356

Comment:

Simulation: 100YR24HR
Scenario:PD&E
Run Date/Time:5/16/2023 5:12:29 PM
Program Version:ICPR4 4.07.08
General
Run Mode:Normal
YearMonthDayHour [hr]
Start Time:0000.0000
End Time:00030.0000
Hydrology [sec]Surface Hydraulics [sec]
Min Calculation Time:30.00000.0500
Max Calculation Time:30.0000

Output Time Increments

Hydrology

YearMonthDayHour [hr]Time Increment [min]
0000.00005.0000
YearMonthDayHour [hr]Time Increment [min]
0000.00005.0000

Surface Hydraulics

Restart File

Save Restart: False

Resources & Lookup Tables

Resources

Rainfall Folder:

Lookup Tables

Boundary Stage Set:

Extern Hydrograph Set:

Unit Hydrograph

Curve Number Set: No DCIA, AMC II

Folder:

Green-Ampt Set:

Vertical Layers Set:

Impervious Set: No DCIA

Tolerances & Options

T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72

5/16/2023 17:34

Appendix B. Page 437 of 443