Project: Project__Farm_Road_2

Simulation Run: P 100-yr

Simulation Start: 2 October 2012, 24:00

Simulation End: 4 October 2012, 24:00

HMS Version: 4.10

Executed: 15 February 2024, 18:10

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 0.76 03Oct2012, 12:05 5.07
B2P - 1 0 5.53 03Oct2012, 12:06 6.98
Reach - B2P - 1 0 5.34 03Oct2012, 12:08 4.58
Bsn b2 0 0.58 03Oct2012, 13:08 2.28
B Pb 0 5.54 03Oct2012, 12:05 4.77
A Pb 0.01 24.5 03Oct2012, 12:07 4.84
AP - 1 0 9.33 03Oct2012, 12:11 6.36
AP - 2 0 6.16 03Oct2012, 12:15 6.07
Reach - AP2 0 6.11 03Oct2012, 12:15 5.71
AP - 4 0 2.6 03Oct2012, 12:07 5.28
Reach - AP4 0 2.51 03Oct2012, 12:08 3.55
AP - 3 0 2.32 03Oct2012, 12:06 5.5
Reach - AP3 0 2.29 03Oct2012, 12:06 4.61
AP - 5 0 1.82 03Oct2012, 12:14 7.81
Reach - AP5 0 1.7 03Oct2012, 12:16 4.11
AP - 6 0 2 03Oct2012, 12:05 7.89
Reach - AP6 0 1.95 03Oct2012, 12:06 5.38
AP - 7 0 0.54 03Oct2012, 12:05 7.71
Basn a 0.01 18.47 03Oct2012, 12:18 5.31
CtrlP 1 0.02 37.09 03Oct2012, 12:10 4.79
CP - 1 0 3.52 03Oct2012, 12:06 7.26
Reach - CP - 1 0 3.48 03Oct2012, 12:07 6.15
CP - 2 0 1.18 03Oct2012, 12:05 6.53
CP - 3 0 0.62 03Oct2012, 12:06 3.27
Bsn c1 0 4.82 03Oct2012, 12:09 5.65
B1P - 1 0 6.67 03Oct2012, 12:07 7.11
Reach - B1P - 1 0 6.62 03Oct2012, 12:07 6.52
Bsn b1 0 6.16 03Oct2012, 12:10 6.52
C Pb 0 4.29 03Oct2012, 12:06 4.49
CtrlP 3 0 13.69 03Oct2012, 12:08 2.91
CtrlP 2 0 5.54 03Oct2012, 12:05 2.66
CtrlP 4 0 0.76 03Oct2012, 12:05 5.07
E Pb 0 0.62 03Oct2012, 12:08 5.5
CtrlP 5 0 0.62 03Oct2012, 12:08 5.5
rech B2 0 0.15 03Oct2012, 13:08 Not specified
rech B1 0 0.58 03Oct2012, 12:10 Not specified
Rech c 1 0 0.53 03Oct2012, 12:09 Not specified
rech A 0 0.1 03Oct2012, 12:18 Not specified
B2P - 2 0 3.85 03Oct2012, 12:06 7.29
Reach - B2P - 2 0 3.57 03Oct2012, 12:09 3.45

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) 0.76
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 5.07
Precipitation Volume (AC - FT) 0.1
Loss Volume (AC - FT) 0.04
Excess Volume (AC - FT) 0.06
Direct Runoff Volume (AC - FT) 0.06
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) 5.53
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 6.98
Precipitation Volume (AC - FT) 0.59
Loss Volume (AC - FT) 0.09
Excess Volume (AC - FT) 0.5
Direct Runoff Volume (AC - FT) 0.5
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) 5.34
Time of Peak Discharge 03Oct2012, 12:08
Volume (IN) 4.58
Peak Inflow (CFS) 5.53
Inflow Volume (AC - FT) 0.5

Reservoir: BSN B2

Downstream : div B2

Results: BSN B2
Peak Discharge (CFS) 0.58
Time of Peak Discharge 03Oct2012, 13:08
Volume (IN) 2.28
Peak Inflow (CFS) 8.87
Time of Peak Inflow 03Oct2012, 12:10
Inflow Volume (AC - FT) 0.49
Maximum Storage (AC - FT) 0.38
Peak Elevation (FT) 210.87
Discharge Volume (AC - FT) 0.27

