Basin: Cheyenne_Lumped
     Last Modified Date: 28 June 2021
     Last Modified Time: 17:22:43
     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: basin
     Last Modified Date: 28 June 2021
     Last Modified Time: 17:31:22
     Canvas X: 511604.86370824627
     Canvas Y: 4294107.880359721
     Area: 56.36
     Downstream: Junction-2

     Discretization: None
     File: Cheyenne_Lumped.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: 54.338
     Soil Storage Capacity: 118.3928655
     Soil Tension Capacity: 53.08
     Soil Maximum Percolation: 46.8164159
     Groundwater 1 Storage Capacity: 13.155
     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: 2.34
     Storage Coefficient: 7
     Time Area Method: Default

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 19.99
     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: 4 May 2021
     Last Modified Time: 17:19:02
     Canvas X: 512963.2733656843
     Canvas Y: 4293660.288403326
     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
     End Parameter Set:
     Parameter Set: 2
     End Parameter Set:
     Parameter Set: 3
     End Parameter Set:
     Parameter Set: 4
     End Parameter Set:
     Parameter Set: 5
     End Parameter Set:

     Graph Definition: 
     End Graph Definition: 

     Graph Definition: 
     End Graph Definition: 

     Graph Definition: 
     End Graph Definition: 

     Graph Definition: 
     End Graph Definition: 

     Graph Definition: 
     End Graph Definition: 

End Computation Point: 
