******************************************************************* * * * SRH-2D Version 3.2.3 * * Sedimentation-River-Hydraulics 2D Model * * with Mobile-Bed and Sediment Transport Module * * * * Technical Service Center, Bureau of Reclamation * * Developer: Yong G. Lai, Ph.D., ylai@usbr.gov * ******************************************************************* ==> Code Execution Year-Month-Date: 2020 11 23 ************************************************************ * Summary of Input Parameters and Variables * ************************************************************ SRH-2D MODULE USED: Module Used: FLOW modeling only Temperature Module: not activated Bank erosion model activated? NO Turbulence Model: Depth-averaged parabolic zero-equation model MESH SIZE INFO: Total number of cells: 5032 Total number of mesh points: 3097 Total number of faces: 8130 Total number of boundary faces: 135 NCLVT: 16125 Number of Mesh Blocks: 1 Mesh Type: Unstructured mesh - SMS-2DM format UNSTEADY SIMULATION PARAMETERS: Unsteady Simulation: YES, it is unsteady Initial Condition: New run from user specified initial condition Number of time steps (ntstep): -1 Number of iterations within each time step: 3 Tstart(s) DT(s) DT_CHAN(s) Total_simu_time(hr): 0.0000E+00 1.0000E+00 1.0000E+00 3.0000E+00 Laminar kinematic viscosity: 1.0000E-06 Turbulent Parabolic Model Constant: 7.0000E-01 MISCELLENEOUS PARAMETERS: INTERMEDIATE RESULT PRINTOUT CONTROL: ************************************************************ * End of Input Parameters and Variables Summary * ************************************************************ ==> Mesh Size Info over Solution Domain Minimum Mesh Cell Area (m^2) = 5.595E-04 Maximum Mesh Cell Area (m^2) = 3.028E+02 Total Solution Domain Area (m^2) = 1.678E+05 ==> Smallest Angle between Cell-to-Cell-Base-Vector and Face = 5.482E+00 Located at Face= 4085; Between two cells: 2420 2421 ***************************************************** * SIMULATION INFORMATION PRINT OUT * ***************************************************** *********************************************************** ** SUMMARY OF FINAL RESULT OUTPUT *********************************************************** ** Total Volume of Water and Sediment through all Exits and Monitor Lines Water Volume (cubic meter) through Monitor Line # 1: 2.0529E+06 Water Volume (cubic meter) through Monitor Line # 2: 2.0431E+06 Water Volume (cubic meter) through Monitor Line # 3: 2.0733E+06 Water Volume (cubic meter) through Monitor Line # 4: 2.0384E+06 Water Volume (cubic meter) through Exit # 1: 0.0000E+00 ==> CPU-TIME(hours) = 3.805E-02 ==> SRH-2D is successfully executed