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) 5.54
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 4.77
Precipitation Volume (AC - FT) 0.78
Loss Volume (AC - FT) 0.33
Excess Volume (AC - FT) 0.45
Direct Runoff Volume (AC - FT) 0.45
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) 24.5
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 4.84
Precipitation Volume (AC - FT) 3.47
Loss Volume (AC - FT) 1.44
Excess Volume (AC - FT) 2.04
Direct Runoff Volume (AC - FT) 2.04
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) 9.33
Time of Peak Discharge 03Oct2012, 12:11
Volume (IN) 6.36
Precipitation Volume (AC - FT) 1.2
Loss Volume (AC - FT) 0.28
Excess Volume (AC - FT) 0.93
Direct Runoff Volume (AC - FT) 0.93
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) 6.16
Time of Peak Discharge 03Oct2012, 12:15
Volume (IN) 6.07
Precipitation Volume (AC - FT) 0.93
Loss Volume (AC - FT) 0.25
Excess Volume (AC - FT) 0.68
Direct Runoff Volume (AC - FT) 0.68
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) 6.11
Time of Peak Discharge 03Oct2012, 12:15
Volume (IN) 5.71
Peak Inflow (CFS) 6.16
Inflow Volume (AC - FT) 0.68

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) 2.6
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 5.28
Precipitation Volume (AC - FT) 0.34
Loss Volume (AC - FT) 0.12
Excess Volume (AC - FT) 0.22
Direct Runoff Volume (AC - FT) 0.22
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) 2.51
Time of Peak Discharge 03Oct2012, 12:08
Volume (IN) 3.55
Peak Inflow (CFS) 2.6
Inflow Volume (AC - FT) 0.22

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) 2.32
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 5.5
Precipitation Volume (AC - FT) 0.28
Loss Volume (AC - FT) 0.09
Excess Volume (AC - FT) 0.19
Direct Runoff Volume (AC - FT) 0.19
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) 2.29
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 4.61
Peak Inflow (CFS) 2.32
Inflow Volume (AC - FT) 0.19

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) 1.82
Time of Peak Discharge 03Oct2012, 12:14
Volume (IN) 7.81
Precipitation Volume (AC - FT) 0.23
Loss Volume (AC - FT) 0.01
Excess Volume (AC - FT) 0.22
Direct Runoff Volume (AC - FT) 0.22
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) 1.7
Time of Peak Discharge 03Oct2012, 12:16
Volume (IN) 4.11
Peak Inflow (CFS) 1.82
Inflow Volume (AC - FT) 0.22

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) 2
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 7.89
Precipitation Volume (AC - FT) 0.19
Loss Volume (AC - FT) 0.01
Excess Volume (AC - FT) 0.19
Direct Runoff Volume (AC - FT) 0.19
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) 1.95
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 5.38
Peak Inflow (CFS) 2
Inflow Volume (AC - FT) 0.19

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) 0.54
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 7.71
Precipitation Volume (AC - FT) 0.05
Loss Volume (AC - FT) 0
Excess Volume (AC - FT) 0.05
Direct Runoff Volume (AC - FT) 0.05
Baseflow Volume (AC - FT) 0

Reservoir: BASN A

Downstream : div A

Results: BASN A
Peak Discharge (CFS) 18.47
Time of Peak Discharge 03Oct2012, 12:18
Volume (IN) 5.31
Peak Inflow (CFS) 22.69
Time of Peak Inflow 03Oct2012, 12:11
Inflow Volume (AC - FT) 2.16
Maximum Storage (AC - FT) 0.61
Peak Elevation (FT) 211.48
Discharge Volume (AC - FT) 2.08

Sink: CtrlP 1

Results: CtrlP 1
Peak Discharge (CFS) 37.09
Time of Peak Discharge 03Oct2012, 12:10
Volume (IN) 4.79

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) 3.52
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 7.26
Precipitation Volume (AC - FT) 0.37
Loss Volume (AC - FT) 0.04
Excess Volume (AC - FT) 0.32
Direct Runoff Volume (AC - FT) 0.32
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) 3.48
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 6.15
Peak Inflow (CFS) 3.52
Inflow Volume (AC - FT) 0.32

