Schalko, I., V. Ruiz-Villanueva, F. Maager, and V. Weitbrech t (2021), Wood retention at inclined bar screens: Effect of wood characteristic s on backwater rise and bedload transport, \OT1/cmtt/m/it/10 Water\OT1/cmtt/m/n /10 , \OT1/cmtt/m/it/10 13\OT1/cmtt/m/n/10 (16), doi: [] Underfull \hbox (badness 10000) in paragraph at lines 11901--11906 []\OT1/cmtt/m/n/10 Scheffer, M., S. R. Carpenter, T. M. Lenton, J. Bascompte, W . Brock, V. Dakos, J. van de Koppel, I. A. van de Leemput, S. A. Levin, E. H. v an Nes, M. Pascual, and J. Vandermeer (2012), Anticipating [] Underfull \hbox (badness 10000) in paragraph at lines 11909--11913 []\OT1/cmtt/m/n/10 Scheingross, J. S., E. W. Winchell, M. P. Lamb, and W. E. Di etrich (2013), Influence of bed patchiness, slope, grain hiding, and form drag on gravel mobilization in very steep streams, \OT1/cmtt/m/it/10 J. Geophys. Res ., [] Underfull \hbox (badness 10000) in paragraph at lines 11916--11919 []\OT1/cmtt/m/n/10 Scheingross, J. S., F. Brun, D. Y. Lo, K. Omerdin, and M. P. Lamb (2014), Experimental evidence for fluvial bedrock incision by suspended a nd bedload sediment, \OT1/cmtt/m/it/10 Geology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it /10 42\OT1/cmtt/m/n/10 (6), 523--526, doi:$\OT1/cmr/m/n/10 10 . 1130 / G35432 . [] Underfull \hbox (badness 10000) in paragraph at lines 11941--11946 []\OT1/cmtt/m/n/10 Schielen, R. M. J., T. van Leeuwen, and P. A. Zegeling (2005 ), \OT1/cmtt/m/it/10 Proc. of the 4th IAHR symposium on River, Coastal, and Est uarine Morphodynamics, 4--7 October 2005, Urbana, IL, United States\OT1/cmtt/m/ n/10 , vol. 1, chap. [] Underfull \hbox (badness 10000) in paragraph at lines 11961--11967 []\OT1/cmtt/m/n/10 Schirmer, M., J. Luster, N. Linde, P. Perona, E. A. D. Mitch ell, D. A. Barry, J. Hollender, O. A. Cirpka, P. Schneider, T. Vogt, D. Radny, and E. Durisch-Kaiser (2014), Morphological, hydrological, [] Underfull \hbox (badness 10000) in paragraph at lines 11979--11983 []\OT1/cmtt/m/n/10 Schmidt, K.-H., and P. Ergenzinger (1992), Bedload entrainme nt, travel lengths, step lengths, rest periods-studied with passive (iron, magn etic) and active (radio) tracer techniques, \OT1/cmtt/m/it/10 Earth Surf Proces s [] Underfull \hbox (badness 10000) in paragraph at lines 12009--12014 []\OT1/cmtt/m/n/10 Schrijvershof, R. A., D. S. van Maren, P. J. J. F. Torfs, an d A. J. F. Hoitink (2023), A synthetic spring-neap tidal cycle for long-term mo rphodynamic models, \OT1/cmtt/m/it/10 Journal of Geophysical Research: Earth [] Underfull \hbox (badness 10000) in paragraph at lines 12029--12033 []\OT1/cmtt/m/n/10 Schumer, R., M. M. Meerschaert, and B. Baeumer (2009), Fract ional advection-dispersion equations for modeling transport at the earth surfac e, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmt t/m/it/10 114\OT1/cmtt/m/n/10 (F4), F00A07, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 12041--12045 []\OT1/cmtt/m/n/10 Schuurman, F., W. A. Marra, and M. G. Kleinhans (2013), Phys ics-based modeling of large braided sand-bed rivers: Bar pattern formation, dyn amics, and sensitivity, \OT1/cmtt/m/it/10 Journal of Geophysical Research: Eart h [] Underfull \hbox (badness 10000) in paragraph at lines 12056--12060 []\OT1/cmtt/m/n/10 Seal, R., C. Paola, G. Parker, J. Southard, and P. Wilcock ( 1997), Experiments on downstream fining of gravel: I. narrow-channel runs, \OT1 /cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 123\OT1/cmtt /m/n/10 (10), 874--884, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) 0733-[]9429(19 97 ) [] [74] Underfull \hbox (badness 10000) in paragraph at lines 12139--12143 []\OT1/cmtt/m/n/10 Serra, S. G., and C. A. Vionnet (2005), Migration of large d unes during extreme floods of the Paran^^Sa River, Argentina, in \OT1/cmtt/m/it /10 River, Coastal and Estuarine Morphodynamics\OT1/cmtt/m/n/10 , Taylor and Fr ancis, doi:$\OT1/cmr/m/n/10 10 . 1201 / [] Underfull \hbox (badness 10000) in paragraph at lines 12186--12190 []\OT1/cmtt/m/n/10 Shimizu, Y., S. Giri, S. Yamaguchi, and J. Nelson (2009), Nu merical simulation of dune-flat bed transition and stage-discharge relationship with hysteresis effect, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \ OT1/cmtt/m/it/10 45\OT1/cmtt/m/n/10 (4), W04,429, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 12209--12213 []\OT1/cmtt/m/n/10 Sieben, A. (1994), Notes on the mathematical modelling of al luvial mountain rivers with graded sediment, \OT1/cmtt/m/it/10 Tech. Rep. 94--3 \OT1/cmtt/m/n/10 , Faculty of Civil Engineering and Geosciences, Delft Universi ty of Technology, [] Underfull \hbox (badness 10000) in paragraph at lines 12215--12218 []\OT1/cmtt/m/n/10 Sieben, A. (1995), A study on one-dimensional and discontinu ous river flows with mobile beds, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, the [] [75] Underfull \hbox (badness 10000) in paragraph at lines 12322--12327 []\OT1/cmtt/m/n/10 Sieben, J., R. van der Veen, D. F. Kroekenstoel, and M. H. I . Schropp (2005a), Morfologische effecten Ruimte voor de Rivier in het bovenriv ierengebied, \OT1/cmtt/m/it/10 Tech. Rep. 2005.044X\OT1/cmtt/m/n/10 , RIZA, Dir ectoraat-Generaal [] Underfull \hbox (badness 10000) in paragraph at lines 12330--12334 []\OT1/cmtt/m/n/10 Sieben, J., R. van der Veen, and D. F. Kroekenstoel (2005b), Morfologische effecten van heinrichting, PKB Ruimte voor de Rivier, \OT1/cmtt/ m/it/10 Tech. Rep. 2005.044X\OT1/cmtt/m/n/10 , RIZA, Directoraat-Generaal Rijks waterstaa, Arnhem, the [] Underfull \hbox (badness 10000) in paragraph at lines 12337--12341 []\OT1/cmtt/m/n/10 Siele, M., A. Blom, and E. Viparelli (2019), Two counterintu itive findings on channel bed incision in engineered alluvial rivers, in \OT1/c mtt/m/it/10 11th Symposium on River, Coastal and Estuarine Morphodynamics, Auck land, [] Underfull \hbox (badness 10000) in paragraph at lines 12376--12381 []\OT1/cmtt/m/n/10 di Silvio, G., and M. Nones (2014), Morphodynamic reaction o f a schematic river to sediment input changes: Analytical approaches, \OT1/cmtt /m/it/10 Geomorphology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 215\OT1/cmtt/m/n/10 , 74--82, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . geomorph . 2013 . 05 . 021$\OT1/ cmtt/m/n/10 , morphological [] Underfull \hbox (badness 10000) in paragraph at lines 12384--12388 []\OT1/cmtt/m/n/10 di Silvio, G., and A. Peviani (1989), Modelling short and lo ng term evolution of mountain rivers: an application to the torrent Mallero (It ally), in \OT1/cmtt/m/it/10 Workshop on Fluvial Hydraulics of Mountain Regions\ OT1/cmtt/m/n/10 , pp. [] Underfull \hbox (badness 10000) in paragraph at lines 12396--12401 []\OT1/cmtt/m/n/10 Simon, A., M. Doyle, M. Kondolf, J. F. D. Shields, B. Rhoads , G. Grant, F. Fitzpatrick, K. Juracek, M. McPhillips, and J. MacBroom (2005), How well do the rosgen classification and associated ''natural [] Underfull \hbox (badness 10000) in paragraph at lines 12404--12409 []\OT1/cmtt/m/n/10 Simon, A., M. Doyle, M. Kondolf, F. D. Shields, B. Rhoads, a nd M. McPhillips (2007), Critical evaluation of how the rosgen classification a nd associated natural channel design methods fail to integrate and [] [76] Underfull \hbox (badness 10000) in paragraph at lines 12422--12426 []\OT1/cmtt/m/n/10 Simons, D. B., E. V. Richardson, and C. F. Nordin (1965), Be dload equation for ripples and dunes, \OT1/cmtt/m/it/10 US Geological Survey Pr ofessional Paper 462-H\OT1/cmtt/m/n/10 , US Government Printing Office, Washing ton, DC, United [] Underfull \hbox (badness 10000) in paragraph at lines 12443--12447 []\OT1/cmtt/m/n/10 Singh, A., K. Fienberg, D. J. Jerolmack, J. Marr, and E. Fou foula-Georgiou (2009), Experimental evidence for statistical scaling and interm ittency in sediment transport rates, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth [] Underfull \hbox (badness 10000) in paragraph at lines 12455--12459 []\OT1/cmtt/m/n/10 Siteur, K., E. Siero, M. B. Eppinga, J. D. M. Rademacher, A. Doelman, and M. Rietkerk (2014), Beyond turing: The response of patterned ecos ystems to environmental change, \OT1/cmtt/m/it/10 Ecol Complex\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 20\OT1/cmtt/m/n/10 , 81--96, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 12477--12481 []\OT1/cmtt/m/n/10 Siviglia, A., A. Stocchino, and M. Colombini (2009), Case st udy: Design of flood control systems on the vara river by numerical and physica l modeling, \OT1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it /10 135\OT1/cmtt/m/n/10 (12), 1063--1072, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 12484--12488 []\OT1/cmtt/m/n/10 Siviglia, A., G. Stecca, D. Vanzo, G. Zolezzi, E. F. Toro, a nd M. Tubino (2013), Numerical modelling of two-dimensional morphodynamics with applications to river bars and bifurcations, \OT1/cmtt/m/it/10 Adv Water Resou r\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 12491--12495 []\OT1/cmtt/m/n/10 Siviglia, A., G. Stecca, and A. Blom (2017a), Modeling of mi xed-sediment morphodynamics in gravel bed rivers using the active layer approac h: insights from mathematical and numerical analysis, in \OT1/cmtt/m/it/10 Proc . [] Underfull \hbox (badness 10000) in paragraph at lines 12498--12504 []\OT1/cmtt/m/n/10 Siviglia, A., G. Stecca, and A. Blom (2017b), Modeling of mi xed-sediment morphodynamics in gravel bed rivers using the active layer approac h: Insights from mathematical and numerical analysis, in [] Underfull \hbox (badness 10000) in paragraph at lines 12517--12522 []\OT1/cmtt/m/n/10 Sklar, L. S., and W. E. Dietrich (2006), The role of sedimen t in controlling steady-state bedrock channel slope: Implications of the saltat ion-abrasion incision model, \OT1/cmtt/m/it/10 Geomorphology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 82\OT1/cmtt/m/n/10 (1-2), 58--83, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 12524--12528 []\OT1/cmtt/m/n/10 Sklar, L. S., and W. E. Dietrich (2008), Implications of the saltation-abrasion bedrock incision model for steady-state river longitudinal profile relief and concavity, \OT1/cmtt/m/it/10 Earth Surf Process Landf\OT1/cm tt/m/n/10 , \OT1/cmtt/m/it/10 33\OT1/cmtt/m/n/10 (7), [] Underfull \hbox (badness 10000) in paragraph at lines 12531--12535 []\OT1/cmtt/m/n/10 Sklar, L. S., W. E. Dietrich, E. Foufoula-Georgiou, B. Lashe rmes, and D. Bellugi (2006), Do gravel bed river size distributions record chan nel network structure?, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \O T1/cmtt/m/it/10 42\OT1/cmtt/m/n/10 , W06D18, doi: [] [77] Underfull \hbox (badness 10000) in paragraph at lines 12600--12604 []\OT1/cmtt/m/n/10 Sloff, C. J., H. R. A. Jagers, Y. Kitamura, and P. Kitamura (2001), 2d morphodynamic modelling with graded sediment, in \OT1/cmtt/m/it/10 P roceedings of the 2nd IAHR symposium on River, Coastal and Estuarine Morphodyna mics [] Underfull \hbox (badness 10000) in paragraph at lines 12607--12613 []\OT1/cmtt/m/n/10 Sloff, C. J., E. Mosselman, and J. Sieben (2006), Effective use of non-erodible layers for improving navigability, in \OT1/cmtt/m/it/10 Pro ceedings of the 3rd International Conference on Fluvial Hydraulics (River Flow) , [] Underfull \hbox (badness 10000) in paragraph at lines 12667--12672 []\OT1/cmtt/m/n/10 Sloff, K., A. van Spijk, E. Stouthamer, and A. Sieben (2011) , Understanding and managing the morphology of branches incising into sand-clay deposits in the dutch rhine delta, in \OT1/cmtt/m/it/10 RCEM 2011 : proceeding s of [] Underfull \hbox (badness 10000) in paragraph at lines 12675--12680 []\OT1/cmtt/m/n/10 Sloff, K., A. van Spijk, E. Stouthamer, and A. Sieben (2013b ), Understanding and managing the morphology of branches incising into sand-cla y deposits in the dutch rhine delta, \OT1/cmtt/m/it/10 Int J Sediment Res\OT1/c mtt/m/n/10 , \OT1/cmtt/m/it/10 28\OT1/cmtt/m/n/10 (2), [] Underfull \hbox (badness 10000) in paragraph at lines 12755--12759 []\OT1/cmtt/m/n/10 Song, C. G., I. W. Seo, and Y. D. Kim (2012), Analysis of se condary current effect in the modeling of shallow flow in open channels, \OT1/c mtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 41\OT1/cmtt/m/ n/10 , 29--48, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1016 / j . adv watres . 2012 . 02 . [] Underfull \hbox (badness 10000) in paragraph at lines 12767--12772 []\OT1/cmtt/m/n/10 Sonke, J. E., D. J. Furbish, and V. J. M. Salters (2003), Di spersion effects of laminar flow and spray chamber volume in capillary electrop horesis-inductively coupled plasma-mass spectrometry: a numerical [] [78] Underfull \hbox (badness 10000) in paragraph at lines 12774--12778 []\OT1/cmtt/m/n/10 Sorber, A., and G. de Vaan (1995), Ruimtelijke variatie van de sedimentaire structuur en textuur van de bedding van de Grensmaas (stuw Borg haren, km. 15.5 - Maaseik, km. 52.7) : periode van veldonderzoek: [] Underfull \hbox (badness 10000) in paragraph at lines 12780--12785 []\OT1/cmtt/m/n/10 Sorber, A. M. (1997), Geeft een overzicht van de gegevens di e zijn verzameld met betrekking tot de sedimentatie van zand op de oevers van d e rijntakken en de maas tijdens deze hoogwaters 1993/1994 en 1995. [] Underfull \hbox (badness 10000) in paragraph at lines 12802--12806 []\OT1/cmtt/m/n/10 Southgate, H. N., and A. Crosato (2013), Non-linear evolutio n of steady and migrating alternate bars in a straight channel, in \OT1/cmtt/m/ it/10 The 8th symposium on River, Coastal and Estuarine Morphodynamics\OT1/cmtt /m/n/10 , edited by [] Underfull \hbox (badness 10000) in paragraph at lines 12818--12822 []\OT1/cmtt/m/n/10 Spilimbergo, A., E. F. Toro, A. Siviglia, and L. O. M^^?ulle r (2024), Flux vector splitting schemes applied to a conservative 1d blood flow model with transport for arteries and veins, \OT1/cmtt/m/it/10 Computers & Flu ids\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 12824--12828 []\OT1/cmtt/m/n/10 Spinewine, B., and Y. Zech (2008), An ex-post analysis of th e german upper rhine: data gathering and numerical modelling of morphological c hanges in the 19th century, \OT1/cmtt/m/it/10 J. Flood Risk Manage.\OT1/cmtt/m/ n/10 , \OT1/cmtt/m/it/10 1\OT1/cmtt/m/n/10 (1), 57--68, [] Underfull \hbox (badness 10000) in paragraph at lines 12831--12835 []\OT1/cmtt/m/n/10 Spinewine, B., V. Guinot, S. Soares Fraz~ao, and Y. Zech (20 11), Solution properties and approximate Riemann solvers for two-layer shallow flow models, \OT1/cmtt/m/it/10 Comput Fluids\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/1 0 44\OT1/cmtt/m/n/10 (1), 202--220, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . comp^^ Muid . [] Underfull \hbox (badness 10000) in paragraph at lines 12858--12861 []\OT1/cmtt/m/n/10 Spruyt, A., and W. Ottevanger (2022), Plan voor ontwikkeling 2D morfologisch modelinstrumentarium van de Rijntakken in D-HYDRO: Functioneel en technisch ontwerp, \OT1/cmtt/m/it/10 rapport Deltares\OT1/cmtt/m/n/10 , Del tares, the [] Underfull \hbox (badness 10000) in paragraph at lines 12870--12875 []\OT1/cmtt/m/n/10 Spruyt, A., R. Schielen, and V. Chavarr^^S^^Pas (2020), Rive rlab { the numerical experimental facility for river research, in \OT1/cmtt/m/i t/10 Proceedings of the NCR days, Nijmegen, the Netherlands, 13--14 February\OT 1/cmtt/m/n/10 , edited by [] Underfull \hbox (badness 10000) in paragraph at lines 12885--12890 []\OT1/cmtt/m/n/10 Staentzel, C., F. Arnaud, I. Combroux, L. Schmitt, M. Tr^^Se moli^^Reres, C. Grac, H. Pi^^Segay, A. Barillier, V. Chardon, and J.-N. Beisel (2018), How do instream flow increase and gravel augmentation impact [] Underfull \hbox (badness 10000) in paragraph at lines 12892--12896 []\OT1/cmtt/m/n/10 Stahl, W. M. v. T. M. K. I. H. A.-F.-D. S. J. G. K. M. G., K . (2022), Impact of climate change on the rain,snow and glacier melt components of streamflow of the river rhine and itstributaries., \OT1/cmtt/m/it/10 Tech. Rep. [] Underfull \hbox (badness 10000) in paragraph at lines 12898--12903 []\OT1/cmtt/m/n/10 Stam, J. (1998), Exact evaluation of catmull-clark subdivisi on surfaces at arbitrary parameter values, in \OT1/cmtt/m/it/10 Proceedings of the 25th Annual Conference on Computer Graphics and Interactive Techniques\OT1/ cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 12914--12919 []\OT1/cmtt/m/n/10 Stecca, G., and D. M. Hicks (), Numerical simulations of con fined braided river morphodynamics: display of deterministic chaos and characte rization through turbulence theory, \OT1/cmtt/m/it/10 Journal of Geophysical [] LaTeX Font Warning: Font shape `OMS/cmtt/m/n' undefined (Font) using `OMS/cmsy/m/n' instead (Font) for symbol `textbraceleft' on input line 12922. Underfull \hbox (badness 10000) in paragraph at lines 12936--12940 []\OT1/cmtt/m/n/10 Stecca, G., A. Siviglia, and A. Blom (2016), An accurate num erical solution to the Saint-Venant-Hirano model for mixed-sediment morphodynam ics in rivers, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , \OT1/cmtt/m /it/10 93, Part A\OT1/cmtt/m/n/10 , 39--61, doi: [] [79] Underfull \hbox (badness 10000) in paragraph at lines 12943--12947 []\OT1/cmtt/m/n/10 Stecca, G., R. Measures, and D. M. Hicks (2017), A framework for the analysis of noncohesive bank erosion algorithms in morphodynamic model ing, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 53\ OT1/cmtt/m/n/10 (8), 6663--6686, doi:$\OT1/cmr/m/n/10 10 . 1002 / [] Underfull \hbox (badness 10000) in paragraph at lines 12963--12967 []\OT1/cmtt/m/n/10 Stelling, G. S., and S. P. A. Duinmeijer (2003), A staggered conservative scheme for every Froude number in rapidly varied shallow water fl ows, \OT1/cmtt/m/it/10 Int. J. Numer. Meth. Fluids\OT1/cmtt/m/n/10 , \OT1/cmtt/ m/it/10 43\OT1/cmtt/m/n/10 , 1329--1354, doi:$\OT1/cmr/m/n/10 10 . 