############################################################################## IDENTification WAQUA EXPERIMENT= '' OVERWRITE MODID='evenaar' TITLE= '4x3ed' # end identification MESH GRID AREA MMAX= 6, NMAX= 5, Coor_Id = 'ED50' GENERALIZED_SPHERICAL RGFfile = '4x3ll.grd' POINTS P 1=(M= 2, N= 2, NAME='P( 2, 2)') P 2=(M= 3, N= 2, NAME='P( 3, 2)') #end # curves # C 1=LINE(P 4, P 3, NAME='HAR( 9,3)-( 9,32)') # C 2=LINE(P 6, P 5, NAME='HAR( 35,3)-( 35,32)') # C 3=LINE(P 8, P 7, NAME='HAR( 66,3)-( 66,32)') # C 4=LINE(P 10, P 9, NAME='HAR( 85,3)-( 85,32)') # C 5=LINE(P 12, P 11, NAME='HAR(107,3)-(107,32)') #end BOUNdaries ENCLosures INCLUDE FILE= '4x3.enc' BATHYMETRY GLOBAL DPD_GIVEN METH_DPS='MEAN_DPD' DEPMULTiplier= 1.00, THREShold= .30, LAYOUT=1 DEPDEF= 0.00 CONST_VALUES= 10.0 GENERAL PHYSical_parameters GRAVity = 9.8130 WATDENsity = 1023.0 AIRDENsity = 1.2050 #WIND # WSPEED= 20.0 # WANGLE= 270.0 # WUNIT= 'm/s' # CONST_CD # WSTRESSCOEFFICIENT= 0.0043 FLOW PROBlem TIMEFRame DATE=' 6 NOV 2009', TSTART= 0.,TSTOP= 5.0 METHODvariables TSTEP= 1.00, ITERCOn= 16, ITERMOm= 8, ITERACCURwl= .50E-02 ITERACCURvel= .50E-03 DRYING #IDRYflag=1, CHECK_WL = 'YES' DEPCrit= .300 UPWIND_ZETA = 'NO' FRICTion GLObal FORMULA='CHEZY' UDIREC GLOBAL CONST_VALUES= 65.0 VDIREC GLOBAL CONST_VALUES= 65.0 VISCOsity : EDDYviscositycoeff= 10.00 FORCings # beginvoorwaarden: INITial WATLEVel GLOBAL CONST_values= 0.00 CHECKPoints LEVELStations P 1 ,P 2 # P 3,P 4,P 5,P 6,P 7,P 8,P 9,P 10,P 11, # P 12,P 13,P 14,P 15,P 17,P 18,P 19, CURRENTsations P 1, P 2 # P 3,P 4,P 5,P 6,P 7,P 8,P 9,P 10,P 11, # P 12,P 13,P 14,P 15,P 17,P 18,P 19, # USECTIONS # C 1,C 2,C 3,C 4 C 5 DENSITIES CEQStt= .69800, TEMPwa= 10.000, RHORdef=1.000 SDSOUTput MAPS TFMAPS= 0.0, TIMAPS = 1.0, TLMAPS = 5.0 HISTories TFHISto= 0.0, TIHISto= 1.0 PRINToutput CONTROL TFRAMEStat=( 0.00, 1.00, 5.0)