Project: Project__Farm_Road_2

Simulation Run: P 25-yr

Simulation Start: 2 October 2012, 24:00

Simulation End: 4 October 2012, 24:00

HMS Version: 4.10

Executed: 15 February 2024, 18:08

Global Parameter Summary - Subbasin

Element Name Area (MI2)
Area (MI2)
D Pb 0
B2P - 1 0
B Pb 0
A Pb 0.01
AP - 1 0
AP - 2 0
AP - 4 0
AP - 3 0
AP - 5 0
AP - 6 0
AP - 7 0
CP - 1 0
CP - 2 0
CP - 3 0
B1P - 1 0
C Pb 0
E Pb 0
B2P - 2 0
Element Name Downstream
Downstream
D Pb CtrlP 4
B2P - 1 Reach - B2P - 1
B Pb CtrlP 2
A Pb CtrlP 1
AP - 1 Basn a
AP - 2 Reach - AP2
AP - 4 Reach - AP4
AP - 3 Reach - AP3
AP - 5 Reach - AP5
AP - 6 Reach - AP6
AP - 7 Basn a
CP - 1 Reach - CP - 1
CP - 2 Bsn c1
CP - 3 Bsn c1
B1P - 1 Reach - B1P - 1
C Pb CtrlP 3
E Pb CtrlP 5
B2P - 2 Reach - B2P - 2
Element Name Percent Impervious Area Curve Number Initial Abstraction
Loss Rate: Scs
D Pb 0 73.32 0.73
B2P - 1 44.96 80.77 0.48
B Pb 16.12 65.02 1.08
A Pb 3.98 70.13 0.85
AP - 1 12.41 81.95 0.44
AP - 2 12.45 79.17 0.53
AP - 4 10.74 72.07 0.78
AP - 3 3.73 76.1 0.63
AP - 5 64.88 89.63 0.23
AP - 6 65.73 91.21 0.19
AP - 7 67.63 86.02 0.33
CP - 1 50.44 83.22 0.4
CP - 2 41.86 75.26 0.66
CP - 3 0 57.76 1.46
B1P - 1 37.17 84.82 0.36
C Pb 0.1 68.32 0.93
E Pb 0 77 0.6
B2P - 2 49.2 84.14 0.38
Element Name Lag Unitgraph Type
Transform: Scs
D Pb 3.6 Standard
B2P - 1 4.84 Standard
B Pb 3.6 Standard
A Pb 5.36 Standard
AP - 1 9.61 Standard
AP - 2 13.46 Standard
AP - 4 5.29 Standard
AP - 3 4.28 Standard
AP - 5 12.68 Standard
AP - 6 4.37 Standard
AP - 7 4.06 Standard
CP - 1 5.08 Standard
CP - 2 3.6 Standard
CP - 3 3.6 Standard
B1P - 1 5.45 Standard
C Pb 4 Standard
E Pb 6.05 Standard
B2P - 2 4.53 Standard

Global Parameter Summary - Reach

Element Name Downstream
Downstream
Reach - B2P - 1 Bsn b2
Reach - AP2 Basn a
Reach - AP4 Basn a
Reach - AP3 Basn a
Reach - AP5 Basn a
Reach - AP6 Basn a
Reach - CP - 1 Bsn c1
Reach - B1P - 1 Bsn b1
Reach - B2P - 2 Bsn b2
Element Name Method Channel Length (FT) Energy Slope (FT/FT) Mannings n Bottom Width (FT) Side Slope (FT/FT) Initial Variable Space - Time Method Index Parameter Type Index Celerity Index Flow Invert Elevation Maximum Depth Iterations Maximum Route Step Iterations Channel Loss Channel Loss Percolation Rate End Channel Loss
Route: Muskingum Cunge
Reach - B2P - 1 Muskingum Cunge 2.43 315.31 0.01 0.04 6 6 Combined Inflow Automatic DX and DT Index Flow Not Specified 1 213 20 30 2.43 2.43
Reach - AP2 Muskingum Cunge 2.43 63.61 0.01 0.03 6 6 Combined Inflow Automatic DX and DT Index Flow Not Specified 1 231 20 30 2.43 2.43
Reach - AP4 Muskingum Cunge 2.43 176.96 0.01 0.03 6 6 Combined Inflow Automatic DX and DT Index Flow Not Specified 1 231 20 30 2.43 2.43
Reach - AP3 Muskingum Cunge 2.43 63.61 0.01 0.03 6 6 Combined Inflow Automatic DX and DT Index Flow Not Specified 1 231 20 30 2.43 2.43
Reach - AP5 Muskingum Cunge 2.43 255.42 0.01 0.04 6 6 Combined Inflow Automatic DX and DT Index Flow Not Specified 1 231 20 30 2.43 2.43
Reach - AP6 Muskingum Cunge 2.43 108.32 0.01 0.04 6 6 Combined Inflow Automatic DX and DT Index Flow Not Specified 1 231 20 30 2.43 2.43
Reach - CP - 1 Muskingum Cunge 2.43 73.88 0.01 0.04 6 6 Combined Inflow Automatic DX and DT Index Flow Not Specified 1 221 20 30 2.43 2.43
Reach - B1P - 1 Muskingum Cunge 2.43 76.04 0.01 0.04 6 6 Combined Inflow Automatic DX and DT Index Celerity 9 0 216 20 30 2.43 2.43
Reach - B2P - 2 Muskingum Cunge 2.43 501.32 0.01 0.04 6 6 Combined Inflow Automatic DX and DT Index Flow Not Specified 1 213 20 30 2.43 2.43

