Project: Project__Farm_Road_2

Simulation Run: P 10-yr

Simulation Start: 2 October 2012, 24:00

Simulation End: 4 October 2012, 24:00

HMS Version: 4.10

Executed: 15 February 2024, 18:06

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 0.38 03Oct2012, 12:06 2.51
B2P - 1 0 3.26 03Oct2012, 12:06 4.11
Reach - B2P - 1 0 3.09 03Oct2012, 12:09 2.26
Bsn b2 0 0.02 03Oct2012, 15:40 0.57
B Pb 0 2.66 03Oct2012, 12:06 2.38
A Pb 0.01 11.75 03Oct2012, 12:07 2.35
AP - 1 0 5.26 03Oct2012, 12:11 3.54
AP - 2 0 3.37 03Oct2012, 12:15 3.31
Reach - AP2 0 3.34 03Oct2012, 12:16 2.99
AP - 4 0 1.32 03Oct2012, 12:07 2.7
Reach - AP4 0 1.24 03Oct2012, 12:09 1.49
AP - 3 0 1.21 03Oct2012, 12:06 2.85
Reach - AP3 0 1.18 03Oct2012, 12:07 2.15
AP - 5 0 1.13 03Oct2012, 12:14 4.84
Reach - AP5 0 1.02 03Oct2012, 12:16 2.1
AP - 6 0 1.25 03Oct2012, 12:06 4.91
Reach - AP6 0 1.2 03Oct2012, 12:07 2.94
AP - 7 0 0.34 03Oct2012, 12:05 4.75
Basn a 0.01 7.18 03Oct2012, 12:27 2.72
CtrlP 1 0.02 13.04 03Oct2012, 12:08 2.27
CP - 1 0 2.11 03Oct2012, 12:06 4.34
Reach - CP - 1 0 2.08 03Oct2012, 12:07 3.4
CP - 2 0 0.67 03Oct2012, 12:05 3.75
CP - 3 0 0.23 03Oct2012, 12:07 1.29
Bsn c1 0 2.11 03Oct2012, 12:13 3.05
B1P - 1 0 3.99 03Oct2012, 12:07 4.2
Reach - B1P - 1 0 3.95 03Oct2012, 12:07 3.62
Bsn b1 0 2.96 03Oct2012, 12:13 3.62
C Pb 0 1.97 03Oct2012, 12:06 2.09
CtrlP 3 0 5.41 03Oct2012, 12:12 1.16
CtrlP 2 0 2.66 03Oct2012, 12:06 1.06
CtrlP 4 0 0.38 03Oct2012, 12:06 2.51
E Pb 0 0.32 03Oct2012, 12:08 2.83
CtrlP 5 0 0.32 03Oct2012, 12:08 2.83
rech B2 0 0.02 03Oct2012, 15:40 Not specified
rech B1 0 0.54 03Oct2012, 12:13 Not specified
Rech c 1 0 0.49 03Oct2012, 12:13 Not specified
rech A 0 0.09 03Oct2012, 12:27 Not specified
B2P - 2 0 2.33 03Oct2012, 12:06 4.37
Reach - B2P - 2 0 2.08 03Oct2012, 12:10 1.66

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) 0.38
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 2.51
Precipitation Volume (AC - FT) 0.06
Loss Volume (AC - FT) 0.03
Excess Volume (AC - FT) 0.03
Direct Runoff Volume (AC - FT) 0.03
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) 3.26
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 4.11
Precipitation Volume (AC - FT) 0.37
Loss Volume (AC - FT) 0.08
Excess Volume (AC - FT) 0.29
Direct Runoff Volume (AC - FT) 0.29
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) 3.09
Time of Peak Discharge 03Oct2012, 12:09
Volume (IN) 2.26
Peak Inflow (CFS) 3.26
Inflow Volume (AC - FT) 0.29

Reservoir: BSN B2

Downstream : div B2

Results: BSN B2
Peak Discharge (CFS) 0.02
Time of Peak Discharge 03Oct2012, 15:40
Volume (IN) 0.57
Peak Inflow (CFS) 5.15
Time of Peak Inflow 03Oct2012, 12:10
Inflow Volume (AC - FT) 0.24
Maximum Storage (AC - FT) 0.23
Peak Elevation (FT) 209.54
Discharge Volume (AC - FT) 0.07