1002 / ^^Md . [] Underfull \hbox (badness 10000) in paragraph at lines 12969--12972 []\OT1/cmtt/m/n/10 Stenfert, J. (2017), Scour holes in heterogeneous subsoil: A n experimental study to improve knowledge of the development of scour holes in heterogeneous subsoil, Master's thesis, Delft University of [] Underfull \hbox (badness 10000) in paragraph at lines 12979--12983 []\OT1/cmtt/m/n/10 Stevens, M. A. (1988), Discussion of ``Unsteady sediment tra nsport modeling'' by Dennis A. Lyn (January, 1987, Vol. 113, No. 1), \OT1/cmtt/ m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 114\OT1/cmtt/m/n/1 0 (8), 954--956, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) 0733-[]9429(1988 ) 11 4 : [] Underfull \hbox (badness 10000) in paragraph at lines 12998--13005 []\OT1/cmtt/m/n/10 Stoffers, T., F. Altermatt, D. Baldan, O. Bilous, F. Borgwar dt, A. D. Buijse, E. Bondar-Kunze, N. Cid, T. Er}os, M. T. Ferreira, A. Funk, G . Haidvogl, S. Hohensinner, J. Kowal, L. A. J. Nagelkerke, [] Underfull \hbox (badness 10000) in paragraph at lines 12998--13005 \OT1/cmtt/m/n/10 J. Neuburg, T. Peller, S. Schmutz, G. A. Singer, G. Unfer, S. Vitecek, S. C. J^^?ahnig, and T. Hein (2024), Reviving europe's rivers: Seven c hallenges in the implementation of the nature restoration law [] Underfull \hbox (badness 10000) in paragraph at lines 13027--13031 []\OT1/cmtt/m/n/10 Storti, M. A., C. E. Baumann, and S. R. Idelsohn (1992), A p reconditioning mass matrix to accelerate the convergence to the steady euler so lutions using explicit schemes, \OT1/cmtt/m/it/10 Int J Numer Methods Eng\OT1/c mtt/m/n/10 , \OT1/cmtt/m/it/10 34\OT1/cmtt/m/n/10 (2), [] Underfull \hbox (badness 10000) in paragraph at lines 13033--13037 []\OT1/cmtt/m/n/10 Stouthamer, E., and H. J. A. Berendsen (2001), Avulsion freq uency, avulsion duration, and interavulsion period of Holocene channel belts in the Rhine-Meuse delta, The Netherlands, \OT1/cmtt/m/it/10 J Sediment Res\OT1/c mtt/m/n/10 , \OT1/cmtt/m/it/10 71\OT1/cmtt/m/n/10 (4), [] Underfull \hbox (badness 10000) in paragraph at lines 13066--13073 []\OT1/cmtt/m/n/10 Strickler, A. (1923), Beitr^^?age zur frage der geschwindigk eitsformel und der rauhigkeitszahlen f^^?ur str^^?ome, kan^^?ale und geschlosse ne leitungen., \OT1/cmtt/m/it/10 Mitteilungen des Eidgenossischen Amtes f^^?ur Wasserwirtschaft\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 13066--13073 \OT1/cmtt/m/it/10 16\OT1/cmtt/m/n/10 , (Translated as ``Contributions to the Qu estion of a Velocity Formula and Roughness Data for Streams, Channels and Close d Pipelines.'' W. M. Keck Laboratory of Hydraulics and Water Resources [] Underfull \hbox (badness 10000) in paragraph at lines 13075--13078 []\OT1/cmtt/m/n/10 Strikwerda, J. (2004), \OT1/cmtt/m/it/10 Finite Difference S chemes and Partial Differential Equations\OT1/cmtt/m/n/10 , 2 ed., 427 pp., Soc iety for Industrial and Applied Mathematics, Philadelphia, PA, United States, d oi:$\OT1/cmr/m/n/10 10 . 1137 / 1 . [] Underfull \hbox (badness 10000) in paragraph at lines 13095--13099 []\OT1/cmtt/m/n/10 Struiksma, N. (1983a), Point bar initiation in bends of allu vial rivers with dominant bed load transport : Report on theoretical investigat ion, \OT1/cmtt/m/it/10 Tech. Rep. R657-XVII/W308 part III\OT1/cmtt/m/n/10 , Del ft Hydraulics [] [80] Underfull \hbox (badness 10000) in paragraph at lines 13122--13125 []\OT1/cmtt/m/n/10 Struiksma, N. (1999), Mathematical modelling of bedload tran sport over non-erodible layers, in \OT1/cmtt/m/it/10 Proceedings of the 1st IAH R symposium on River, Coastal, and Estuarine Morphodynamics, Genova, Italy\OT1/ cmtt/m/n/10 , pp. [] Underfull \hbox (badness 10000) in paragraph at lines 13127--13131 []\OT1/cmtt/m/n/10 Struiksma, N., and A. Crosato (1989), Analysis of a 2-d bed topography model for rivers, in \OT1/cmtt/m/it/10 River Meandering\OT1/cmtt/m/n /10 , edited by S. Ikeda and G. Parker, chap. 6, pp. 153--180, AGU, Washington, DC, United States, [] Underfull \hbox (badness 10000) in paragraph at lines 13140--13144 []\OT1/cmtt/m/n/10 Struiksma, N., M. M. Laguzzi, and J. G. H. Bremer (1994), Ri ver waal and sint andries: Improvement of the navigability conditions by means of a fixed layer., \OT1/cmtt/m/it/10 Tech. Rep. Q1788\OT1/cmtt/m/n/10 , Delft H ydraulics Laboratory, [] Underfull \hbox (badness 10000) in paragraph at lines 13146--13150 []\OT1/cmtt/m/n/10 Stuart, J. T. (1960), On the non-linear mechanics of wave di sturbances in stable and unstable parallel flows part 1. the basic behaviour in plane poiseuille flow, \OT1/cmtt/m/it/10 J Fluid Mech\OT1/cmtt/m/n/10 , \OT1/c mtt/m/it/10 9\OT1/cmtt/m/n/10 (3), 353--370, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 13194--13198 []\OT1/cmtt/m/n/10 Sun, J., B. Lin, and H. Kuang (2015b), Modelling the dynamic processes of channel migration, \OT1/cmtt/m/it/10 Proceedings of the Instituti on of Civil Engineers - Water Management\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 16 8\OT1/cmtt/m/n/10 (6), 256--269, doi:$\OT1/cmr/m/n/10 10 . 1680 / wama . 14 . [] Underfull \hbox (badness 10000) in paragraph at lines 13218--13222 []\OT1/cmtt/m/n/10 Suzuki, K. (1976), On the propagation of a disturbance in th e bed composition of an open channel, \OT1/cmtt/m/it/10 Tech. Rep. R 1976/09/L\ OT1/cmtt/m/n/10 , Laboratory of Fluid Mechanics, Faculty of Civil Engineering a nd Geosciences, Delft [] Underfull \hbox (badness 10000) in paragraph at lines 13225--13228 []\OT1/cmtt/m/n/10 Suzuki, K., , and M. Michiue (1979), On the dune height and the influence of sand mixture on its characteristics, \OT1/cmtt/m/it/10 paper p resented at the 23rd National Hydraulics Symposium, Jpn. Soc. of Civ. Eng., Tok yo, [] Underfull \hbox (badness 10000) in paragraph at lines 13253--13257 []\OT1/cmtt/m/n/10 Swenson, J. B., and T. Muto (2007), Response of coastal plai n rivers to falling relative sea-level: allogenic controls on the aggradational phase, \OT1/cmtt/m/it/10 Sedimentology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 54\ OT1/cmtt/m/n/10 (1), 207--221, doi:$\OT1/cmr/m/n/10 10 . 1111 / j . 1365-[]3091 . 2006 . [] Underfull \hbox (badness 10000) in paragraph at lines 13266--13271 []\OT1/cmtt/m/n/10 Swenson, J. B., C. Paola, L. Pratson, V. R. Voller, and A. B . Murray (2005), Fluvial and marine controls on combined subaerial and subaqueo us delta progradation: Morphodynamic modeling of [] [81] Underfull \hbox (badness 10000) in paragraph at lines 13291--13295 []\OT1/cmtt/m/n/10 Syvitski, J. P. M., C. J. V^^?or^^?osmarty, A. J. Kettner, a nd P. Green (2005), Impact of humans on the flux of terrestrial sediment to the global coastal ocean, \OT1/cmtt/m/it/10 Science\OT1/cmtt/m/n/10 , \OT1/cmtt/m/ it/10 308\OT1/cmtt/m/n/10 (5720), 376--380, doi:$\OT1/cmr/m/n/10 10 . 1126 / sc ience . [] Underfull \hbox (badness 10000) in paragraph at lines 13299--13303 []\OT1/cmtt/m/n/10 Syvitski, J. P. M., A. J. Kettner, I. Overeem, E. W. H. Hutt on, M. T. Hannon, G. R. Brakenridge, J. Day, C. Vorosmarty, Y. Saito, L. Giosan , and R. J. Nicholls (2009), Sinking deltas due to human [] Underfull \hbox (badness 10000) in paragraph at lines 13315--13319 []\OT1/cmtt/m/n/10 Talmon, A. M., N. Struiksma, and M. C. L. M. V. Mierlo (1995 ), Laboratory measurements of the direction of sediment transport on transverse alluvial-bed slopes, \OT1/cmtt/m/it/10 J. Hydraul. Res.\OT1/cmtt/m/n/10 , \OT1 /cmtt/m/it/10 33\OT1/cmtt/m/n/10 (4), 495--517, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 13326--13332 []\OT1/cmtt/m/n/10 Talstra, H., B. van Leeuwen, and L. de Wit (2019), Improving accuracy of weir/groyne discharge formulationsfor highly sub-critical (submerg ed) conditions, in \OT1/cmtt/m/it/10 Proceedings of the NCR days, Utrecht, the [] Underfull \hbox (badness 10000) in paragraph at lines 13344--13348 []\OT1/cmtt/m/n/10 Tan, W. Y. (1992), \OT1/cmtt/m/it/10 Shallow Water Hydrodyna mics: Mathematical Theory and Numerical Solution for a Two-dimensional System o f Shallow-water Equations\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 Elsevier Oceanogr aphy Series\OT1/cmtt/m/n/10 , vol. 55, 1 ed., 433 pp., [] Underfull \hbox (badness 10000) in paragraph at lines 13355--13359 []\OT1/cmtt/m/n/10 Tarekul Islam, G. M., M. R. Kabir, and A. Nishat (2006), Nod al point relation for the distribution of sediments at channel bifurcation, \OT 1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 132\OT1/cmt t/m/n/10 (10), 1105--1109, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) [] Underfull \hbox (badness 10000) in paragraph at lines 13362--13368 []\OT1/cmtt/m/n/10 Tartakovsky, A. M., C. O. Marrero, P. Perdikaris, G. D. Tart akovsky, and D. Barajas-Solano (2020), Physics-informed deep neural networks fo r learning parameters and constitutive relationships in subsurface [] Underfull \hbox (badness 10000) in paragraph at lines 13371--13375 []\OT1/cmtt/m/n/10 Tassi, P. A., S. Rhebergen, C. A. Vionnet, and O. Bokhove (2 008), A discontinuous galerkin finite element model for river bed evolution und er shallow flows, \OT1/cmtt/m/it/10 Comput Method Appl M\OT1/cmtt/m/n/10 , \OT1 /cmtt/m/it/10 197\OT1/cmtt/m/n/10 (33!!e!!40), [] Underfull \hbox (badness 10000) in paragraph at lines 13393--13398 []\OT1/cmtt/m/n/10 Ten Brinke, W. B. M., L. J. Bolwidt, E. Snippen, and L. W. v an Hal (2001), Sedimentbalans Rijntakken 2000, een actualisatie van de sediment balans voor slib, zand en grind van de Rijntakken in het [] Underfull \hbox (badness 10000) in paragraph at lines 13419--13423 []\OT1/cmtt/m/n/10 Thatcher, M. L., and D. R. F. Harleman (1972), A mathematica l model for the prediction of unsteady salinity intrusion in estuaries, \OT1/cm tt/m/it/10 Tech. Rep. NOAA-2-35150\OT1/cmtt/m/n/10 , Sea Grant Project Office, Massachusetts Inst. of [] Underfull \hbox (badness 10000) in paragraph at lines 13436--13441 []\OT1/cmtt/m/n/10 Thomas, R. E., D. R. Parsons, S. D. Sandbach, G. M. Keevil, W. A. Marra, R. J. Hardy, J. L. Best, S. N. Lane, and J. A. Ross (2011), An exp erimental study of discharge partitioning and flow structure at [] [82] Underfull \hbox (badness 10000) in paragraph at lines 13478--13482 []\OT1/cmtt/m/n/10 Tiessen, M., E. de Goede, J. Groenenboom, F. Zijl, G. Winter , and W. Kranenburg (2018), Onderzoek naar nauwkeurigheid voor zoutindringing m et D-HYDRO, \OT1/cmtt/m/it/10 Tech. Rep. 11202219-006-DSC-0008\OT1/cmtt/m/n/10 , Deltares, Delft, the [] Underfull \hbox (badness 10000) in paragraph at lines 13523--13527 []\OT1/cmtt/m/n/10 Tonnon, P. K., and E. de Goede (2021), Voorstel voor oplosse n van showstoppers in d-morphology en in d-waves voor 2d-modeltoepassingen in 2 021(vervolg op 2020-project), \OT1/cmtt/m/it/10 Memo 10 februari 2021\OT1/cmtt/ m/n/10 , Deltares, [] Underfull \hbox (badness 10000) in paragraph at lines 13555--13559 []\OT1/cmtt/m/n/10 Toro-Escobar, C. M., C. Paola, and G. Parker (1996), Transfe r function for the deposition of poorly sorted gravel in response to streambed aggradation, \OT1/cmtt/m/it/10 J. Hydraul. Res.