Global Results Summary

Hydrologic Element Drainage Area (MI2) Peak Discharge (CFS) Time of Peak Volume (IN)
D Pb 0 0.53 03Oct2012, 12:05 3.48
B2P - 1 0 4.15 03Oct2012, 12:06 5.23
Reach - B2P - 1 0 3.97 03Oct2012, 12:08 3.13
Bsn b2 0 0.13 03Oct2012, 14:22 1
B Pb 0 3.75 03Oct2012, 12:05 3.28
A Pb 0.01 16.63 03Oct2012, 12:07 3.29
AP - 1 0 6.86 03Oct2012, 12:11 4.63
AP - 2 0 4.46 03Oct2012, 12:15 4.38
Reach - AP2 0 4.42 03Oct2012, 12:16 4.03
AP - 4 0 1.81 03Oct2012, 12:07 3.69
Reach - AP4 0 1.73 03Oct2012, 12:08 2.25
AP - 3 0 1.64 03Oct2012, 12:06 3.86
Reach - AP3 0 1.61 03Oct2012, 12:06 3.07
AP - 5 0 1.4 03Oct2012, 12:14 6.01
Reach - AP5 0 1.29 03Oct2012, 12:16 2.85
AP - 6 0 1.55 03Oct2012, 12:05 6.08
Reach - AP6 0 1.5 03Oct2012, 12:06 3.87
AP - 7 0 0.42 03Oct2012, 12:05 5.91
Basn a 0.01 11.81 03Oct2012, 12:22 3.71
CtrlP 1 0.02 22.14 03Oct2012, 12:10 3.23
CP - 1 0 2.67 03Oct2012, 12:06 5.48
Reach - CP - 1 0 2.63 03Oct2012, 12:07 4.46
CP - 2 0 0.87 03Oct2012, 12:05 4.83
CP - 3 0 0.37 03Oct2012, 12:06 2.01
Bsn c1 0 3.31 03Oct2012, 12:10 4.04
B1P - 1 0 5.05 03Oct2012, 12:07 5.34
Reach - B1P - 1 0 5 03Oct2012, 12:07 4.75
Bsn b1 0 4.42 03Oct2012, 12:11 4.75
C Pb 0 2.85 03Oct2012, 12:06 2.99
CtrlP 3 0 9.04 03Oct2012, 12:10 1.81
CtrlP 2 0 3.75 03Oct2012, 12:05 1.46
CtrlP 4 0 0.53 03Oct2012, 12:05 3.48
E Pb 0 0.44 03Oct2012, 12:08 3.86
CtrlP 5 0 0.44 03Oct2012, 12:08 3.86
rech B2 0 0.12 03Oct2012, 14:22 Not specified
rech B1 0 0.56 03Oct2012, 12:11 Not specified
Rech c 1 0 0.51 03Oct2012, 12:10 Not specified
rech A 0 0.09 03Oct2012, 12:22 Not specified
B2P - 2 0 2.93 03Oct2012, 12:06 5.51
Reach - B2P - 2 0 2.66 03Oct2012, 12:10 2.31

