355
End Time:201791519.2500
Hydrology [sec]Surface Hydraulics [sec]
Min Calculation Time:60.00000.1000
Max Calculation Time:30.0000
Output Time Increments
YearMonthDayHour [hr]Time Increment [min]
0000.000015.0000
YearMonthDayHour [hr]Time Increment [min]
0000.000015.0000
Restart File
Save Restart: False
Surface Hydraulics
Resources & Lookup Tables
Resources Lookup Tables
Rainfall Folder: NexRAD Boundary Stage Set: Hurricane Irma
Unit Hydrograph Folder: External Hydrograph Set:
Curve Number Set: No DCIA, AMCI II
Green-Ampt Set:
Vertical Layers Set:
Time Marching:SAORIA Recovery Time:24.0000 hr
Max Iterations:6
Over-Relax Weight0.5 dec
Fact:
dZ Tolerance:0.0010 ftSmp/Man Basin RainBasin Specification
Max dZ:1.0000 ftOpt:
Link Optimizer Tol:0.0001 ft
Edge Length Option:Automatic
Dflt Damping (1D):0.0050 ft
Min Node Srf Area100 ft2
(1D):
Energy Switch (1D):Energy
I mpervious Set: No DCIA
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
5/16/2023 17:34
Appendix B, Page 436 of 443