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/i t/10 34\OT1/cmtt/m/n/10 (1), 35--53, doi:$\OT1/cmr/m/n/10 10 . 1080 / [] Underfull \hbox (badness 10000) in paragraph at lines 13592--13596 []\OT1/cmtt/m/n/10 Tron, S., P. Perona, L. Gorla, M. Schwarz, F. Laio, and L. R idolfi (2015), The signature of randomness in riparian plant root distributions , \OT1/cmtt/m/it/10 Geophys Res Lett\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 42\OT1 /cmtt/m/n/10 (17), 7098--7106, doi:$\OT1/cmr/m/n/10 10 . 1002 / 2015GL064857$\O T1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 13630--13634 []\OT1/cmtt/m/n/10 Tsujimoto, T. (1989c), Formation of longitudinal stripes due to lateral sorting by cellular secondary currents, in \OT1/cmtt/m/it/10 Proc. 33rd Japanese Conference on Hydraulics\OT1/cmtt/m/n/10 , vol. 33, pp. 403--408, doi:$\OT1/cmr/m/n/10 10 . 2208 / prohe1975 . [] [83] Underfull \hbox (badness 10000) in paragraph at lines 13645--13649 []\OT1/cmtt/m/n/10 Tsujimoto, T., and K. Motohashi (1989), Formation mechanism and predominant wave length of alternate longitudinal sorting on a stream bed c omposed of sand and gravel, in \OT1/cmtt/m/it/10 Proc. 33rd Japanese Conference on [] Underfull \hbox (badness 10000) in paragraph at lines 13671--13676 []\OT1/cmtt/m/n/10 Tubino, M., and W. Bertoldi (2008), \OT1/cmtt/m/it/10 Gravel -Bed Rivers VI: From Process Understanding to River Restoration\OT1/cmtt/m/n/10 , vol. 11, chap. 6: Bifurcations in gravel-bed streams, pp. 133--159, Elsevier B.V., doi:$\OT1/cmr/m/n/10 http : [] Underfull \hbox (badness 10000) in paragraph at lines 13693--13696 []\OT1/cmtt/m/n/10 Tuijnder, A. (2010), Sand in short supply: Modelling of bedf orms, roughness and sediment tansport in rivers under supply-limited conditions , Ph.D. thesis, University of Twente, Enschede, the Netherlands, [] Underfull \hbox (badness 10000) in paragraph at lines 13703--13708 []\OT1/cmtt/m/n/10 Tuijnder, A., and J. S. Ribberink (2010b), Development of su pply-limited transport due to vertical sorting of a sand-gravel mixture, in \OT 1/cmtt/m/it/10 Proceedings of the 5th International Conference on Fluvial Hydra ulics [] Underfull \hbox (badness 10000) in paragraph at lines 13710--13716 []\OT1/cmtt/m/n/10 Tuijnder, A., and J. S. Ribberink (2012a), Immobile layer fo rmation due to vertical sorting of immobile grain size fractions, in \OT1/cmtt/ m/it/10 Proceedings of the 6th International Conference on Fluvial Hydraulics ( River [] Underfull \hbox (badness 10000) in paragraph at lines 13725--13729 []\OT1/cmtt/m/n/10 Tuijnder, A., A. Spruyt, and J. Ribberink (2012), Applicatio n of the Delft3D semi-fixed layer model to Boven-Rijn and Pannerdensch Kanaal, \OT1/cmtt/m/it/10 Tech. Rep. 2012R-0xx/WEM-0xx\OT1/cmtt/m/n/10 , Twente Univers ity, Enschede, the [] Underfull \hbox (badness 10000) in paragraph at lines 13731--13735 []\OT1/cmtt/m/n/10 Tuijnder, A. P., and J. S. Ribberink (2012b), Experimental o bservation and modelling of roughness variation due to supply-limited sediment transport in uni-directional flow, \OT1/cmtt/m/it/10 J. Hydraul. Res.\OT1/cmtt/ m/n/10 , \OT1/cmtt/m/it/10 50\OT1/cmtt/m/n/10 (5), [] Underfull \hbox (badness 10000) in paragraph at lines 13760--13764 []\OT1/cmtt/m/n/10 Turowski, J. M., D. RICKENMANN, and S. J. DADSON (2010), The partitioning of the total sediment load of a river into suspended load and bed load: a review of empirical data, \OT1/cmtt/m/it/10 Sedimentology\OT1/cmtt/m/n/ 10 , \OT1/cmtt/m/it/10 57\OT1/cmtt/m/n/10 (4), [] Underfull \hbox (badness 10000) in paragraph at lines 13767--13771 []\OT1/cmtt/m/n/10 Uchida, T., Y. Kawahara, Y. Hayashi, and A. Tateishi (2020), Eulerian deposition model for sediment mixture in gravel-bed rivers with broad particle size distributions, \OT1/cmtt/m/it/10 Journal of Hydraulic Engineerin g\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 13778--13782 []\OT1/cmtt/m/n/10 Uijttewaal, W., M. J. Franca, D. Valero, V. Chavarrias, C. Y . Arb^^Sos, R. Schielen, and A. Crosato (2020), \OT1/cmtt/m/it/10 Proceedings o f the 10th International Conference on Fluvial Hydraulics (River Flow), Delft, the [] Underfull \hbox (badness 10000) in paragraph at lines 13790--13794 []\OT1/cmtt/m/n/10 Uijttewaal, W. S. J., D. Lehmann, and A. van Mazijk (2001), Exchange processes between a river and its groyne fields: Model experiments, \O T1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 127\OT1/cm tt/m/n/10 (11), 928--936, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) [] Underfull \hbox (badness 10000) in paragraph at lines 13802--13806 []\OT1/cmtt/m/n/10 Uittenbogaard, R. E., J. A. T. M. van Kester, and G. S. Stel ling (1992), Implementation of three turbulence models in 3D-TRISULA for rectan gular horizontal grids, \OT1/cmtt/m/it/10 Tech. Rep. Z162\OT1/cmtt/m/n/10 , Del ft Hydraulics [] [84] Underfull \hbox (badness 10000) in paragraph at lines 13829--13833 []\OT1/cmtt/m/n/10 USACE (2021b), HEC-RAS two-dimensional sediment transport te chnical reference manual, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , U.S. A rmy Corps of Engineers, Institue for Water Resources, Hydrologic Engineering Ce nter, 609 Second [] Underfull \hbox (badness 10000) in paragraph at lines 13840--13844 []\OT1/cmtt/m/n/10 Utsugawa, T., and M. Shirai (2016), Sand grain producing-tra nsport processes estimated from gravel-sand grain roundness on dams-constructed Tenryu River, central Japan., \OT1/cmtt/m/it/10 Geographical Reports of Tokyo [] Underfull \hbox (badness 10000) in paragraph at lines 13846--13850 []\OT1/cmtt/m/n/10 Valiani, A., and V. Caleffi (2008), Depth{energy and depth{f orce relationships in open channel flows: Analytical findings, \OT1/cmtt/m/it/1 0 Advances in Water Resources\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 31\OT1/cmtt/m /n/10 (3), 447--454, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1016 / j . advwatres . [] Underfull \hbox (badness 10000) in paragraph at lines 13852--13856 []\OT1/cmtt/m/n/10 Valiani, A., and V. Caleffi (2009), Depth{energy and depth{f orce relationships in open channel flows. ii: Analytical findings for power-law cross-sections, \OT1/cmtt/m/it/10 Advances in Water Resources\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 32\OT1/cmtt/m/n/10 (2), 213--224, [] Underfull \hbox (badness 10000) in paragraph at lines 13871--13875 []\OT1/cmtt/m/n/10 van Balen, W., K. Blanckaert, and W. S. J. Uijttewaal (2010a ), Analysis of the role of turbulence in curved open-channel flow at different water depths by means of experiments, les and rans, \OT1/cmtt/m/it/10 J Turbul\ OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 11\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 13895--13899 []\OT1/cmtt/m/n/10 van Denderen, R. P., R. M. J. Schielen, A. J. Paarlberg, M. Reneerkens, and D. C. M. Augustijn (), Analyzing natural bed-level dynamics to mitigate the morphological impact of river interventions, \OT1/cmtt/m/it/10 Riv er [] Underfull \hbox (badness 10000) in paragraph at lines 13907--13910 []\OT1/cmtt/m/n/10 van der Kaaij, T., V. Chavarrias, and W. Kranenburg (2022), Rmm 3d, een nieuw 3d model van de rijnmaasmonding in d-hydro: Vergelijking met zout- en debietmetingen najaar 2018, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/ 10 , Deltares, the [] Underfull \hbox (badness 10000) in paragraph at lines 13934--13938 []\OT1/cmtt/m/n/10 Van der Scheer, P., J. S. Ribberink, and A. Blom (2002), Tra nsport formulas for graded sediment: behaviour of transport formulas and verifi cation with data, \OT1/cmtt/m/it/10 Tech. Rep. 2002R-002\OT1/cmtt/m/n/10 , Civi l Engineering, [] Underfull \hbox (badness 10000) in paragraph at lines 13954--13958 []\OT1/cmtt/m/n/10 van Duin, O. J. M., J. S. Ribberink, C. M. Dohmen-Janssen, a nd S. J. M. H. Hulscher (2013), Modelling sediment pick-up and deposition in a dune model, in \OT1/cmtt/m/it/10 Marine and River Dune Dynamics (MARID IV) 15-1 6 [] Underfull \hbox (badness 10000) in paragraph at lines 13961--13965 []\OT1/cmtt/m/n/10 van Duin, O. J. M., S. J. M. H. Hulscher, J. S. Ribberink, a nd C. M. Dohmen-Janssen (2017), Modeling of spatial lag in bed-load transport p rocesses and its effect on dune morphology, \OT1/cmtt/m/it/10 J. Hydraul. Eng.