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) 1.18
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 6.53
Precipitation Volume (AC - FT) 0.13
Loss Volume (AC - FT) 0.03
Excess Volume (AC - FT) 0.1
Direct Runoff Volume (AC - FT) 0.1
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) 0.62
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 3.27
Precipitation Volume (AC - FT) 0.12
Loss Volume (AC - FT) 0.07
Excess Volume (AC - FT) 0.05
Direct Runoff Volume (AC - FT) 0.05
Baseflow Volume (AC - FT) 0

Reservoir: BSN C1

Downstream : Div c 1

Results: BSN C1
Peak Discharge (CFS) 4.82
Time of Peak Discharge 03Oct2012, 12:09
Volume (IN) 5.65
Peak Inflow (CFS) 5.24
Time of Peak Inflow 03Oct2012, 12:07
Inflow Volume (AC - FT) 0.42
Maximum Storage (AC - FT) 0.07
Peak Elevation (FT) 220.42
Discharge Volume (AC - FT) 0.42

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) 6.67
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 7.11
Precipitation Volume (AC - FT) 0.7
Loss Volume (AC - FT) 0.1
Excess Volume (AC - FT) 0.61
Direct Runoff Volume (AC - FT) 0.61
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) 6.62
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 6.52
Peak Inflow (CFS) 6.67
Inflow Volume (AC - FT) 0.61

Reservoir: BSN B1

Downstream : div B1

Results: BSN B1
Peak Discharge (CFS) 6.16
Time of Peak Discharge 03Oct2012, 12:10
Volume (IN) 6.52
Peak Inflow (CFS) 6.62
Time of Peak Inflow 03Oct2012, 12:08
Inflow Volume (AC - FT) 0.56
Maximum Storage (AC - FT) 0.1
Peak Elevation (FT) 217.41
Discharge Volume (AC - FT) 0.56

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) 4.29
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 4.49
Precipitation Volume (AC - FT) 0.62
Loss Volume (AC - FT) 0.28
Excess Volume (AC - FT) 0.34
Direct Runoff Volume (AC - FT) 0.34
Baseflow Volume (AC - FT) 0

Sink: CtrlP 3

Results: CtrlP 3
Peak Discharge (CFS) 13.69
Time of Peak Discharge 03Oct2012, 12:08
Volume (IN) 2.91

Sink: CtrlP 2

Results: CtrlP 2
Peak Discharge (CFS) 5.54
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 2.66

Sink: CtrlP 4

Results: CtrlP 4
Peak Discharge (CFS) 0.76
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 5.07

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) 0.62
Time of Peak Discharge 03Oct2012, 12:08
Volume (IN) 5.5
Precipitation Volume (AC - FT) 0.08
Loss Volume (AC - FT) 0.03
Excess Volume (AC - FT) 0.05
Direct Runoff Volume (AC - FT) 0.05
Baseflow Volume (AC - FT) 0

Sink: CtrlP 5

Results: CtrlP 5
Peak Discharge (CFS) 0.62
Time of Peak Discharge 03Oct2012, 12:08
Volume (IN) 5.5

Sink: rech B2

Results: rech B2
Peak Discharge (CFS) 0.15
Time of Peak Discharge 03Oct2012, 13:08

Sink: rech B1

Results: rech B1
Peak Discharge (CFS) 0.58
Time of Peak Discharge 03Oct2012, 12:10

Sink: rech c1

Results: rech c1
Peak Discharge (CFS) 0.53
Time of Peak Discharge 03Oct2012, 12:09

Sink: rech A

Results: rech A
Peak Discharge (CFS) 0.1
Time of Peak Discharge 03Oct2012, 12:18

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) 3.85
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 7.29
Precipitation Volume (AC - FT) 0.39
Loss Volume (AC - FT) 0.05
Excess Volume (AC - FT) 0.35
Direct Runoff Volume (AC - FT) 0.35
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) 3.57
Time of Peak Discharge 03Oct2012, 12:09
Volume (IN) 3.45
Peak Inflow (CFS) 3.85
Inflow Volume (AC - FT) 0.35