******************************************************************* * * * 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 12 16 ************************************************************ * 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: 3504 Total number of mesh points: 2705 Total number of faces: 6208 Total number of boundary faces: 340 NCLVT: 12076 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-01 1.0000E-01 5.0000E-01 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) = 8.258E-03 Maximum Mesh Cell Area (m^2) = 1.210E+02 Total Solution Domain Area (m^2) = 1.078E+05 ==> Smallest Angle between Cell-to-Cell-Base-Vector and Face = 8.601E+00 Located at Face= 1946; Between two cells: 1127 1208 ***************************************************** * 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: 1.0408E+04 Water Volume (cubic meter) through Monitor Line # 2: 1.0016E+04 Water Volume (cubic meter) through Monitor Line # 3: 9.9452E+03 Water Volume (cubic meter) through Monitor Line # 4: 9.5069E+03 Water Volume (cubic meter) through Exit # 1: 0.0000E+00 ==> CPU-TIME(hours) = 2.056E-02 ==> SRH-2D is successfully executed