Subbasin: DPb

Area (MI2) : 0
Downstream : CtrlP 4

Loss Rate: Scs
Percent Impervious Area 0
Curve Number 73.32
Initial Abstraction 0.73
Transform: Scs
Lag 3.6
Unitgraph Type Standard
Results: DPb
Peak Discharge (CFS) 0.53
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 3.48
Precipitation Volume (AC - FT) 0.08
Loss Volume (AC - FT) 0.03
Excess Volume (AC - FT) 0.04
Direct Runoff Volume (AC - FT) 0.04
Baseflow Volume (AC - FT) 0

Subbasin: B2P-1

Area (MI2) : 0
Downstream : Reach - B2P - 1

Loss Rate: Scs
Percent Impervious Area 44.96
Curve Number 80.77
Initial Abstraction 0.48
Transform: Scs
Lag 4.84
Unitgraph Type Standard
Results: B2P-1
Peak Discharge (CFS) 4.15
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 5.23
Precipitation Volume (AC - FT) 0.46
Loss Volume (AC - FT) 0.08
Excess Volume (AC - FT) 0.37
Direct Runoff Volume (AC - FT) 0.37
Baseflow Volume (AC - FT) 0

Reach: Reach-B2P-1

Downstream : Bsn b2

Route: Muskingum Cunge
Method Muskingum Cunge
Channel Trapezoid
Length (FT) 315.31
Energy Slope (FT/FT) 0.01
Mannings n 0.04
Bottom Width (FT) 6
Side Slope (FT/FT) 6
Initial Variable Combined Inflow
Space - Time Method Automatic DX and DT
Index Parameter Type Index Flow
Index Flow 1
Invert Elevation 213
Maximum Depth Iterations 20
Maximum Route Step Iterations 30
Channel Loss Percolation
Channel Loss Percolation Rate 2.43
End Channel Loss
Results: Reach-B2P-1
Peak Discharge (CFS) 3.97
Time of Peak Discharge 03Oct2012, 12:08
Volume (IN) 3.13
Peak Inflow (CFS) 4.15
Inflow Volume (AC - FT) 0.37

Reservoir: BSN B2

Downstream : div B2

Results: BSN B2
Peak Discharge (CFS) 0.13
Time of Peak Discharge 03Oct2012, 14:22
Volume (IN) 1
Peak Inflow (CFS) 6.61
Time of Peak Inflow 03Oct2012, 12:10
Inflow Volume (AC - FT) 0.33
Maximum Storage (AC - FT) 0.29
Peak Elevation (FT) 210.21
Discharge Volume (AC - FT) 0.12

Subbasin: BPb

Area (MI2) : 0
Downstream : CtrlP 2

Loss Rate: Scs
Percent Impervious Area 16.12
Curve Number 65.02
Initial Abstraction 1.08
Transform: Scs
Lag 3.6
Unitgraph Type Standard
Results: BPb
Peak Discharge (CFS) 3.75
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 3.28
Precipitation Volume (AC - FT) 0.61
Loss Volume (AC - FT) 0.3
Excess Volume (AC - FT) 0.31
Direct Runoff Volume (AC - FT) 0.31
Baseflow Volume (AC - FT) 0

Subbasin: APb

Area (MI2) : 0.01
Downstream : CtrlP 1

Loss Rate: Scs
Percent Impervious Area 3.98
Curve Number 70.13
Initial Abstraction 0.85
Transform: Scs
Lag 5.36
Unitgraph Type Standard
Results: APb
Peak Discharge (CFS) 16.63
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 3.29
Precipitation Volume (AC - FT) 2.71
Loss Volume (AC - FT) 1.32
Excess Volume (AC - FT) 1.39
Direct Runoff Volume (AC - FT) 1.39
Baseflow Volume (AC - FT) 0

Subbasin: AP-1

Area (MI2) : 0
Downstream : Basn a

Loss Rate: Scs
Percent Impervious Area 12.41
Curve Number 81.95
Initial Abstraction 0.44
Transform: Scs
Lag 9.61
Unitgraph Type Standard
Results: AP-1
Peak Discharge (CFS) 6.86
Time of Peak Discharge 03Oct2012, 12:11
Volume (IN) 4.63
Precipitation Volume (AC - FT) 0.94
Loss Volume (AC - FT) 0.26
Excess Volume (AC - FT) 0.67
Direct Runoff Volume (AC - FT) 0.67
Baseflow Volume (AC - FT) 0