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) 2.66
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 2.38
Precipitation Volume (AC - FT) 0.5
Loss Volume (AC - FT) 0.27
Excess Volume (AC - FT) 0.23
Direct Runoff Volume (AC - FT) 0.23
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) 11.75
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 2.35
Precipitation Volume (AC - FT) 2.21
Loss Volume (AC - FT) 1.22
Excess Volume (AC - FT) 0.99
Direct Runoff Volume (AC - FT) 0.99
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) 5.26
Time of Peak Discharge 03Oct2012, 12:11
Volume (IN) 3.54
Precipitation Volume (AC - FT) 0.76
Loss Volume (AC - FT) 0.25
Excess Volume (AC - FT) 0.52
Direct Runoff Volume (AC - FT) 0.52
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) 3.37
Time of Peak Discharge 03Oct2012, 12:15
Volume (IN) 3.31
Precipitation Volume (AC - FT) 0.59
Loss Volume (AC - FT) 0.22
Excess Volume (AC - FT) 0.37
Direct Runoff Volume (AC - FT) 0.37
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) 3.34
Time of Peak Discharge 03Oct2012, 12:16
Volume (IN) 2.99
Peak Inflow (CFS) 3.37
Inflow Volume (AC - FT) 0.37

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) 1.32
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 2.7
Precipitation Volume (AC - FT) 0.22
Loss Volume (AC - FT) 0.11
Excess Volume (AC - FT) 0.11
Direct Runoff Volume (AC - FT) 0.11
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) 1.24
Time of Peak Discharge 03Oct2012, 12:09
Volume (IN) 1.49
Peak Inflow (CFS) 1.32
Inflow Volume (AC - FT) 0.11

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) 1.21
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 2.85
Precipitation Volume (AC - FT) 0.18
Loss Volume (AC - FT) 0.08
Excess Volume (AC - FT) 0.1
Direct Runoff Volume (AC - FT) 0.1
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) 1.18
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 2.15
Peak Inflow (CFS) 1.21
Inflow Volume (AC - FT) 0.1

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) 1.13
Time of Peak Discharge 03Oct2012, 12:14
Volume (IN) 4.84
Precipitation Volume (AC - FT) 0.15
Loss Volume (AC - FT) 0.01
Excess Volume (AC - FT) 0.13
Direct Runoff Volume (AC - FT) 0.13
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) 1.02
Time of Peak Discharge 03Oct2012, 12:16
Volume (IN) 2.1
Peak Inflow (CFS) 1.13
Inflow Volume (AC - FT) 0.13

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) 1.25
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 4.91
Precipitation Volume (AC - FT) 0.12
Loss Volume (AC - FT) 0.01
Excess Volume (AC - FT) 0.12
Direct Runoff Volume (AC - FT) 0.12
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) 1.2
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 2.94
Peak Inflow (CFS) 1.25
Inflow Volume (AC - FT) 0.12

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) 0.34
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 4.75
Precipitation Volume (AC - FT) 0.03
Loss Volume (AC - FT) 0
Excess Volume (AC - FT) 0.03
Direct Runoff Volume (AC - FT) 0.03
Baseflow Volume (AC - FT) 0

Reservoir: BASN A

Downstream : div A

Results: BASN A
Peak Discharge (CFS) 7.18
Time of Peak Discharge 03Oct2012, 12:27
Volume (IN) 2.72
Peak Inflow (CFS) 12.57
Time of Peak Inflow 03Oct2012, 12:12
Inflow Volume (AC - FT) 1.14
Maximum Storage (AC - FT) 0.47
Peak Elevation (FT) 210.86
Discharge Volume (AC - FT) 1.06

Sink: CtrlP 1

Results: CtrlP 1
Peak Discharge (CFS) 13.04
Time of Peak Discharge 03Oct2012, 12:08
Volume (IN) 2.27

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) 2.11
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 4.34
Precipitation Volume (AC - FT) 0.23
Loss Volume (AC - FT) 0.04
Excess Volume (AC - FT) 0.19
Direct Runoff Volume (AC - FT) 0.19
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) 2.08
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 3.4
Peak Inflow (CFS) 2.11
Inflow Volume (AC - FT) 0.19

