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\contentsline {figure}{\numberline {1.1}{\ignorespaces Four (non-connected) branches, channels with equal length, but different properties.\relax }}{2}{figure.caption.4}
\contentsline {figure}{\numberline {1.2}{\ignorespaces Upstream discharge boundary condition.\relax }}{3}{figure.caption.5}
\contentsline {figure}{\numberline {1.3}{\ignorespaces Downstream water level boundary condition.\relax }}{3}{figure.caption.6}
\contentsline {figure}{\numberline {1.4}{\ignorespaces Cross-section of test case.\relax }}{4}{figure.caption.7}
\contentsline {figure}{\numberline {1.5}{\ignorespaces Time series of water level at the second computational node at branch T1 (lowest).\relax }}{6}{figure.caption.10}
\contentsline {figure}{\numberline {1.6}{\ignorespaces Time series of difference in water level at the second computational node at branch T1 (lowest).\relax }}{7}{figure.caption.11}
\contentsline {figure}{\numberline {1.7}{\ignorespaces Water level along the channel for branch T1 (top: Q1, center: Q2, bottom: Q3).\relax }}{8}{figure.caption.12}
\contentsline {figure}{\numberline {1.8}{\ignorespaces Water level difference along the channel for branch T1 (top: Q1, center: Q2, bottom: Q3).\relax }}{9}{figure.caption.13}
\contentsline {figure}{\numberline {1.9}{\ignorespaces Water depth along the channel for branch T1 (top: Q1, center: Q2, bottom: Q3).\relax }}{10}{figure.caption.14}
\contentsline {figure}{\numberline {1.10}{\ignorespaces Sediment transport from \textrm {D-Flow~FM}\xspace and analytical values in kg/s for Q1.\relax }}{11}{figure.caption.15}
\contentsline {figure}{\numberline {1.11}{\ignorespaces Sediment transport from \textrm {D-Flow~FM}\xspace and analytical values in kg/s for Q2.\relax }}{11}{figure.caption.16}
\contentsline {figure}{\numberline {1.12}{\ignorespaces Sediment transport from \textrm {D-Flow~FM}\xspace and analytical values in kg/s for Q3.\relax }}{12}{figure.caption.17}
\contentsline {figure}{\numberline {1.13}{\ignorespaces Four (non-connected) branches, channels with equal length, but different properties.\relax }}{14}{figure.caption.18}
\contentsline {figure}{\numberline {1.14}{\ignorespaces Upstream discharge boundary condition.\relax }}{15}{figure.caption.19}
\contentsline {figure}{\numberline {1.15}{\ignorespaces Downstream water level boundary condition.\relax }}{15}{figure.caption.20}
\contentsline {figure}{\numberline {1.16}{\ignorespaces Cross-section of test case.\relax }}{16}{figure.caption.21}
\contentsline {figure}{\numberline {1.17}{\ignorespaces Time series of water level at the second computational node at branch T1 (lowest).\relax }}{18}{figure.caption.24}
\contentsline {figure}{\numberline {1.18}{\ignorespaces Time series of difference in water level at the second computational node at branch T1 (lowest).\relax }}{19}{figure.caption.25}
\contentsline {figure}{\numberline {1.19}{\ignorespaces Water level along the channel for branch T1 (top: Q1, center: Q2, bottom: Q3).\relax }}{20}{figure.caption.26}
\contentsline {figure}{\numberline {1.20}{\ignorespaces Water level difference along the channel for branch T1 (top: Q1, center: Q2, bottom: Q3).\relax }}{21}{figure.caption.27}
\contentsline {figure}{\numberline {1.21}{\ignorespaces Water depth along the channel for branch T1 (top: Q1, center: Q2, bottom: Q3).\relax }}{22}{figure.caption.28}
\contentsline {figure}{\numberline {1.22}{\ignorespaces Sediment transport from \textrm {D-Flow~FM}\xspace and analytical values in kg/s for Q1.\relax }}{23}{figure.caption.29}
