Basin: Cheyenne_60cm_1999
     Last Modified Date: 31 May 2022
     Last Modified Time: 21:26:00
     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
     Last Modified Date: 24 June 2021
     Last Modified Time: 19:24:51
     Canvas X: 504149.14648801764
     Canvas Y: 4291612.177121792
     Label X: -80.0
     Label Y: 23.0
     Area: 29.77
     Downstream: Junction-1

     Discretization: None
     File: Cheyenne_60cm_1999.sqlite

     Canopy: Simple
     Allow Simultaneous Precip Et: Yes
     Plant Uptake Method: None
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 4.3
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Soil Moisture Account
     Percent Impervious Area: 5
     Initial Soil Storage Percent: 10.350
     Initial Gw1 Storage Percent: 0
     Initial Gw2 Storage Percent: 0
     Soil Maximum Infiltration: 60.19
     Soil Storage Capacity: 120.0359
     Soil Tension Capacity: 53.5879471
     Soil Maximum Percolation: 50.10
     Groundwater 1 Storage Capacity: 13.337
     Groundwater 1 Routing Coefficient: 19.99
     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: 1.87
     Storage Coefficient: 7
     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
     Last Modified Date: 9 October 2021
     Last Modified Time: 22:22:12
     Canvas X: 507744.95001432236
     Canvas Y: 4289919.515300658
     Area: 26.54
     Downstream: Junction-1

     Discretization: None
     File: Cheyenne_60cm_1999.sqlite

     Canopy: Simple
     Allow Simultaneous Precip Et: Yes
     Plant Uptake Method: None
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 4.3
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Soil Moisture Account
     Percent Impervious Area: 5
     Initial Soil Storage Percent: 10.490
     Initial Gw1 Storage Percent: 0
     Initial Gw2 Storage Percent: 0
     Soil Maximum Infiltration: 47.79
     Soil Storage Capacity: 116.44058
     Soil Tension Capacity: 52.441
     Soil Maximum Percolation: 43.18
     Groundwater 1 Storage Capacity: 12.938
     Groundwater 1 Routing Coefficient: 19.99
     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: 1.51
     Storage Coefficient: 7
     Time Area Method: Default

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 20
     GW-1 Initial Baseflow: 0
End:

Junction: Junction-1
     Last Modified Date: 2 October 2019
     Last Modified Time: 20:51:04
     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: 9 October 2021
     Last Modified Time: 22:23:22
     Canvas X: 512934.0471382496
     Canvas Y: 4293713.709002469
     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
     Last Modified Date: 24 June 2021
     Last Modified Time: 19:24:51
     Canvas X: 511604.86370824627
     Canvas Y: 4294107.880359721
     Area: 0.05
     Downstream: Junction-2

     Discretization: None
     File: Cheyenne_60cm_1999.sqlite

     Canopy: Simple
     Allow Simultaneous Precip Et: Yes
     Plant Uptake Method: None
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 4.3
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Soil Moisture Account
     Percent Impervious Area: 5
     Initial Soil Storage Percent: 13.920
     Initial Gw1 Storage Percent: 0
     Initial Gw2 Storage Percent: 0
     Soil Maximum Infiltration: 46.19
     Soil Storage Capacity: 176.4033004
     Soil Tension Capacity: 84.37613
     Soil Maximum Percolation: 21.98
     Groundwater 1 Storage Capacity: 19.600
     Groundwater 1 Routing Coefficient: 19.99
     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: 0.36
     Storage Coefficient: 7
     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: 31 May 2022
     Last Modified Time: 23:40:28
     Canvas X: 512934.0471382496
     Canvas Y: 4293713.709002469
     Computation Point: Yes
     Observed Hydrograph Gage: Cheyenne Ck at Evans - 1999
End:

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

Basin Spatial Properties:
     Coordinate System: PROJCS["UTM_ZONE_13N_Nad83",GEOGCS["NAD83",DATUM["North_American_Datum_1983",SPHEROID["GRS 1980",6378137,298.257222101,AUTHORITY["EPSG","7019"]],AUTHORITY["EPSG","6269"]],PRIMEM["Greenwich",0,AUTHORITY["EPSG","8901"]],UNIT["degree",0.0174532925199433,AUTHORITY["EPSG","9122"]],AUTHORITY["EPSG","4269"]],PROJECTION["Transverse_Mercator"],PARAMETER["latitude_of_origin",0],PARAMETER["central_meridian",-105],PARAMETER["scale_factor",0.9996],PARAMETER["false_easting",500000],PARAMETER["false_northing",0],UNIT["metre",1,AUTHORITY["EPSG","9001"]],AXIS["Easting",EAST],AXIS["Northing",NORTH]]
End:

Basin Schematic Properties:
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     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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     End Parameter Set:
     Parameter Set: 3
     End Parameter Set:
     Parameter Set: 4
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     Graph Definition: 
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     Graph Definition: 
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End Computation Point: 