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) 0.67
Time of Peak Discharge 03Oct2012, 12:05
Volume (IN) 3.75
Precipitation Volume (AC - FT) 0.08
Loss Volume (AC - FT) 0.02
Excess Volume (AC - FT) 0.06
Direct Runoff Volume (AC - FT) 0.06
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) 0.23
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 1.29
Precipitation Volume (AC - FT) 0.08
Loss Volume (AC - FT) 0.06
Excess Volume (AC - FT) 0.02
Direct Runoff Volume (AC - FT) 0.02
Baseflow Volume (AC - FT) 0

Reservoir: BSN C1

Downstream : Div c 1

Results: BSN C1
Peak Discharge (CFS) 2.11
Time of Peak Discharge 03Oct2012, 12:13
Volume (IN) 3.05
Peak Inflow (CFS) 2.95
Time of Peak Inflow 03Oct2012, 12:08
Inflow Volume (AC - FT) 0.23
Maximum Storage (AC - FT) 0.06
Peak Elevation (FT) 220.22
Discharge Volume (AC - FT) 0.23

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) 3.99
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 4.2
Precipitation Volume (AC - FT) 0.45
Loss Volume (AC - FT) 0.09
Excess Volume (AC - FT) 0.36
Direct Runoff Volume (AC - FT) 0.36
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) 3.95
Time of Peak Discharge 03Oct2012, 12:07
Volume (IN) 3.62
Peak Inflow (CFS) 3.99
Inflow Volume (AC - FT) 0.36

Reservoir: BSN B1

Downstream : div B1

Results: BSN B1
Peak Discharge (CFS) 2.96
Time of Peak Discharge 03Oct2012, 12:13
Volume (IN) 3.62
Peak Inflow (CFS) 3.95
Time of Peak Inflow 03Oct2012, 12:08
Inflow Volume (AC - FT) 0.31
Maximum Storage (AC - FT) 0.08
Peak Elevation (FT) 217.2
Discharge Volume (AC - FT) 0.31

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) 1.97
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 2.09
Precipitation Volume (AC - FT) 0.39
Loss Volume (AC - FT) 0.24
Excess Volume (AC - FT) 0.16
Direct Runoff Volume (AC - FT) 0.16
Baseflow Volume (AC - FT) 0

Sink: CtrlP 3

Results: CtrlP 3
Peak Discharge (CFS) 5.41
Time of Peak Discharge 03Oct2012, 12:12
Volume (IN) 1.16

Sink: CtrlP 2

Results: CtrlP 2
Peak Discharge (CFS) 2.66
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 1.06

Sink: CtrlP 4

Results: CtrlP 4
Peak Discharge (CFS) 0.38
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 2.51

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) 0.32
Time of Peak Discharge 03Oct2012, 12:08
Volume (IN) 2.83
Precipitation Volume (AC - FT) 0.05
Loss Volume (AC - FT) 0.02
Excess Volume (AC - FT) 0.03
Direct Runoff Volume (AC - FT) 0.03
Baseflow Volume (AC - FT) 0

Sink: CtrlP 5

Results: CtrlP 5
Peak Discharge (CFS) 0.32
Time of Peak Discharge 03Oct2012, 12:08
Volume (IN) 2.83

Sink: rech B2

Results: rech B2
Peak Discharge (CFS) 0.02
Time of Peak Discharge 03Oct2012, 15:40

Sink: rech B1

Results: rech B1
Peak Discharge (CFS) 0.54
Time of Peak Discharge 03Oct2012, 12:13

Sink: rech c1

Results: rech c1
Peak Discharge (CFS) 0.49
Time of Peak Discharge 03Oct2012, 12:13

Sink: rech A

Results: rech A
Peak Discharge (CFS) 0.09
Time of Peak Discharge 03Oct2012, 12:27

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) 2.33
Time of Peak Discharge 03Oct2012, 12:06
Volume (IN) 4.37
Precipitation Volume (AC - FT) 0.25
Loss Volume (AC - FT) 0.04
Excess Volume (AC - FT) 0.21
Direct Runoff Volume (AC - FT) 0.21
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) 2.08
Time of Peak Discharge 03Oct2012, 12:10
Volume (IN) 1.66
Peak Inflow (CFS) 2.33
Inflow Volume (AC - FT) 0.21