\ OT1/cmtt/m/n/10 , [] [85] Underfull \hbox (badness 10000) in paragraph at lines 13994--13998 []\OT1/cmtt/m/n/10 van den Berg, J., J. De Kramer, M. Kleinhans, and A. Wilbers (2000), De allier als morfologisch voorbeeld voor de grensmaas: I: vergelijkba arheid en rivierpatroon, \OT1/cmtt/m/it/10 Natuurhistorisch Maandblad\OT1/cmtt/ m/n/10 , \OT1/cmtt/m/it/10 89\OT1/cmtt/m/n/10 (7), [] Underfull \hbox (badness 10000) in paragraph at lines 14001--14004 []\OT1/cmtt/m/n/10 Vandenbussche, V., K. Van Looy, S. Vanacker, S. Vermeersch, and K. Decleer (2001), Ecologische gebiedsvisie voor het rivierbed van de Grens maas, \OT1/cmtt/m/it/10 Tech. Rep. IN R/2001.9\OT1/cmtt/m/n/10 , Instituut voor Natuurbehoud, [] Underfull \hbox (badness 10000) in paragraph at lines 14034--14039 []\OT1/cmtt/m/n/10 El Kadi Abderrezzak, K., A. D. Moran, E. Mosselman, J.-P. Bo uchard, H. Habersack, and D. Aelbrecht (2014), A physical, movable-bed model fo r non-uniform sediment transport, fluvial erosion and bank failure [] Underfull \hbox (badness 10000) in paragraph at lines 14048--14052 []\OT1/cmtt/m/n/10 de Kramer, J., A. W. J. van den Berg, and M. Kleinhans (2000 ), De allier als morfologisch voorbeeld voor de grensmaas: deel ii: oevererosie en meandermigratie, \OT1/cmtt/m/it/10 Natuurhistorisch Maandblad\OT1/cmtt/m/n/ 10 , \OT1/cmtt/m/it/10 89\OT1/cmtt/m/n/10 (8), [] Underfull \hbox (badness 10000) in paragraph at lines 14069--14074 []\OT1/cmtt/m/n/10 "van Looy, K., T. de Boeck, and G. van Thuyne ("2009"), \OT1 /cmtt/m/it/10 "Grensmaas: evaluatie ecologische monitoring drempels"\OT1/cmtt/m /n/10 , no. "INBO.A.1902" in "Adviezen van het Instituut voor Natuur- en Bosond erzoek", "Instituut [] Underfull \hbox (badness 10000) in paragraph at lines 14082--14086 []\OT1/cmtt/m/n/10 Vanoni, V. A., and N. H. Brooks (1957), Laboratory studies o f the roughness and suspended load of alluvial streams, \OT1/cmtt/m/it/10 Tech. Rep. E-68\OT1/cmtt/m/n/10 , Sedimentation Laboratory, California Institute of Technology, Pasadena, [] Underfull \hbox (badness 10000) in paragraph at lines 14088--14092 []\OT1/cmtt/m/n/10 van Rijn, L. C. (2007), Unified view of sediment transport b y currents and waves. i: Initiation of motion, bed roughness, and bed-load tran sport, \OT1/cmtt/m/it/10 Journal of Hydraulic Engineering\OT1/cmtt/m/n/10 , \OT 1/cmtt/m/it/10 133\OT1/cmtt/m/n/10 (6), 649--667, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 14125--14129 []\OT1/cmtt/m/n/10 Vanzo, D., A. Siviglia, G. Stecca, and G. Zolezzi (2014), Lo ng term gravel-bed river morphodynamics simulations using morphological factor: are final configurations always reliable?, in \OT1/cmtt/m/it/10 Abstract 3549 [] Underfull \hbox (badness 10000) in paragraph at lines 14132--14136 []\OT1/cmtt/m/n/10 Vanzo, D., A. Siviglia, and E. F. Toro (2016), Pollutant tra nsport by shallow water equations on unstructured meshes: Hyperbolization of th e model and numerical solution via a novel flux splitting scheme, [] Underfull \hbox (badness 10000) in paragraph at lines 14144--14149 []\OT1/cmtt/m/n/10 Vanzo, D., S. Peter, L. Vonwiller, M. B^^?urgler, M. Webernd orfer, A. Siviglia, D. Conde, and D. F. Vetsch (2021), basement v3: A modular f reeware for river process modelling over multiple computational [] [86] Underfull \hbox (badness 10000) in paragraph at lines 14156--14160 []\OT1/cmtt/m/n/10 Vargas-Luna, A., A. Crosato, and W. S. J. Uijttewaal (2014), Effects of vegetation on flow and sediment transport: Comparative analyses and validation of predicting models, \OT1/cmtt/m/it/10 Earth Surf Process Landf\OT 1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 14163--14167 []\OT1/cmtt/m/n/10 Vargas-Luna, A., A. Crosato, P. Byishimo, and W. S. J. Uijtt ewaal (2018), Impact of flow variability and sediment characteristics on channe l width evolution in laboratory streams, \OT1/cmtt/m/it/10 J. Hydraul. Res.\OT1 /cmtt/m/n/10 , pp. [] Underfull \hbox (badness 10000) in paragraph at lines 14199--14205 []\OT1/cmtt/m/n/10 Veldkamp, A., J. E. M. Baartman, T. J. Coulthard, D. Maddy, J. M. Schoorl, J. E. A. Storms, A. J. A. M. Temme, R. van Balen, M. J. van De W iel, W. van Gorp, W. Viveen, R. Westaway, and A. C. Whittaker [] Underfull \hbox (badness 10000) in paragraph at lines 14209--14215 []\OT1/cmtt/m/n/10 van Velzen, E. H. E. v. V., P. Jesse, P. Cornelissen, and H. Coops (2003a), \OT1/cmtt/m/it/10 Stromingsweerstand vegetatie in uiterwaarden / Dl. 1, Handboek\OT1/cmtt/m/n/10 , versie 1 ed., Ministerie van Verkeer en Wat erstaat, [] Underfull \hbox (badness 10000) in paragraph at lines 14219--14225 []\OT1/cmtt/m/n/10 van Velzen, E. H. E. v. V., P. Jesse, P. Cornelissen, and H. Coops (2003b), \OT1/cmtt/m/it/10 Stromingsweerstand vegetatie in uiterwaarden / Dl. 2, Achtergronddocument\OT1/cmtt/m/n/10 , versie 1 ed., Ministerie van Ver keer en Waterstaat, [] Underfull \hbox (badness 10000) in paragraph at lines 14235--14239 []\OT1/cmtt/m/n/10 Venditti, J., R. Humphries, M. Allison, J. Nittrouer, and M. Church (2010b), Morphology and dynamics of a gravel-sand transition, in \OT1/c mtt/m/it/10 Proceedings of the 9th Federal Interagency Sedimentation Conference , Las [] Underfull \hbox (badness 10000) in paragraph at lines 14247--14251 []\OT1/cmtt/m/n/10 Venditti, J. G., and M. Church (2014), Morphology and contro ls on the position of a gravel-sand transition: Fraser River, British Columbia, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/ m/it/10 119\OT1/cmtt/m/n/10 (9), 1959--1976, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 14254--14258 []\OT1/cmtt/m/n/10 Venditti, J. G., N. Domarad, M. Church, and C. D. Rennie (20 15), The gravel-sand transition: Sediment dynamics in a diffuse extension, \OT1 /cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/ 10 120\OT1/cmtt/m/n/10 (6), 943--963, doi:$\OT1/cmr/m/n/10 10 . 1002 / [] Underfull \hbox (badness 10000) in paragraph at lines 14267--14271 []\OT1/cmtt/m/n/10 Verberk, W., F. Collas, G. Geerling, and M.-C. Petersdorf (E ds.) (2023), \OT1/cmtt/m/it/10 NCR DAYS 2023 | Towards 2048: the next 25 years of river studies, Book of abstracts\OT1/cmtt/m/n/10 , NCR publication 51-2023, Netherlands Centre [] Underfull \hbox (badness 10000) in paragraph at lines 14273--14277 []\OT1/cmtt/m/n/10 Verbrugge, L. N. H., and R. J. G. van den Born (2021), Einde valuatie pilot Langsdammen in de Waal; beleving en participatie, \OT1/cmtt/m/it /10 Rapport\OT1/cmtt/m/n/10 , Radboud Universiteit en Universiteit Twente in sa menwerking met [] Underfull \hbox (badness 10000) in paragraph at lines 14323--14328 []\OT1/cmtt/m/n/10 Vermeulen, B., A. J. F. Hoitink, S. W. van Berkum, and H. Hi dayat (2014), Sharp bends associated with deep scours in a tropical river: The river mahakam (east kalimantan, indonesia), \OT1/cmtt/m/it/10 Journal of [] Underfull \hbox (badness 10000) in paragraph at lines 14331--14335 []\OT1/cmtt/m/n/10 Vermeulen, B., A. J. F. Hoitink, and R. J. Labeur (2015), Fl ow structure caused by a local cross-sectional area increase and curvature in a sharp river bend, \OT1/cmtt/m/it/10 Journal of Geophysical Research: Earth [] [87] Underfull \hbox (badness 10000) in paragraph at lines 14347--14351 []\OT1/cmtt/m/n/10 Vesipa, R., C. Camporeale, and L. Ridolfi (2017), Effect of river flow fluctuations on riparian vegetation dynamics: Processes and models, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 110\OT1/ cmtt/m/n/10 (Supplement C), 29--50, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . [] Underfull \hbox (badness 10000) in paragraph at lines 14359--14365 []\OT1/cmtt/m/n/10 Vetsch, D., D. Ehrbar, S. Peter, P. Russelot, C. Volz, L. Vo nwiller, R. Faeh, D. Farshi, R. Mueller, and R. Veprek (2006), \OT1/cmtt/m/it/1 0 BASEMENT, Basic Simulation Environment for Computation of Environmental Flow and [] Underfull \hbox (badness 10000) in paragraph at lines 14367--14371 []\OT1/cmtt/m/n/10 Vichnevetsky, R. (1987), Wave propagation analysis of differ ence schemes for hyperbolic equations: A review, \OT1/cmtt/m/it/10 Internationa l Journal for Numerical Methods in Fluids\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 7 \OT1/cmtt/m/n/10 (5), 409--452, doi:$\OT1/cmr/m/n/10 https : / / doi . org / 10 . 1002 / [] Underfull \hbox (badness 10000) in paragraph at lines 14374--14378 []\OT1/cmtt/m/n/10 Villaret, C., J.-M. Hervouet, R. Kopmann, U. Merkel, and A. G. Davies (2013), Morphodynamic modeling using the Telemac finite-element syste m, \OT1/cmtt/m/it/10 Computers & Geosciences\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/1 0 53\OT1/cmtt/m/n/10 , 105--113, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . cageo . 2 011 . 10 . [] Underfull \hbox (badness 10000) in paragraph at lines 14394--14398 []\OT1/cmtt/m/n/10 Viparelli, E., R. Haydel, M. Salvaro, P. R. Wilcock, and G. Parker (2010a), River morphodynamics with creation/consumption of grain size st ratigraphy 1: Laboratory experiments, \OT1/cmtt/m/it/10 J. Hydraul. Res.\OT1/cm tt/m/n/10 , \OT1/cmtt/m/it/10 48\OT1/cmtt/m/n/10 (6), [] Underfull \hbox (badness 10000) in paragraph at lines 14401--14405 []\OT1/cmtt/m/n/10 Viparelli, E., O. E. Sequeiros, A. Cantelli, P. R. Wilcock, and G. Parker (2010b), River morphodynamics with creation/consumption of grain size stratigraphy 2: Numerical model, \OT1/cmtt/m/it/10 J. Hydraul. Res.