Subbasin: AP-2

Area (MI2) : 0
Downstream : Reach - AP2

Loss Rate: Scs
Percent Impervious Area 12.45
Curve Number 79.17
Initial Abstraction 0.53
Transform: Scs
Lag 13.46
Unitgraph Type Standard
Results: AP-2
Peak Discharge (CFS) 4.46
Time of Peak Discharge 03Oct2012, 12:15
Volume (IN) 4.38
Precipitation Volume (AC - FT) 0.72
Loss Volume (AC - FT) 0.23
Excess Volume (AC - FT) 0.49
Direct Runoff Volume (AC - FT) 0.49
Baseflow Volume (AC - FT) 0

Reach: Reach-AP2

Downstream : Basn a

Route: Muskingum Cunge
Method Muskingum Cunge
Channel Trapezoid
Length (FT) 63.61
Energy Slope (FT/FT) 0.01
Mannings n 0.03
Bottom Width (FT) 6
Side Slope (FT/FT) 6
Initial Variable Combined Inflow
Space - Time Method Automatic DX and DT
Index Parameter Type Index Flow
Index Flow 1
Invert Elevation 231
Maximum Depth Iterations 20
Maximum Route Step Iterations 30
Channel Loss Percolation
Channel Loss Percolation Rate 2.43
End Channel Loss
Results: Reach-AP2
Peak Discharge (CFS) 4.42
Time of Peak Discharge 03Oct2012, 12:16
Volume (IN) 4.03
Peak Inflow (CFS) 4.46
Inflow Volume (AC - FT) 0.49

Subbasin: AP-4

Area (MI2) : 0
Downstream : Reach - AP4

Loss Rate: Scs
Percent Impervious Area 10.74
Curve Number 72.07
Initial Abstraction 0.78
Transform: Scs
Lag 5.29
Unitgraph Type Standard
Results: AP-4
Peak Discharge (CFS) 1.81
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 3.69
Precipitation Volume (AC - FT) 0.27
Loss Volume (AC - FT) 0.11
Excess Volume (AC - FT) 0.15
Direct Runoff Volume (AC - FT) 0.15
Baseflow Volume (AC - FT) 0

Reach: Reach-AP4

Downstream : Basn a

Route: Muskingum Cunge
Method Muskingum Cunge
Channel Trapezoid
Length (FT) 176.96
Energy Slope (FT/FT) 0.01
Mannings n 0.03
Bottom Width (FT) 6
Side Slope (FT/FT) 6
Initial Variable Combined Inflow
Space - Time Method Automatic DX and DT
Index Parameter Type Index Flow
Index Flow 1
Invert Elevation 231
Maximum Depth Iterations 20
Maximum Route Step Iterations 30
Channel Loss Percolation
Channel Loss Percolation Rate 2.43
End Channel Loss
Results: Reach-AP4
Peak Discharge (CFS) 1.73
Time of Peak Discharge 03Oct2012, 12:08
Volume (IN) 2.25
Peak Inflow (CFS) 1.81
Inflow Volume (AC - FT) 0.15

Subbasin: AP-3

Area (MI2) : 0
Downstream : Reach - AP3

Loss Rate: Scs
Percent Impervious Area 3.73
Curve Number 76.1
Initial Abstraction 0.63
Transform: Scs
Lag 4.28
Unitgraph Type Standard
Results: AP-3
Peak Discharge (CFS) 1.64
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 3.86
Precipitation Volume (AC - FT) 0.22
Loss Volume (AC - FT) 0.09
Excess Volume (AC - FT) 0.13
Direct Runoff Volume (AC - FT) 0.13
Baseflow Volume (AC - FT) 0

Reach: Reach-AP3

Downstream : Basn a

Route: Muskingum Cunge
Method Muskingum Cunge
Channel Trapezoid
Length (FT) 63.61
Energy Slope (FT/FT) 0.01
Mannings n 0.03
Bottom Width (FT) 6
Side Slope (FT/FT) 6
Initial Variable Combined Inflow
Space - Time Method Automatic DX and DT
Index Parameter Type Index Flow
Index Flow 1
Invert Elevation 231
Maximum Depth Iterations 20
Maximum Route Step Iterations 30
Channel Loss Percolation
Channel Loss Percolation Rate 2.43
End Channel Loss
Results: Reach-AP3
Peak Discharge (CFS) 1.61
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 3.07
Peak Inflow (CFS) 1.64
Inflow Volume (AC - FT) 0.13