\contentsline {figure}{\numberline {1.23}{\ignorespaces Sediment transport from \textrm {D-Flow~FM}\xspace and analytical values in kg/s for Q2.\relax }}{23}{figure.caption.30}
\contentsline {figure}{\numberline {1.24}{\ignorespaces Sediment transport from \textrm {D-Flow~FM}\xspace and analytical values in kg/s for Q3.\relax }}{24}{figure.caption.31}
\contentsline {figure}{\numberline {1.26}{\ignorespaces Cross-section of test case\relax }}{26}{figure.caption.33}
\contentsline {figure}{\numberline {1.25}{\ignorespaces One branch of 11 km.\relax }}{26}{figure.caption.32}
\contentsline {figure}{\numberline {1.27}{\ignorespaces Time series of water level at the second computational node of the channel.\relax }}{29}{figure.caption.35}
\contentsline {figure}{\numberline {1.28}{\ignorespaces Time series of difference in water level at the second computational node of the channel.\relax }}{30}{figure.caption.36}
\contentsline {figure}{\numberline {1.29}{\ignorespaces Water level along the channel.\relax }}{31}{figure.caption.37}
\contentsline {figure}{\numberline {1.30}{\ignorespaces Water level difference along the channel.\relax }}{32}{figure.caption.38}
\contentsline {figure}{\numberline {1.31}{\ignorespaces Water depth along the channel.\relax }}{33}{figure.caption.39}
\contentsline {figure}{\numberline {1.32}{\ignorespaces Computational grid for T1 and T2.\relax }}{37}{figure.caption.41}
\contentsline {figure}{\numberline {1.33}{\ignorespaces Initial bed level.\relax }}{39}{figure.caption.42}
\contentsline {figure}{\numberline {1.34}{\ignorespaces Water level in SOBEK3 and \textrm {D-Flow~FM}\xspace .\relax }}{40}{figure.caption.43}
\contentsline {figure}{\numberline {1.35}{\ignorespaces Shoal propagation in SOBEK3 and \textrm {D-Flow~FM}\xspace 1D.\relax }}{41}{figure.caption.44}
\contentsline {figure}{\numberline {1.36}{\ignorespaces Shoal propagation in SOBEK3 and \textrm {D-Flow~FM}\xspace 1D.\relax }}{42}{figure.caption.45}
\contentsline {figure}{\numberline {1.37}{\ignorespaces Shoal propagation in SOBEK3 and \textrm {D-Flow~FM}\xspace 1D.\relax }}{43}{figure.caption.46}
\contentsline {figure}{\numberline {1.38}{\ignorespaces Longitudinal profile of bed level relative to equilibrium bed level (horizontal axis) over time (vertical axis) for T1. [NOTE: COPIED FROM SOBEK3 TEST CASE\relax }}{44}{figure.caption.47}
\contentsline {figure}{\numberline {1.39}{\ignorespaces One branch of 100 km.\relax }}{46}{figure.caption.49}
\contentsline {figure}{\numberline {1.40}{\ignorespaces Comparison of water levels.\relax }}{47}{figure.caption.50}
\contentsline {figure}{\numberline {1.41}{\ignorespaces Water level differences upstream (top) and downstream (bottom).\relax }}{49}{figure.caption.51}
\contentsline {figure}{\numberline {1.42}{\ignorespaces Water level along model domain for 4 discharges.\relax }}{50}{figure.caption.52}
\contentsline {figure}{\numberline {1.43}{\ignorespaces Water level differences along model domain for 4 discharges (the square gives the difference \emph {at} the boundary).\relax }}{51}{figure.caption.53}
\contentsline {figure}{\numberline {1.44}{\ignorespaces Water \emph {depth} differences along model domain for 4 discharges.\relax }}{52}{figure.caption.54}
\contentsline {figure}{\numberline {1.45}{\ignorespaces Lay-out}}{54}{figure.caption.55}
\contentsline {figure}{\numberline {1.46}{\ignorespaces Lay-out}}{55}{figure.caption.56}
\contentsline {figure}{\numberline {1.47}{\ignorespaces Lay-out}}{55}{figure.caption.57}