Basin: Cheyenne at Evans Compromise
     Last Modified Date: 11 March 2019
     Last Modified Time: 16:29:35
     Version: 4.9
     Filepath Separator: \
     Unit System: Metric
     Missing Flow To Zero: No
     Enable Flow Ratio: No
     Compute Local Flow At Junctions: No
     Unregulated Output Required: No

     Enable Sediment Routing: No

     Enable Quality Routing: No
End:

Subbasin: Subbasin-1 NFS
     Last Modified Date: 10 June 2022
     Last Modified Time: 20:05:22
     Canvas X: 504149.14648801764
     Canvas Y: 4291612.177121792
     Label X: -80.0
     Label Y: 23.0
     Area: 15.50
     Downstream: Junction-1

     Discretization: None
     File: Cheyenne_at_Evans_Compromise.sqlite

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: None
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 7.16
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Soil Moisture Account
     Percent Impervious Area: 0
     Initial Soil Storage Percent: 28
     Initial Gw1 Storage Percent: 0
     Initial Gw2 Storage Percent: 0
     Soil Maximum Infiltration: 68.13
     Soil Storage Capacity: 91.5
     Soil Tension Capacity: 3.02
     Soil Maximum Percolation: 82.9
     Groundwater 1 Storage Capacity: 5
     Groundwater 1 Routing Coefficient: 3
     Groundwater 1 Maximum Percolation: 3.5
     Groundwater 2 Storage Capacity: 0
     Groundwater 2 Routing Coefficient: 0
     Groundwater 2 Maximum Percolation: 0

     Transform: Clark
     Clark Method: Specified
     Time of Concentration: 11.98
     Storage Coefficient: 9.905
     Time Area Method: Default

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 40
     GW-1 Initial Baseflow: 0
End:

Subbasin: Subbasin-2 NFS
     Last Modified Date: 10 June 2022
     Last Modified Time: 22:05:32
     Canvas X: 507878.0742188668
     Canvas Y: 4289761.909035745
     Area: 15.32
     Downstream: Junction-1

     Discretization: None
     File: Cheyenne_at_Evans_Compromise.sqlite

     Canopy: Simple
     Allow Simultaneous Precip Et: Yes
     Plant Uptake Method: None
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 7.16
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Soil Moisture Account
     Percent Impervious Area: 0
     Initial Soil Storage Percent: 30
     Initial Gw1 Storage Percent: 0
     Initial Gw2 Storage Percent: 0
     Soil Maximum Infiltration: 51.45
     Soil Storage Capacity: 96.51
     Soil Tension Capacity: 4.08
     Soil Maximum Percolation: 82.9
     Groundwater 1 Storage Capacity: 5
     Groundwater 1 Routing Coefficient: 3
     Groundwater 1 Maximum Percolation: 3.5
     Groundwater 2 Storage Capacity: 0
     Groundwater 2 Routing Coefficient: 0
     Groundwater 2 Maximum Percolation: 0

     Transform: Clark
     Clark Method: Specified
     Time of Concentration: 9.44
     Storage Coefficient: 5.915
     Time Area Method: Default

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 40
     GW-1 Initial Baseflow: 0
End:

Subbasin: Subbasin-1 SFS
     Last Modified Date: 10 June 2022
     Last Modified Time: 22:05:11
     Canvas X: 504494.46391716506
     Canvas Y: 4290952.934757057
     Label X: -43.0
     Label Y: -24.0
     Area: 14.27
     Downstream: Junction-1

     Discretization: None
     File: Cheyenne_at_Evans_Compromise.sqlite

     Canopy: Simple
     Allow Simultaneous Precip Et: Yes
     Plant Uptake Method: None
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 1.5
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Soil Moisture Account
     Percent Impervious Area: 0
     Initial Soil Storage Percent: 28
     Initial Gw1 Storage Percent: 0
     Initial Gw2 Storage Percent: 0
     Soil Maximum Infiltration: 64.86
     Soil Storage Capacity: 85.872
     Soil Tension Capacity: 2.83
     Soil Maximum Percolation: 82.9
     Groundwater 1 Storage Capacity: 5
     Groundwater 1 Routing Coefficient: 3
     Groundwater 1 Maximum Percolation: 2.5
     Groundwater 2 Storage Capacity: 0
     Groundwater 2 Routing Coefficient: 0
     Groundwater 2 Maximum Percolation: 0