Subbasin: AP-5

Area (MI2) : 0
Downstream : Reach - AP5

Loss Rate: Scs
Percent Impervious Area 64.88
Curve Number 89.63
Initial Abstraction 0.23
Transform: Scs
Lag 12.68
Unitgraph Type Standard
Results: AP-5
Peak Discharge (CFS) 1.4
Time of Peak Discharge 03Oct2012, 12:14
Volume (IN) 6.01
Precipitation Volume (AC - FT) 0.18
Loss Volume (AC - FT) 0.01
Excess Volume (AC - FT) 0.17
Direct Runoff Volume (AC - FT) 0.17
Baseflow Volume (AC - FT) 0

Reach: Reach-AP5

Downstream : Basn a

Route: Muskingum Cunge
Method Muskingum Cunge
Channel Trapezoid
Length (FT) 255.42
Energy Slope (FT/FT) 0.01
Mannings n 0.04
Bottom Width (FT) 6
Side Slope (FT/FT) 6
Initial Variable Combined Inflow
Space - Time Method Automatic DX and DT
Index Parameter Type Index Flow
Index Flow 1
Invert Elevation 231
Maximum Depth Iterations 20
Maximum Route Step Iterations 30
Channel Loss Percolation
Channel Loss Percolation Rate 2.43
End Channel Loss
Results: Reach-AP5
Peak Discharge (CFS) 1.29
Time of Peak Discharge 03Oct2012, 12:16
Volume (IN) 2.85
Peak Inflow (CFS) 1.4
Inflow Volume (AC - FT) 0.17

Subbasin: AP-6

Area (MI2) : 0
Downstream : Reach - AP6

Loss Rate: Scs
Percent Impervious Area 65.73
Curve Number 91.21
Initial Abstraction 0.19
Transform: Scs
Lag 4.37
Unitgraph Type Standard
Results: AP-6
Peak Discharge (CFS) 1.55
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 6.08
Precipitation Volume (AC - FT) 0.15
Loss Volume (AC - FT) 0.01
Excess Volume (AC - FT) 0.14
Direct Runoff Volume (AC - FT) 0.14
Baseflow Volume (AC - FT) 0

Reach: Reach-AP6

Downstream : Basn a

Route: Muskingum Cunge
Method Muskingum Cunge
Channel Trapezoid
Length (FT) 108.32
Energy Slope (FT/FT) 0.01
Mannings n 0.04
Bottom Width (FT) 6
Side Slope (FT/FT) 6
Initial Variable Combined Inflow
Space - Time Method Automatic DX and DT
Index Parameter Type Index Flow
Index Flow 1
Invert Elevation 231
Maximum Depth Iterations 20
Maximum Route Step Iterations 30
Channel Loss Percolation
Channel Loss Percolation Rate 2.43
End Channel Loss
Results: Reach-AP6
Peak Discharge (CFS) 1.5
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 3.87
Peak Inflow (CFS) 1.55
Inflow Volume (AC - FT) 0.14

Subbasin: AP-7

Area (MI2) : 0
Downstream : Basn a

Loss Rate: Scs
Percent Impervious Area 67.63
Curve Number 86.02
Initial Abstraction 0.33
Transform: Scs
Lag 4.06
Unitgraph Type Standard
Results: AP-7
Peak Discharge (CFS) 0.42
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 5.91
Precipitation Volume (AC - FT) 0.04
Loss Volume (AC - FT) 0
Excess Volume (AC - FT) 0.04
Direct Runoff Volume (AC - FT) 0.04
Baseflow Volume (AC - FT) 0

Reservoir: BASN A

Downstream : div A

Results: BASN A
Peak Discharge (CFS) 11.81
Time of Peak Discharge 03Oct2012, 12:22
Volume (IN) 3.71
Peak Inflow (CFS) 16.52
Time of Peak Inflow 03Oct2012, 12:11
Inflow Volume (AC - FT) 1.53
Maximum Storage (AC - FT) 0.53
Peak Elevation (FT) 211.16
Discharge Volume (AC - FT) 1.45

Sink: CtrlP 1

Results: CtrlP 1
Peak Discharge (CFS) 22.14
Time of Peak Discharge 03Oct2012, 12:10
Volume (IN) 3.23