\OT1/cm tt/m/n/10 , \OT1/cmtt/m/it/10 48\OT1/cmtt/m/n/10 (6), [] Underfull \hbox (badness 10000) in paragraph at lines 14408--14412 []\OT1/cmtt/m/n/10 Viparelli, E., D. Gaeuman, P. Wilcock, and G. Parker (2011), A model to predict the evolution of a gravel bed river under an imposed cyclic hydrograph and its application to the Trinity River, \OT1/cmtt/m/it/10 Water R esour [] Underfull \hbox (badness 10000) in paragraph at lines 14415--14420 []\OT1/cmtt/m/n/10 Viparelli, E., A. Blom, and G. Parker (2012), Modeling strat igraphy formed by prograding Gilbert-type deltas, in \OT1/cmtt/m/it/10 Proceedi ngs of the 6th International Conference on Fluvial Hydraulics (River Flow), San [] Underfull \hbox (badness 10000) in paragraph at lines 14423--14427 []\OT1/cmtt/m/n/10 Viparelli, E., J. W. Lauer, P. Belmont, and G. Parker (2013) , A numerical model to develop long-term sediment budgets using isotopic sedime nt fingerprints, \OT1/cmtt/m/it/10 Computers & Geosciences\OT1/cmtt/m/n/10 , \O T1/cmtt/m/it/10 53\OT1/cmtt/m/n/10 (0), 114--122, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 14430--14434 []\OT1/cmtt/m/n/10 Viparelli, E., A. Blom, C. Ferrer-Boix, and R. Kuprenas (201 4), Comparison between experimental and numerical stratigraphy emplaced by a pr ograding delta, \OT1/cmtt/m/it/10 Earth Surf Dyn\OT1/cmtt/m/n/10 , \OT1/cmtt/m/ it/10 2\OT1/cmtt/m/n/10 (1), 323--338, doi:$\OT1/cmr/m/n/10 10 . 5194 / [] Underfull \hbox (badness 10000) in paragraph at lines 14443--14449 []\OT1/cmtt/m/n/10 Viparelli, E., J. A. Nittrouer, and G. Parker (2015), Modeli ng flow and sediment transport dynamics in the lowermost mississippi river, lou isiana, usa, with an upstream alluvial-bedrock transition and a [] Underfull \hbox (badness 10000) in paragraph at lines 14452--14457 []\OT1/cmtt/m/n/10 Viparelli, E., R. R. H. Moreira, and A. Blom (2017), Modelli ng stratigraphy-based GBR morphodynamics., in \OT1/cmtt/m/it/10 Gravel-Bed Rive rs: Process and Disasters\OT1/cmtt/m/n/10 , edited by D. Tsutsumi and J. Laronn e, chap. 23, pp. [] Underfull \hbox (badness 10000) in paragraph at lines 14460--14464 []\OT1/cmtt/m/n/10 Visconti, F., L. Stefanon, C. Camporeale, F. Susin, L. Ridol fi, and S. Lanzoni (2012), Bed evolution measurement with flowing water in morp hodynamics experiments, \OT1/cmtt/m/it/10 Earth Surf Process Landf\OT1/cmtt/m/n /10 , \OT1/cmtt/m/it/10 37\OT1/cmtt/m/n/10 (8), 818--827, [] Underfull \hbox (badness 10000) in paragraph at lines 14470--14476 []\OT1/cmtt/m/n/10 Visser, P. J. (10-2000), Bodemontwikkeling Rijnsysteem: Een verkenning van omvang, oorzaken, toekomstige ontwikkelingen en mogelijke maatre gelen (bed development of the Rhine system: An exploration of [] Underfull \hbox (badness 10000) in paragraph at lines 14490--14494 []\OT1/cmtt/m/n/10 Voepel, H., R. Schumer, and M. A. Hassan (2013), Sediment re sidence time distributions: Theory and application from bed elevation measureme nts, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/c mtt/m/it/10 118\OT1/cmtt/m/n/10 (4), 2557--2567, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 14497--14501 []\OT1/cmtt/m/n/10 Vogel, K. R., A. van Niekerk, R. L. Slingerland, and J. S. B ridge (1992), Routing of heterogeneous sediments over movable bed: Model verifi cation, \OT1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 118\OT1/cmtt/m/n/10 (2), 263--279, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) [] [88] Underfull \hbox (badness 10000) in paragraph at lines 14519--14522 []\OT1/cmtt/m/n/10 Volp, N. (2017), Subgrid is dancing with sediment; a full su bgrid approach for morphodynamic modelling, Ph.D. thesis, Delft University of T echnology, Delft, the Netherlands., doi:$\OT1/cmr/m/n/10 10 . 4233 / uuid : [] Underfull \hbox (badness 10000) in paragraph at lines 14525--14529 []\OT1/cmtt/m/n/10 Volp, N. D., B. C. van Prooijen, and G. S. Stelling (2013), A finite volume approach for shallow water flow accounting for high-resolution bathymetry and roughness data, \OT1/cmtt/m/it/10 Water Resources Research\OT1/c mtt/m/n/10 , \OT1/cmtt/m/it/10 49\OT1/cmtt/m/n/10 (7), [] Underfull \hbox (badness 10000) in paragraph at lines 14638--14642 []\OT1/cmtt/m/n/10 de Vries, P., C. Huang, and B. Aldrich (2014), Sediment tran sport modeling along the gravel-sand transition zone of the snohomish river, in \OT1/cmtt/m/it/10 Proceedings of the American Geopshysical Union Fall Meeting, San [] [89] Underfull \hbox (badness 10000) in paragraph at lines 14761--14765 []\OT1/cmtt/m/n/10 van Vuren, S., A. Paarlberg, and H. Havinga (2015), The afte rmath of room for the river and restoration works: Coping with excessive mainte nance dredging, \OT1/cmtt/m/it/10 J Hydro-environ Res\OT1/cmtt/m/n/10 , \OT1/cm tt/m/it/10 9\OT1/cmtt/m/n/10 (2), 172--186, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 14768--14772 []\OT1/cmtt/m/n/10 V^^Sazquez-Tarr^^S^^Po, D., A. Recking, F. Li^^Sebault, M. T al, and R. Men^^Sendez-Duarte (2019), Particle transport in gravel-bed rivers: Revisiting passive tracer data, \OT1/cmtt/m/it/10 Earth Surf Proc Land\OT1/cmtt /m/n/10 , \OT1/cmtt/m/it/10 44\OT1/cmtt/m/n/10 (1), 112--128, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 14775--14780 []\OT1/cmtt/m/n/10 V^^Sazquez-Tarr^^S^^Po, D., M. Tal, E. Parrot, and H. Pi^^Se gay (2022), Can we incorrectly link armouring to damming? a need to promote hyp othesis-driven rather than expert-based approaches in fluvial geomorphology, [] Underfull \hbox (badness 10000) in paragraph at lines 14783--14787 []\OT1/cmtt/m/n/10 Wainwright, J., A. J. Parsons, J. R. Cooper, P. Gao, J. A. G illies, L. Mao, J. D. Orford, and P. G. Knight (2015), The concept of transport capacity in geomorphology, \OT1/cmtt/m/it/10 Rev Geophys\OT1/cmtt/m/n/10 , \OT 1/cmtt/m/it/10 53\OT1/cmtt/m/n/10 (4), 1155--1202, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 14790--14794 []\OT1/cmtt/m/n/10 Walker, W., P. Harremo^^?es, J. Rotmans, J. Sluijs, M. Assel t, P. Janssen, and M. Kraus (2003), Defining uncertainty: A conceptual basis fo r uncertainty management in model-based decision support, \OT1/cmtt/m/it/10 Int egrated [] Underfull \hbox (badness 10000) in paragraph at lines 14815--14819 []\OT1/cmtt/m/n/10 Wang, B., and Y. J. Xu (2018a), Dynamics of 30 large channel bars in the lower mississippi river in response to river engineering from 1985 to 2015, \OT1/cmtt/m/it/10 Geomorphology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 3 00\OT1/cmtt/m/n/10 (Supplement C), 31--44, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 14821--14826 []\OT1/cmtt/m/n/10 Wang, B., and Y. J. Xu (2018b), Decadal-scale riverbed defor mation and sand budget of the last 500 km of the mississippi river: Insights in to natural and river engineering effects on a large alluvial [] Underfull \hbox (badness 10000) in paragraph at lines 14829--14833 []\OT1/cmtt/m/n/10 Wang, G., J. Xia, and B. Wu (2008a), Numerical simulation of longitudinal and lateral channel deformations in the braided reach of the Lowe r Yellow River, \OT1/cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/ m/it/10 134\OT1/cmtt/m/n/10 (8), 1064--1078, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 14855--14860 []\OT1/cmtt/m/n/10 Warmink, J. J., M. W. Straatsma, F. Huthoff, M. J. Booij, an d S. J. M. H. Hulscher (2013), Uncertainty of design water levels due to combin ed bed form and vegetation roughness in the dutch river waal, [] Underfull \hbox (badness 10000) in paragraph at lines 14877--14881 []\OT1/cmtt/m/n/10 Watson, J. (1960), On the non-linear mechanics of wave distu rbances in stable and unstable parallel flows part 2. the development of a solu tion for plane poiseuille flow and for plane couette flow, \OT1/cmtt/m/it/10 J Fluid [] [90] Underfull \hbox (badness 10000) in paragraph at lines 14895--14900 []\OT1/cmtt/m/n/10 van der Wegen, M., and B. E. Jaffe (2014), Processes governi ng decadal-scale depositional narrowing of the major tidal channel in san pablo bay, california, usa, \OT1/cmtt/m/it/10 Journal of Geophysical Research: Earth [] Underfull \hbox (badness 10000) in paragraph at lines 14904--14908 []\OT1/cmtt/m/n/10 van der Wegen, M., R. Schrijvershof, A. Colina Alonso, Y. Br oekema, W. Kranenburg, and B. Huisman (2021), Hydrodynamics in the pits of bors sele and hansweert: Data-analysis and delft3d-fm modeling, \OT1/cmtt/m/it/10 Te ch. [] Underfull \hbox (badness 10000) in paragraph at lines 14920--14926 []\OT1/cmtt/m/n/10 Werner, M. G. F., M. Ververs, C. van, Haselen, U. Pakes., K. Daamen, and M. Muerlebach (2000), A comparison of methods for generating cross sections for flood modelling using detailed floorplain elevation [] Underfull \hbox (badness 10000) in paragraph at lines 14942--14947 []\OT1/cmtt/m/n/10 White, D. C., and P. A. Nelson (2023), Flume investigation i nto mechanisms responsible for particle sorting in gravel-bed meandering channe ls, \OT1/cmtt/m/it/10 Journal of Geophysical Research: Earth Surface\OT1/cmtt/m /n/10 , \OT1/cmtt/m/it/10 128\OT1/cmtt/m/n/10 (1), [] Underfull \hbox (badness 10000) in paragraph at lines 14960--14963 []\OT1/cmtt/m/n/10 Wienk, T. (2021), Evaluation of the resilience of inland wat erway transport to increasing periods of low flow, following a dynamic adaptive policy pathway approach, Master's thesis, Delft University of [] Underfull \hbox (badness 10000) in paragraph at lines 14965--14969 []\OT1/cmtt/m/n/10 Wiersma, A. (2015), De ondergrond van de Boven Merwede, Dord tsche Kil, Nieuwe Maas en Nieuwe Waterweg : in relatie tot stabiliteit van oeve rs, onderwatertaluds en waterbodems, \OT1/cmtt/m/it/10 rapport Deltares\OT1/cmt t/m/n/10 , Deltares, [] Underfull \hbox (badness 10000) in paragraph at lines 14972--14976 []\OT1/cmtt/m/n/10 Wiesemann, J.