     Transform: Clark
     Clark Method: Specified
     Time of Concentration: 12.006
     Storage Coefficient: 10.01
     Time Area Method: Default

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 40
     GW-1 Initial Baseflow: 0
End:

Subbasin: Subbasin-2 SFS
     Last Modified Date: 10 June 2022
     Last Modified Time: 22:05:18
     Canvas X: 508332.3989454781
     Canvas Y: 4289293.386661427
     Area: 11.22
     Downstream: Junction-1

     Discretization: None
     File: Cheyenne_at_Evans_Compromise.sqlite

     Canopy: Simple
     Allow Simultaneous Precip Et: Yes
     Plant Uptake Method: None
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 1.5
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Soil Moisture Account
     Percent Impervious Area: 0
     Initial Soil Storage Percent: 30
     Initial Gw1 Storage Percent: 0
     Initial Gw2 Storage Percent: 0
     Soil Maximum Infiltration: 44.3
     Soil Storage Capacity: 76.818
     Soil Tension Capacity: 3.15
     Soil Maximum Percolation: 82.9
     Groundwater 1 Storage Capacity: 5
     Groundwater 1 Routing Coefficient: 3
     Groundwater 1 Maximum Percolation: 2.5
     Groundwater 2 Storage Capacity: 0
     Groundwater 2 Routing Coefficient: 0
     Groundwater 2 Maximum Percolation: 0

     Transform: Clark
     Clark Method: Specified
     Time of Concentration: 9.276
     Storage Coefficient: 6.895
     Time Area Method: Default

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 40
     GW-1 Initial Baseflow: 0
End:

Junction: Junction-1
     Last Modified Date: 1 October 2018
     Last Modified Time: 21:55:17
     Canvas X: 510864.2105823404
     Canvas Y: 4293317.871749893
     Label X: -85.0
     Label Y: 11.0
     Downstream: Reach-1
End:

Reach: Reach-1
     Last Modified Date: 11 March 2022
     Last Modified Time: 02:33:58
     Canvas X: 512986.34489735955
     Canvas Y: 4294092.329788167
     From Canvas X: 510864.2105823404
     From Canvas Y: 4293317.871749893
     Label X: -73.0
     Label Y: 8.0
     Downstream: Junction-2

     Route: Muskingum Cunge
     Channel: 8-point
     Length: 60.5
     Energy Slope: 0.026
     Mannings n: 0.04
     Left Mannings n: 0.06
     Right Mannings n: 0.1
     Cross Section Name: Reach-1
     Initial Variable: Combined Inflow
     Space-Time Method: Automatic DX and DT
     Index Parameter Type: Index Flow
     Index Flow: 20
     Maximum Depth Iterations: 20
     Maximum Route Step Iterations: 30
     Channel Loss: None
End:

Subbasin: Subbasin-3 NFS
     Last Modified Date: 10 June 2022
     Last Modified Time: 22:05:59
     Canvas X: 511604.86370824627
     Canvas Y: 4294107.880359721
     Area: 0.03
     Downstream: Junction-2

     Discretization: None
     File: Cheyenne_at_Evans_Compromise.sqlite

     Canopy: Simple
     Allow Simultaneous Precip Et: Yes
     Plant Uptake Method: None
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 7.16
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Soil Moisture Account
     Percent Impervious Area: 0
     Initial Soil Storage Percent: 40
     Initial Gw1 Storage Percent: 0
     Initial Gw2 Storage Percent: 0
     Soil Maximum Infiltration: 53.31
     Soil Storage Capacity: 281.052
     Soil Tension Capacity: 19.93
     Soil Maximum Percolation: 82.9
     Groundwater 1 Storage Capacity: 5
     Groundwater 1 Routing Coefficient: 3
     Groundwater 1 Maximum Percolation: 3.5
     Groundwater 2 Storage Capacity: 0
     Groundwater 2 Routing Coefficient: 0
     Groundwater 2 Maximum Percolation: 0

