// Simulation Description (not used by SRH-2D/3D): Description // Module/Solver Selected (FLOW MOB TEM TC WQ) FLOW // Monitor-Point-Info: NPOINT 0 // Steady-or-Unsteady (STEADY/UNS) UNSTEADY // Tstart Time_Step and Total_Simulation_Time: TSTART DT T_SIMU [FLAG] 0.0 0.5 0.5 // Turbulence-Model PARABOLIC // A_TURB for the PARA Model (0.05 to 1.0) 0.7 // Initial Flow Condition Method (DRY RST AUTO ZONAL VWSE/VWD) DRY // Mesh-Unit (FOOT METER INCH MM MILE KM GSCALE) FOOT // Mesh FILE_NAME and FORMAT(SMS...) N21C.srhgeom SRHGEOM // Bed Friction. ISpace for 2D; ISpace Imethod for 3D. Ispace=1=uniform 2=2DM. Imethod=1=n 2=ks 2 // Number of Material Types 6 // Manning Coefficient in each mesh zone: a real value or a WD~n file name 0.035 0.045 0.012 0.016 0.06 0.055 // Any-Special-Modeling-Options? (0/1=no/yes) 0 // Boundary Type (INLET-Q EXIT-H etc) MONITORING // Boundary Type (INLET-Q EXIT-H etc) MONITORING // Boundary Type (INLET-Q EXIT-H etc) HY8 // Boundary Type (INLET-Q EXIT-H etc) INLET-Q // Boundary Values (Q W QS TEM H_rough etc) 629 EN CONVEYANCE // Boundary Type (INLET-Q EXIT-H etc) HY8 // Boundary Type (INLET-Q EXIT-H etc) EXIT-H // Boundary Values (Q W QS TEM H_rough etc) 4646.51 EN C // Wall-Roughess-Height-Specification (empty-line=DONE) // HY8: Crossing Flow Data Input File Name (Table) [DYNAMIC mode is discouraged] "C:\Users\9708\Desktop\Project Working\Bridge Bundle\N21C Railroad Culvert.table" // HY8: Number of HY8 culvert crossings: 1 // HY8: Crossing Parameters = ID_UP ID_DN CROSSING_ID WSE_DOWN UNIT [MID_UP MID_DN] [HEAD] 3 5 "N21C" -999. EN HEAD // Number of In-Stream Flow Obstructions: 0 // Results-Output-Format-and-Unit(SRHC/TEC/SRHN/XMDF/XMDFC/PARA;SI/EN) + Optional STL FACE XMDFC ENGLISH // Headers of Output Variables specified by the User: EMPTY line means default is used // Intermediate Result Output Control: INTERVAL(hour) OR List of T1 T2 ... EMPTY means the end 0.05