-U., P. Mewis, and U. C. E. Zanke (2006), Downs lope transport (transverse sediment transport), in \OT1/cmtt/m/it/10 Third Chin ese-German Joint Symposium on Coastal and Ocean Engineering, National Cheng Kun g [] Underfull \hbox (badness 10000) in paragraph at lines 15003--15007 []\OT1/cmtt/m/n/10 Wilbers, A. (1996), The border meuse over the years. a study into the morphological changes of the bed of the meuse river in the period 197 8 through 1998, \OT1/cmtt/m/it/10 Tech. rep.\OT1/cmtt/m/n/10 , Faculteit Ruimte lijke Wetenschappen, [] Underfull \hbox (badness 10000) in paragraph at lines 15009--15012 []\OT1/cmtt/m/n/10 Wilbers, A. (2004), The development and hydraulic roughness of subaqueous dunes, Ph.D. thesis, The Royal Dutch Geographical Society/Faculty of Geosciences, Utrecht University, netherlands Geographical [] Underfull \hbox (badness 10000) in paragraph at lines 15023--15027 []\OT1/cmtt/m/n/10 Wilbers, A. W. E., and W. B. M. Ten Brinke (2003), The respo nse of subaqueous dunes to floods in sand and gravel bed reaches of the dutch r hine, \OT1/cmtt/m/it/10 Sedimentology\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 50\OT 1/cmtt/m/n/10 (6), 1013--1034, doi:$\OT1/cmr/m/n/10 10 . 1046 / j . 1365-[]3091 . 2003 . [] Underfull \hbox (badness 10000) in paragraph at lines 15048--15052 []\OT1/cmtt/m/n/10 Wilcock, P. R., and B. W. McArdell (1993), Surface-based fra ctional transport rates: Mobilization thresholds and partial transport of a san d-gravel sediment, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cm tt/m/it/10 29\OT1/cmtt/m/n/10 (4), 1297--1312, doi: [] [91] Underfull \hbox (badness 10000) in paragraph at lines 15066--15070 []\OT1/cmtt/m/n/10 Wildt, D., C. Hauer, H. Habersack, and M. Tritthart (2022), Les two-phase modelling of suspended sediment transport using a two-way coupled euler{lagrange approach, \OT1/cmtt/m/it/10 Adv Water Resour\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 160\OT1/cmtt/m/n/10 , 104,095, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 15072--15076 []\OT1/cmtt/m/n/10 de Wildt, P. (1983), Erosie bochtafsnijding Boxmeer, \OT1/cm tt/m/it/10 RWS, WW, -rapporten ; nota 83.6 ; projectnr 65.017.00 171229\OT1/cmt t/m/n/10 , Ministerie van Verkeer en Waterstaat, Rijkswaterstaat, Directie Wate rhuishouding en [] Underfull \hbox (badness 10000) in paragraph at lines 15083--15087 []\OT1/cmtt/m/n/10 Wilkens, D. H. (1995), Measuring sediment transport in sand- bed rivers: Inventory of instruments and methods bed load transport suspendend load transport, \OT1/cmtt/m/it/10 Tech. Rep. Q1996\OT1/cmtt/m/n/10 , Waterloopk undig Laboratorium [] Underfull \hbox (badness 10000) in paragraph at lines 15107--15111 []\OT1/cmtt/m/n/10 Williams, R. D., R. Measures, D. M. Hicks, and J. Brasington (2016), Assessment of a numerical model to reproduce event-scale erosion and d eposition distributions in a braided river, \OT1/cmtt/m/it/10 Water Resour Res\ OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 15114--15119 []\OT1/cmtt/m/n/10 Wilson, C. A. M. E., P. D. Bates, and J. M. Hervouet (2002), Comparison of turbulence models for stage-discharge rating curve prediction in reach-scale compound channel flows using two-dimensional finite [] Underfull \hbox (badness 10000) in paragraph at lines 15123--15127 []\OT1/cmtt/m/n/10 Wilson, G., D. A. Aruliah, C. T. Brown, N. P. Chue Hong, M. Davis, R. T. Guy, S. H. D. Haddock, K. D. Huff, I. M. Mitchell, M. D. Plumbley, B. Waugh, E. P. White, and P. Wilson (2014), Best practices for [] Underfull \hbox (badness 10000) in paragraph at lines 15143--15147 []\OT1/cmtt/m/n/10 Winterwerp, J. C., W. G. M. van Kesteren, B. van Prooijen, a nd W. Jacobs (2012), A conceptual framework for shear flow{induced erosion of s oft cohesive sediment beds, \OT1/cmtt/m/it/10 Journal of Geophysical Research: [] Underfull \hbox (badness 10000) in paragraph at lines 15159--15163 []\OT1/cmtt/m/n/10 Wohl, E., P. L. Angermeier, B. Bledsoe, G. M. Kondolf, L. Ma cDonnell, D. M. Merritt, M. A. Palmer, N. L. Poff, and D. Tarboton (2005), Rive r restoration, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m /it/10 41\OT1/cmtt/m/n/10 (10), W10,301, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 15183--15187 []\OT1/cmtt/m/n/10 Wong, M., and G. Parker (2006a), One-dimensional modeling of bed evolution in a gravel bed river subject to a cycled flood hydrograph, \OT1 /cmtt/m/it/10 J. Geophys. Res., Earth Surface\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/ 10 111\OT1/cmtt/m/n/10 (F3), F03,018, doi:$\OT1/cmr/m/n/10 10 . 1029 / [] Underfull \hbox (badness 10000) in paragraph at lines 15189--15193 []\OT1/cmtt/m/n/10 Wong, M., and G. Parker (2006b), Reanalysis and correction o f bed-load relation of Meyer-Peter and M^^?uller using their own database, \OT1 /cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 132\OT1/cmtt /m/n/10 (11), 1159--1168, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) 0733-[]9429( 2006 ) [] Underfull \hbox (badness 10000) in paragraph at lines 15196--15200 []\OT1/cmtt/m/n/10 Wong, M., G. Parker, P. De Vries, T. M. Brown, and S. J. Bur ges (2007), Experiments on dispersion of tracer stones under lower-regime plane -bed equilibrium bed load transport, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmt t/m/n/10 , \OT1/cmtt/m/it/10 43\OT1/cmtt/m/n/10 (3), [] Underfull \hbox (badness 10000) in paragraph at lines 15203--15207 []\OT1/cmtt/m/n/10 Woodhouse, M. J., A. R. Thornton, C. G. Johnson, B. P. Kokel aar, and J. M. N. T. Gray (2012), Segregation-induced fingering instabilities i n granular free-surface flows, \OT1/cmtt/m/it/10 J Fluid Mech\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 709\OT1/cmtt/m/n/10 , 543--580, doi: [] [92] Underfull \hbox (badness 10000) in paragraph at lines 15229--15232 []\OT1/cmtt/m/n/10 WSV (2023), Langfristige Sicherung der Geschiebezugabe in If fezheim, []$https : / / www . wsa-[]oberrhein . wsv . de / Webs / WSA / Oberrhe in / DE / 1 _ Wasserstrasse / Projekte / Langfristige-[]Sicherung-[]der-[]Gesch iebezugabe / std _ node . [] Underfull \hbox (badness 10000) in paragraph at lines 15234--15238 []\OT1/cmtt/m/n/10 Wu, F., and K. Yang (2004), Entrainment probabilities of mix ed-size sediment incorporating near-bed coherent flow structures, \OT1/cmtt/m/i t/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 130\OT1/cmtt/m/n/10 ( 12), 1187--1197, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) 0733-[]9429(2004 ) 13 0 : [] Underfull \hbox (badness 10000) in paragraph at lines 15240--15244 []\OT1/cmtt/m/n/10 Wu, F. C., Y. C. Shao, and Y. C. Chen (2011), Quantifying th e forcing effect of channel width variations on free bars: Morphodynamic modeli ng based on characteristic dissipative galerkin scheme, \OT1/cmtt/m/it/10 J. [] Underfull \hbox (badness 10000) in paragraph at lines 15246--15250 []\OT1/cmtt/m/n/10 Wu, W. (2004), Depth-averaged two-dimensional numerical mode ling of unsteady flow and nonuniform sediment transport in open channels, \OT1/ cmtt/m/it/10 J. Hydraul. Eng.\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 130\OT1/cmtt/ m/n/10 (10), 1013--1024, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) 0733-[]9429(2 004 ) [] Underfull \hbox (badness 10000) in paragraph at lines 15262--15266 []\OT1/cmtt/m/n/10 Wu, Z., E. Foufoula-Georgiou, G. Parker, A. Singh, X. Fu, an d G. Wang (2019), Analytical solution for anomalous diffusion of bedload tracer s gradually undergoing burial, \OT1/cmtt/m/it/10 J. Geophys. Res., Earth Surfac e\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 15268--15274 []\OT1/cmtt/m/n/10 Wurms, S., and P. M. Schr^^?oeder (2012), Evaluation of stra tegies for the acceleration of morphodynamic simulations against the background of waterways maintenance, in \OT1/cmtt/m/it/10 Proceedings of the 6th Internat ional [] Underfull \hbox (badness 10000) in paragraph at lines 15276--15280 []\OT1/cmtt/m/n/10 Xia, J., G. Wang, and B. Wu (2004), Two-dimensional numerica l modeling of the longitudinal and lateral channel deformations in alluvial riv ers, \OT1/cmtt/m/it/10 Science in China Series E: Technological Sciences\OT1/cm tt/m/n/10 , \OT1/cmtt/m/it/10 47\OT1/cmtt/m/n/10 (1), [] Underfull \hbox (badness 10000) in paragraph at lines 15283--15290 []\OT1/cmtt/m/n/10 Yager, E. M., M. Kenworthy, and A. Monsalve (2015), Taking t he river inside: Fundamental advances from laboratory experiments in measuring and understanding bedload transport processes, \OT1/cmtt/m/it/10 Geomorphology\ OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 15309--15313 []\OT1/cmtt/m/n/10 Yamaguchi, S., S. Giri, Y. Shimizu, and J. M. Nelson (), Mor phological computation of dune evolution with equilibrium and non-equilibrium s ediment-transport models, \OT1/cmtt/m/it/10 Water Resour Res\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 n/a\OT1/cmtt/m/n/10 (n/a), doi: [] Underfull \hbox (badness 10000) in paragraph at lines 15316--15320 []\OT1/cmtt/m/n/10 Yang, L., X. Meng, and G. E. Karniadakis (2021), B-pinns: Ba yesian physics-informed neural networks for forward and inverse pde problems wi th noisy data, \OT1/cmtt/m/it/10 Journal of Computational Physics\OT1/cmtt/m/n/ 10 , \OT1/cmtt/m/it/10 425\OT1/cmtt/m/n/10 , 109,913, [] Underfull \hbox (badness 10000) in paragraph at lines 15322--15325 []\OT1/cmtt/m/n/10 Yang, S.