Subbasin: CP-1

Area (MI2) : 0
Downstream : Reach - CP - 1

Loss Rate: Scs
Percent Impervious Area 50.44
Curve Number 83.22
Initial Abstraction 0.4
Transform: Scs
Lag 5.08
Unitgraph Type Standard
Results: CP-1
Peak Discharge (CFS) 2.67
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 5.48
Precipitation Volume (AC - FT) 0.28
Loss Volume (AC - FT) 0.04
Excess Volume (AC - FT) 0.24
Direct Runoff Volume (AC - FT) 0.24
Baseflow Volume (AC - FT) 0

Reach: Reach-CP-1

Downstream : Bsn c1

Route: Muskingum Cunge
Method Muskingum Cunge
Channel Trapezoid
Length (FT) 73.88
Energy Slope (FT/FT) 0.01
Mannings n 0.04
Bottom Width (FT) 6
Side Slope (FT/FT) 6
Initial Variable Combined Inflow
Space - Time Method Automatic DX and DT
Index Parameter Type Index Flow
Index Flow 1
Invert Elevation 221
Maximum Depth Iterations 20
Maximum Route Step Iterations 30
Channel Loss Percolation
Channel Loss Percolation Rate 2.43
End Channel Loss
Results: Reach-CP-1
Peak Discharge (CFS) 2.63
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 4.46
Peak Inflow (CFS) 2.67
Inflow Volume (AC - FT) 0.24

Subbasin: CP-2

Area (MI2) : 0
Downstream : Bsn c1

Loss Rate: Scs
Percent Impervious Area 41.86
Curve Number 75.26
Initial Abstraction 0.66
Transform: Scs
Lag 3.6
Unitgraph Type Standard
Results: CP-2
Peak Discharge (CFS) 0.87
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 4.83
Precipitation Volume (AC - FT) 0.1
Loss Volume (AC - FT) 0.02
Excess Volume (AC - FT) 0.07
Direct Runoff Volume (AC - FT) 0.07
Baseflow Volume (AC - FT) 0

Subbasin: CP-3

Area (MI2) : 0
Downstream : Bsn c1

Loss Rate: Scs
Percent Impervious Area 0
Curve Number 57.76
Initial Abstraction 1.46
Transform: Scs
Lag 3.6
Unitgraph Type Standard
Results: CP-3
Peak Discharge (CFS) 0.37
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 2.01
Precipitation Volume (AC - FT) 0.1
Loss Volume (AC - FT) 0.07
Excess Volume (AC - FT) 0.03
Direct Runoff Volume (AC - FT) 0.03
Baseflow Volume (AC - FT) 0

Reservoir: BSN C1

Downstream : Div c 1

Results: BSN C1
Peak Discharge (CFS) 3.31
Time of Peak Discharge 03Oct2012, 12:10
Volume (IN) 4.04
Peak Inflow (CFS) 3.84
Time of Peak Inflow 03Oct2012, 12:07
Inflow Volume (AC - FT) 0.3
Maximum Storage (AC - FT) 0.06
Peak Elevation (FT) 220.31
Discharge Volume (AC - FT) 0.3

Subbasin: B1P-1

Area (MI2) : 0
Downstream : Reach - B1P - 1

Loss Rate: Scs
Percent Impervious Area 37.17
Curve Number 84.82
Initial Abstraction 0.36
Transform: Scs
Lag 5.45
Unitgraph Type Standard
Results: B1P-1
Peak Discharge (CFS) 5.05
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 5.34
Precipitation Volume (AC - FT) 0.55
Loss Volume (AC - FT) 0.09
Excess Volume (AC - FT) 0.46
Direct Runoff Volume (AC - FT) 0.46
Baseflow Volume (AC - FT) 0

Reach: Reach-B1P-1

Downstream : Bsn b1

Route: Muskingum Cunge
Method Muskingum Cunge
Channel Trapezoid
Length (FT) 76.04
Energy Slope (FT/FT) 0.01
Mannings n 0.04
Bottom Width (FT) 6
Side Slope (FT/FT) 6
Initial Variable Combined Inflow
Space - Time Method Automatic DX and DT
Index Parameter Type Index Celerity
Index Celerity 9
Index Flow 0
Invert Elevation 216
Maximum Depth Iterations 20
Maximum Route Step Iterations 30
Channel Loss Percolation
Channel Loss Percolation Rate 2.43
End Channel Loss
Results: Reach-B1P-1
Peak Discharge (CFS) 5
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 4.75
Peak Inflow (CFS) 5.05
Inflow Volume (AC - FT) 0.46