     Transform: Clark
     Clark Method: Specified
     Time of Concentration: 6.66
     Storage Coefficient: 16.45
     Time Area Method: Default

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 40
     GW-1 Initial Baseflow: 0
End:

Subbasin: Subbasin-3 SFS
     Last Modified Date: 10 June 2022
     Last Modified Time: 20:04:41
     Canvas X: 512050.4730395008
     Canvas Y: 4293131.914323194
     Area: 0.02
     Downstream: Junction-2

     Discretization: None
     File: Cheyenne_at_Evans_Compromise.sqlite

     Canopy: Simple
     Allow Simultaneous Precip Et: Yes
     Plant Uptake Method: None
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 1.5
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Soil Moisture Account
     Percent Impervious Area: 0
     Initial Soil Storage Percent: 40
     Initial Gw1 Storage Percent: 0
     Initial Gw2 Storage Percent: 0
     Soil Maximum Infiltration: 56.15
     Soil Storage Capacity: 260.946
     Soil Tension Capacity: 12.69
     Soil Maximum Percolation: 82.9
     Groundwater 1 Storage Capacity: 5
     Groundwater 1 Routing Coefficient: 3
     Groundwater 1 Maximum Percolation: 2.5
     Groundwater 2 Storage Capacity: 0
     Groundwater 2 Routing Coefficient: 0
     Groundwater 2 Maximum Percolation: 0

     Transform: Clark
     Clark Method: Specified
     Time of Concentration: 2.32
     Storage Coefficient: 6.825
     Time Area Method: Default

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 40
     GW-1 Initial Baseflow: 0
End:

Source: Baseflow
     Last Modified Date: 11 March 2019
     Last Modified Time: 16:30:10
     Canvas X: 512598.9127412071
     Canvas Y: 4292661.688084897
     Downstream: Junction-2

     Flow Method: CONSTANT_FLOW
     Constant Flow: 0.1
     End Flow Method:
End:

Junction: Junction-2
     Last Modified Date: 11 March 2022
     Last Modified Time: 02:33:58
     Canvas X: 512986.34489735955
     Canvas Y: 4294092.329788167
     Computation Point: Yes
     Observed Hydrograph Gage: Cheyenne Ck at Evans
End:

Basin Layer Properties:
     Element Layer:
          Name: Icons
          Layer shown: Yes
     End Layer:
End:

Basin Spatial Properties:
End:

Basin Schematic Properties:
     Last View N: 4295535.713746496
     Last View S: 4287088.232408757
     Last View W: 500438.456067003
     Last View E: 513916.0798301501
     Maximum View N: 4295369.979879852
     Maximum View S: 4287163.739505437
     Maximum View W: 500619.8120709836
     Maximum View E: 511885.0750419386
     Extent Method: Maps
     Buffer: 0
     Draw Icons: Yes
     Draw Icon Labels: Name
     Draw Map Objects: No
     Draw Gridlines: No
     Draw Flow Direction: No
     Draw HillShade Layer: Yes
     Draw Elevation Layer: Yes
     Elevation Layer Color Palette: Default
     Ignore Elevation Color Ramp Scale: No
     Use Interpolated Color Ramp for Elevation Layer: Yes
     Color Ramp Opacity Level for Elevation Layer: 33.0
     Fix Element Locations: No
     Fix Hydrologic Order: No
     Map: hec.map.aishape.AiShapeMap
     Map File Name: T:\Projects\jdngroup\Ben_Research\Models\Cheyenne\HMS\201810_Cheyenne2013\maps\20180925_Chey_Subs.shp
     Minimum Scale: -2147483648
     Maximum Scale: 2147483647
     Map Shown: Yes
End:

Computation Point: Junction-2
     Parameter Set: 1
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     Parameter Set: 2
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     Parameter Set: 3
     End Parameter Set:
     Parameter Set: 4
     End Parameter Set:
     Parameter Set: 5
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     Graph Definition: 
     End Graph Definition: 

     Graph Definition: 
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     Graph Definition: 
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     Graph Definition: 
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End Computation Point: 