-L., P.-X. Ding, and S.-L. Chen (2001), Temporal cha nge in bed level of a river mouth channel, Yangtze River mouth: With emphasis o n the response to river discharge and storm, \OT1/cmtt/m/it/10 J Coast Res\OT1/ cmtt/m/n/10 , \OT1/cmtt/m/it/10 17\OT1/cmtt/m/n/10 (2), [] Underfull \hbox (badness 10000) in paragraph at lines 15358--15363 []\OT1/cmtt/m/n/10 Yee, H., and B. Sj^^?ogreen (2018), Recent developments in a ccuracy and stability improvement of nonlinear filter methods for dns and les o f compressible flows, \OT1/cmtt/m/it/10 Computers & Fluids\OT1/cmtt/m/n/10 , \O T1/cmtt/m/it/10 169\OT1/cmtt/m/n/10 , 331--348, doi: [] [93] Underfull \hbox (badness 10000) in paragraph at lines 15385--15389 []\OT1/cmtt/m/n/10 Ylla Arb^^Sos, C., A. Blom, S. van Vuren, and R. M. J. Schie len (2019), Bed level change in the upper Rhine Delta since 1926 and rough extr apolation to 2050, \OT1/cmtt/m/it/10 Tech. Rep.\OT1/cmtt/m/n/10 , Delft Univers ity of Technology, Delft, [] Underfull \hbox (badness 10000) in paragraph at lines 15392--15396 []\OT1/cmtt/m/n/10 Ylla Arb^^Sos, C., A. Blom, S. R. White, R. Patzwahl, and R. M. J. Schielen (2024), Large-scale channel response to erosion-control measure s, \OT1/cmtt/m/it/10 Water Resources Research\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/ 10 60\OT1/cmtt/m/n/10 (3), e2023WR036,603, doi:$\OT1/cmr/m/n/10 https : [] Underfull \hbox (badness 10000) in paragraph at lines 15399--15404 []\OT1/cmtt/m/n/10 Ylla Arb^^Sos, C., A. Blom, E. Viparelli, M. Reneerkens, R. M. Frings, and R. M. J. Schielen (2021), River response to anthropogenic modifi cation: Channel steepening and gravel front fading in an incising [] Underfull \hbox (badness 10000) in paragraph at lines 15407--15411 []\OT1/cmtt/m/n/10 Ylla Arb^^Sos, C., A. Blom, C. J. Sloff, and R. M. J. Schiel en (2023), Centennial channel response to climate change in an engineered river , \OT1/cmtt/m/it/10 Geophysical Research Letters\OT1/cmtt/m/n/10 , \OT1/cmtt/m/ it/10 50\OT1/cmtt/m/n/10 (8), e2023GL103,000, doi:$\OT1/cmr/m/n/10 https : [] Underfull \hbox (badness 10000) in paragraph at lines 15421--15425 []\OT1/cmtt/m/n/10 Yossef, M., M. Zagonjolli, and K. Sloff (2008a), Voorspelins trument duurzame vaarweg; case study: fixed layer and sediment nourishment in t he Bovenrijn, \OT1/cmtt/m/it/10 Tech. Rep. Q4357.30\OT1/cmtt/m/n/10 , Delft Hyd raulics Laboratory, [] Overfull \hbox (520.0313pt too wide) in paragraph at lines 15428--15432 []\OT1/cmtt/m/n/10 Yossef, M., B. Jagers, G. Donchyts, and J. de. Jong (2018), From earth observations to river models (eo-riv), \OT1/cmtt/m/it/10 Web page\OT 1/cmtt/m/n/10 , Deltares, Delft, the Netherlands, http://intranet.deltares.nl/u mbraco/nl/idee^^?enplatform/challenge-enabling-technologies-open-call-closed/fr om-earth-observations-to-river-models-eo-riv/. [] Underfull \hbox (badness 10000) in paragraph at lines 15438--15442 []\OT1/cmtt/m/n/10 Yossef, M. F. M., and H. J. de Vriend (2010), Sediment excha nge between a river and its groyne fields: Mobile-bed experiment, \OT1/cmtt/m/i t/10 Journal of Hydraulic Engineering\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 136\O T1/cmtt/m/n/10 (9), 610--625, doi:$\OT1/cmr/m/n/10 10 . 1061 / (ASCE ) HY . [] Underfull \hbox (badness 10000) in paragraph at lines 15455--15462 []\OT1/cmtt/m/n/10 Yossef, M. F. M., H. R. A. Jagers, S. van Vuren, and A. Sieb en (2008b), Innovative techniques in modelling large-scale river morphology, in \OT1/cmtt/m/it/10 Procedings of the 4th International Conference on Fluvial [] Underfull \hbox (badness 10000) in paragraph at lines 15455--15462 \OT1/cmtt/m/it/10 Hydraulics (River Flow), 3-5 September, Cesme, Izmir, Turkey\ OT1/cmtt/m/n/10 , edited by M. Altinakar, M. A. Kokpinar, []Ismail Aydin, []evk et Cokgor, and S. Kirgoz, Kubaba Congress Department and Travel Services, Ankar a, [] Underfull \hbox (badness 10000) in paragraph at lines 15465--15469 []\OT1/cmtt/m/n/10 Yossef, M. F. M., M. Zagonjolli, and C. J. Sloff (2008c), Vo orspelinstrument duurzame vaarweg : case study fixed layer and sediment nourish ment in the Bovenrijn, \OT1/cmtt/m/it/10 rapport\OT1/cmtt/m/n/10 , WL Delft Hyd raulics, Delft, 88 p. [] Underfull \hbox (badness 10000) in paragraph at lines 15482--15487 []\OT1/cmtt/m/n/10 Zagonjolli, M., F. Platzek, and J. van Kester (2017), Modell ing the flow over a groyne and weir in WAQUA: Comparison of effective discharge coefficients ofstandard and streamlined structures according to [] Underfull \hbox (badness 10000) in paragraph at lines 15495--15499 []\OT1/cmtt/m/n/10 Zanr^^Se, D. D. L., and D. J. Needham (1994), On the hyperbo lic nature of the equations of alluvial river hydraulics and the equivalence of stable and energy dissipating shocks, \OT1/cmtt/m/it/10 Geophys Astrophys Flui d Dyn\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 15513--15517 []\OT1/cmtt/m/n/10 Zervakis, D. (2015), Combining a physics-based model and spa tial interpolation of scarce bed topography data in meandering alluvial rivers, M.Sc thesis, TU Delft, The Netherlands., available from [] Underfull \hbox (badness 10000) in paragraph at lines 15530--15534 []\OT1/cmtt/m/n/10 Zhang, H.-T., W.-H. Dai, A. M. F. da Silva, and H.-W. Tang ( 2021), Numerical model for convective flow in meandering channels with various sinuosities, \OT1/cmtt/m/it/10 Journal of Hydraulic Engineering\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 147\OT1/cmtt/m/n/10 (11), 04021,042, [] Underfull \hbox (badness 10000) in paragraph at lines 15549--15553 []\OT1/cmtt/m/n/10 Zhang, X., D. Schmidt, and B. Perot (2002), Accuracy and con servation properties of a three-dimensional unstructured staggered mesh scheme for fluid dynamics, \OT1/cmtt/m/it/10 J Comput Phys\OT1/cmtt/m/n/10 , \OT1/cmtt /m/it/10 175\OT1/cmtt/m/n/10 (2), 764--791, doi: [] [94] Underfull \hbox (badness 10000) in paragraph at lines 15556--15560 []\OT1/cmtt/m/n/10 Zheng, X., J. Seo, V. Vedula, T. Abraham, and R. Mittal (201 2), Computational modeling and analysis of intracardiac flows in simple models of the left ventricle, \OT1/cmtt/m/it/10 European Journal of Mechanics - B/Flui ds\OT1/cmtt/m/n/10 , [] Underfull \hbox (badness 10000) in paragraph at lines 15564--15569 []\OT1/cmtt/m/n/10 Zhou, Z., G. Coco, I. Townend, M. Olabarrieta, M. van der We gen, Z. Gong, A. D'Alpaos, S. Gao, B. E. Jaffe, G. Gelfenbaum, Q. He, Y. Wang, S. Lanzoni, Z. Wang, H. Winterwerp, and C. Zhang (2017), Is [] Underfull \hbox (badness 10000) in paragraph at lines 15572--15576 []\OT1/cmtt/m/n/10 Zhu, Z., J. Z. LeRoy, B. L. Rhoads, and M. H. Garc^^S^^Pa (2 018), Hydrosedfoam: A new parallelized two-dimensional hydrodynamic, sediment t ransport, and bed morphology model, \OT1/cmtt/m/it/10 Comput Geosci\OT1/cmtt/m/ n/10 , \OT1/cmtt/m/it/10 120\OT1/cmtt/m/n/10 , 32--39, doi: [] Underfull \hbox (badness 10000) in paragraph at lines 15588--15592 []\OT1/cmtt/m/n/10 Zima, W., M. Nowak-Oc lo^^Sn, and P. Oc lo^^Sn (2015), Simul ation of fluid heating in combustion chamber waterwalls of boilers for supercri tical steam parameters, \OT1/cmtt/m/it/10 Energy\OT1/cmtt/m/n/10 , \OT1/cmtt/m/ it/10 92\OT1/cmtt/m/n/10 , 117--127, doi:$\OT1/cmr/m/n/10 10 . 1016 / j . energ y . 2015 . 02 . [] Underfull \hbox (badness 10000) in paragraph at lines 15603--15607 []\OT1/cmtt/m/n/10 Zolezzi, G., and G. Seminara (2001), Downstream and upstream influence in river meandering. part 1. general theory and application to overd eepening, \OT1/cmtt/m/it/10 J Fluid Mech\OT1/cmtt/m/n/10 , \OT1/cmtt/m/it/10 43 8\OT1/cmtt/m/n/10 , 183--211, doi:$\OT1/cmr/m/n/10 10 . 1017 / [] Underfull \hbox (badness 10000) in paragraph at lines 15616--15620 []\OT1/cmtt/m/n/10 Zolezzi, G., W. Bertoldi, and M. Tubino (2006), Morphologica l analysis and prediction of river bifurcations., in \OT1/cmtt/m/it/10 Braided Rivers: Process, Deposits, Ecology and Management\OT1/cmtt/m/n/10 , edited by G . H. S. Smith, J. L. [] Underfull \hbox (badness 10000) in paragraph at lines 15624--15628 []\OT1/cmtt/m/n/10 Zubov, K., Z. McCarthy, Y. Ma, F. Calisto, V. Pagliarino, S. Azeglio, L. Bottero, E. Luj^^San, V. Sulzer, A. Bharambe, N. Vinchhi, K. Balak rishnan, D. Upadhyay, and C. Rackauckas (2021), Neuralpde: [] ) Package natbib Warning: There were undefined citations. [95] (print_references.aux) *********** LaTeX2e <2023-11-01> patch level 1 L3 programming layer <2024-03-14> *********** LaTeX Font Warning: Some font shapes were not available, defaults substituted. Package rerunfilecheck Info: File `print_references.out' has not changed. 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