Reservoir: BSN B1

Downstream : div B1

Results: BSN B1
Peak Discharge (CFS) 4.42
Time of Peak Discharge 03Oct2012, 12:11
Volume (IN) 4.75
Peak Inflow (CFS) 5
Time of Peak Inflow 03Oct2012, 12:08
Inflow Volume (AC - FT) 0.41
Maximum Storage (AC - FT) 0.09
Peak Elevation (FT) 217.29
Discharge Volume (AC - FT) 0.41

Subbasin: CPb

Area (MI2) : 0
Downstream : CtrlP 3

Loss Rate: Scs
Percent Impervious Area 0.1
Curve Number 68.32
Initial Abstraction 0.93
Transform: Scs
Lag 4
Unitgraph Type Standard
Results: CPb
Peak Discharge (CFS) 2.85
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 2.99
Precipitation Volume (AC - FT) 0.48
Loss Volume (AC - FT) 0.26
Excess Volume (AC - FT) 0.22
Direct Runoff Volume (AC - FT) 0.22
Baseflow Volume (AC - FT) 0

Sink: CtrlP 3

Results: CtrlP 3
Peak Discharge (CFS) 9.04
Time of Peak Discharge 03Oct2012, 12:10
Volume (IN) 1.81

Sink: CtrlP 2

Results: CtrlP 2
Peak Discharge (CFS) 3.75
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 1.46

Sink: CtrlP 4

Results: CtrlP 4
Peak Discharge (CFS) 0.53
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 3.48

Subbasin: EPb

Area (MI2) : 0
Downstream : CtrlP 5

Loss Rate: Scs
Percent Impervious Area 0
Curve Number 77
Initial Abstraction 0.6
Transform: Scs
Lag 6.05
Unitgraph Type Standard
Results: EPb
Peak Discharge (CFS) 0.44
Time of Peak Discharge 03Oct2012, 12:08
Volume (IN) 3.86
Precipitation Volume (AC - FT) 0.06
Loss Volume (AC - FT) 0.02
Excess Volume (AC - FT) 0.04
Direct Runoff Volume (AC - FT) 0.04
Baseflow Volume (AC - FT) 0

Sink: CtrlP 5

Results: CtrlP 5
Peak Discharge (CFS) 0.44
Time of Peak Discharge 03Oct2012, 12:08
Volume (IN) 3.86

Sink: rech B2

Results: rech B2
Peak Discharge (CFS) 0.12
Time of Peak Discharge 03Oct2012, 14:22

Sink: rech B1

Results: rech B1
Peak Discharge (CFS) 0.56
Time of Peak Discharge 03Oct2012, 12:11

Sink: rech c1

Results: rech c1
Peak Discharge (CFS) 0.51
Time of Peak Discharge 03Oct2012, 12:10

Sink: rech A

Results: rech A
Peak Discharge (CFS) 0.09
Time of Peak Discharge 03Oct2012, 12:22

Subbasin: B2P-2

Area (MI2) : 0
Downstream : Reach - B2P - 2

Loss Rate: Scs
Percent Impervious Area 49.2
Curve Number 84.14
Initial Abstraction 0.38
Transform: Scs
Lag 4.53
Unitgraph Type Standard
Results: B2P-2
Peak Discharge (CFS) 2.93
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 5.51
Precipitation Volume (AC - FT) 0.31
Loss Volume (AC - FT) 0.04
Excess Volume (AC - FT) 0.26
Direct Runoff Volume (AC - FT) 0.26
Baseflow Volume (AC - FT) 0

Reach: Reach-B2P-2

Downstream : Bsn b2

Route: Muskingum Cunge
Method Muskingum Cunge
Channel Trapezoid
Length (FT) 501.32
Energy Slope (FT/FT) 0.01
Mannings n 0.04
Bottom Width (FT) 6
Side Slope (FT/FT) 6
Initial Variable Combined Inflow
Space - Time Method Automatic DX and DT
Index Parameter Type Index Flow
Index Flow 1
Invert Elevation 213
Maximum Depth Iterations 20
Maximum Route Step Iterations 30
Channel Loss Percolation
Channel Loss Percolation Rate 2.43
End Channel Loss
Results: Reach-B2P-2
Peak Discharge (CFS) 2.66
Time of Peak Discharge 03Oct2012, 12:10
Volume (IN) 2.31
Peak Inflow (CFS) 2.93
Inflow Volume (AC - FT) 0.26