Project: Project___Farm_Rd

Simulation Run: E 10-yr

Simulation Start: 2 October 2012, 24:00

Simulation End: 4 October 2012, 24:00

HMS Version: 4.10

Executed: 29 September 2023, 02:34

Global Parameter Summary - Subbasin

Element Name Area (MI2)
Area (MI2)
Be 0
Ee 0
Ce 0.01
De 0
Ae 0.01
Element Name Downstream
Downstream
Be Cp2
Ee Cp5
Ce Cp3
De Cp4
Ae Cp1
Element Name Percent Impervious Area Curve Number Initial Abstraction
Loss Rate: Scs
Be 9.87 63.26 1.16
Ee 0 77 0.6
Ce 5.82 70.9 0.82
De 0 74.11 0.7
Ae 4.31 73.09 0.74
Element Name Lag Unitgraph Type
Transform: Scs
Be 3.6 Standard
Ee 7.64 Standard
Ce 4.75 Standard
De 4.04 Standard
Ae 7.37 Standard

Global Results Summary

Hydrologic Element Drainage Area (MI2) Peak Discharge (CFS) Time of Peak Volume (IN)
Be 0 3.76 03Oct2012, 12:06 2.04
Ee 0 0.63 03Oct2012, 12:10 2.83
Cp5 0 0.63 03Oct2012, 12:10 2.83
Cp2 0 3.76 03Oct2012, 12:06 2.04
Ce 0.01 9.14 03Oct2012, 12:07 2.47
De 0 0.56 03Oct2012, 12:06 2.57
Cp4 0 0.56 03Oct2012, 12:06 2.57
Cp3 0.01 9.14 03Oct2012, 12:07 2.47
Ae 0.01 22.82 03Oct2012, 12:09 2.61
Cp1 0.01 22.82 03Oct2012, 12:09 2.61

Subbasin: BE

Area (MI2) : 0
Downstream : Cp2

Loss Rate: Scs
Percent Impervious Area 9.87
Curve Number 63.26
Initial Abstraction 1.16
Transform: Scs
Lag 3.6
Unitgraph Type Standard
Results: BE
Peak Discharge (CFS) 3.76
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 2.04
Precipitation Volume (AC - FT) 0.81
Loss Volume (AC - FT) 0.5
Excess Volume (AC - FT) 0.32
Direct Runoff Volume (AC - FT) 0.32
Baseflow Volume (AC - FT) 0

Subbasin: Ee

Area (MI2) : 0
Downstream : Cp5

Loss Rate: Scs
Percent Impervious Area 0
Curve Number 77
Initial Abstraction 0.6
Transform: Scs
Lag 7.64
Unitgraph Type Standard
Results: Ee
Peak Discharge (CFS) 0.63
Time of Peak Discharge 03Oct2012, 12:10
Volume (IN) 2.83
Precipitation Volume (AC - FT) 0.1
Loss Volume (AC - FT) 0.05
Excess Volume (AC - FT) 0.06
Direct Runoff Volume (AC - FT) 0.06
Baseflow Volume (AC - FT) 0

Sink: CP5

Results: CP5
Peak Discharge (CFS) 0.63
Time of Peak Discharge 03Oct2012, 12:10
Volume (IN) 2.83

Sink: CP2

Results: CP2
Peak Discharge (CFS) 3.76
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 2.04

Subbasin: CE

Area (MI2) : 0.01
Downstream : Cp3

Loss Rate: Scs
Percent Impervious Area 5.82
Curve Number 70.9
Initial Abstraction 0.82
Transform: Scs
Lag 4.75
Unitgraph Type Standard
Results: CE
Peak Discharge (CFS) 9.14
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 2.47
Precipitation Volume (AC - FT) 1.61
Loss Volume (AC - FT) 0.85
Excess Volume (AC - FT) 0.76
Direct Runoff Volume (AC - FT) 0.76
Baseflow Volume (AC - FT) 0

Subbasin: DE

Area (MI2) : 0
Downstream : Cp4

Loss Rate: Scs
Percent Impervious Area 0
Curve Number 74.11
Initial Abstraction 0.7
Transform: Scs
Lag 4.04
Unitgraph Type Standard
Results: DE
Peak Discharge (CFS) 0.56
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 2.57
Precipitation Volume (AC - FT) 0.09
Loss Volume (AC - FT) 0.05
Excess Volume (AC - FT) 0.04
Direct Runoff Volume (AC - FT) 0.04
Baseflow Volume (AC - FT) 0

Sink: CP4

Results: CP4
Peak Discharge (CFS) 0.56
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 2.57

Sink: CP3

Results: CP3
Peak Discharge (CFS) 9.14
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 2.47

Subbasin: AE

Area (MI2) : 0.01
Downstream : Cp1

Loss Rate: Scs
Percent Impervious Area 4.31
Curve Number 73.09
Initial Abstraction 0.74
Transform: Scs
Lag 7.37
Unitgraph Type Standard
Results: AE
Peak Discharge (CFS) 22.82
Time of Peak Discharge 03Oct2012, 12:09
Volume (IN) 2.61
Precipitation Volume (AC - FT) 4.12
Loss Volume (AC - FT) 2.08
Excess Volume (AC - FT) 2.05
Direct Runoff Volume (AC - FT) 2.05
Baseflow Volume (AC - FT) 0

Sink: CP1

Results: CP1
Peak Discharge (CFS) 22.82
Time of Peak Discharge 03Oct2012, 12:09
Volume (IN) 2.61