Basin: Dec_2005
     Description: Dec 2005 event; calibration
     Last Modified Date: 21 June 2019
     Last Modified Time: 22:28:02
     Version: 4.5
     Filepath Separator: \
     Unit System: English
     Grid Region Name: Truckee_River
     Missing Flow To Zero: Yes
     Enable Flow Ratio: No
     Compute Local Flow At Junctions: Yes

     Enable Sediment Routing: No

     Enable Quality Routing: No
End:

Subbasin: UpTruckeeRv_S10
     Last Modified Date: 15 August 2019
     Last Modified Time: 17:54:26
     Latitude Degrees:  38.81166616927656
     Longitude Degrees: -120.01777777777778
     Canvas X: -6706588.032684998
     Canvas Y: 6605933.66268978
     Area: 54.0
     Downstream: SouthLakeTahoe
     Observed Swe Gage: UpTruckeeRv_S10

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 2.5
     Initial Deficit: 2.08
     Maximum Deficit: 8.31
     Percolation Rate: 0.39
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 11.54
     Storage Coefficient: 17.31
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.30
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 294
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.30
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 577
     GW-2 Initial Flow/Area Ratio: 1.50
End:

Junction: SouthLakeTahoe
     Last Modified Date: 21 June 2019
     Last Modified Time: 22:47:32
     Canvas X: -6689280.0
     Canvas Y: 6643530.0
     Computation Point: Yes
     Observed Hydrograph Gage: SouthLakeTahoe
     Downstream: LakeTahoe_IN
End:

Subbasin: TroutCk_S10
     Last Modified Date: 22 June 2019
     Last Modified Time: 00:01:18
     Latitude Degrees:  38.86805555555556
     Longitude Degrees: -119.94250000000001
     Canvas X: -6680895.446468028
     Canvas Y: 6620696.2564426605
     Area: 36.7
     Downstream: TroutCreek
     Observed Swe Gage: TroutCk_S10

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 0.9
     Initial Deficit: 2.90
     Maximum Deficit: 9.62
     Percolation Rate: 0.60
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 6.48
     Storage Coefficient: 12.15
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.30
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 97
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.30
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 1621
     GW-2 Initial Flow/Area Ratio: 0.50
End:

Junction: TroutCreek
     Last Modified Date: 21 June 2019
     Last Modified Time: 22:47:43
     Canvas X: -6684280.0
     Canvas Y: 6641290.0
     Computation Point: Yes
     Observed Hydrograph Gage: TroutCreek
     Downstream: LakeTahoe_IN
End:

Subbasin: LakeTahoe_S10
     Last Modified Date: 30 May 2020
     Last Modified Time: 07:22:22
     Latitude Degrees:  39.085
     Longitude Degrees: -120.04194444444444
     Canvas X: -6688057.715027722
     Canvas Y: 6704947.675904822
     Area: 416.1
     Downstream: LakeTahoe_IN
     Observed Swe Gage: LakeTahoe_S10

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 48.1
     Initial Deficit: 1.73
     Maximum Deficit: 4.61
     Percolation Rate: 0.28
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 16.10
     Storage Coefficient: 30.19
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.50
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 121
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.30
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 4025
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: LakeTahoe_IN
     Last Modified Date: 15 April 2019
     Last Modified Time: 00:28:28
     Canvas X: -6692072.999448574
     Canvas Y: 6733725.795858938
     Computation Point: Yes
     Observed Hydrograph Gage: LakeTahoe_IN
     Downstream: LakeTahoe
End:

Reservoir: LakeTahoe
     Last Modified Date: 21 June 2019
     Last Modified Time: 22:54:59
     Canvas X: -6700951.481986723
     Canvas Y: 6737178.539068218
     From Canvas X: -6700951.481986723
     From Canvas Y: 6737178.539068218
     Computation Point: Yes
     Observed Hydrograph Gage: LakeTahoe_IN
     Downstream: TahoeCity

     Route: Specified Outflow
     Observed Pool Elevation Gage: LakeTahoeRes_daily
     Routing Curve: Elevation-Storage
     Initial Elevation: 6228.1
     Elevation-Storage Table: LakeTahoe_ElevStor
     Outflow Gage Name: TahoeCity
End:

Junction: TahoeCity
     Last Modified Date: 10 February 2019
     Last Modified Time: 22:11:15
     Canvas X: -6708250.0
     Canvas Y: 6741380.0
     Observed Hydrograph Gage: TahoeCity
     Downstream: TruckeeRv_R100
End:

Reach: TruckeeRv_R100
     Last Modified Date: 11 March 2019
     Last Modified Time: 02:49:12
     Canvas X: -6712990.0
     Canvas Y: 6791700.0
     From Canvas X: -6708250.0
     From Canvas Y: 6741380.0
     Downstream: Truckee

     Route: Muskingum Cunge
     Channel: 8-point
     Length: 74300
     Energy Slope: 0.0053
     Mannings n: 0.035
     Left Mannings n: 0.075
     Right Mannings n: 0.075
     Cross Section Name: TruckeeRv_R100
     Initial Variable: Combined Inflow
     Space-Time Method: Automatic DX and DT
     Index Parameter Type: Index Celerity
     Index Celerity: 5
     Maximum Depth Iterations: 20
     Maximum Route Step Iterations: 30
     Channel Loss: None
End:

Subbasin: TruckeeRv_S100
     Last Modified Date: 22 June 2019
     Last Modified Time: 04:00:53
     Latitude Degrees:  39.221944444444446
     Longitude Degrees: -120.21666666666667
     Canvas X: -6722942.5446045445
     Canvas Y: 6766093.669492505
     Area: 48.8
     Downstream: Truckee
     Observed Swe Gage: TruckeeRv_S100

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 1.0
     Initial Deficit: 2.44
     Maximum Deficit: 9.76
     Percolation Rate: 0.06
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 6.83
     Storage Coefficient: 8.19
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.50
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 98
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.50
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 683
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: Truckee
     Last Modified Date: 21 June 2019
     Last Modified Time: 23:58:16
     Canvas X: -6712990.0
     Canvas Y: 6791700.0
     Computation Point: Yes
     Reference Flow: 5890
     Reference Flow Label: peak flow = 5890 cfs
     Observed Hydrograph Gage: Truckee
     Downstream: DonnerCk_CF
End:

Subbasin: DonnerCk_S20
     Last Modified Date: 21 June 2019
     Last Modified Time: 23:49:31
     Latitude Degrees:  39.32694444444445
     Longitude Degrees: -120.29333805918395
     Canvas X: -6733989.747683373
     Canvas Y: 6808786.470912801
     Area: 14.0
     Downstream: DonnerLake_IN
     Observed Swe Gage: DonnerCk_S10

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 11.1
     Initial Deficit: 0.24
     Maximum Deficit: 4.79
     Percolation Rate: 0.06
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 2.71
     Storage Coefficient: 8.14
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.50
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 49
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.50
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 339
     GW-2 Initial Flow/Area Ratio: 5.00
End:

Junction: DonnerLake_IN
     Last Modified Date: 20 June 2019
     Last Modified Time: 20:00:07
     Canvas X: -6722496.290077002
     Canvas Y: 6806843.37570699
     Computation Point: Yes
     Observed Hydrograph Gage: DonnerLake_IN_daily
     Downstream: DonnerLake
End:

Reservoir: DonnerLake
     Last Modified Date: 21 June 2019
     Last Modified Time: 22:55:36
     Canvas X: -6720577.378946491
     Canvas Y: 6805308.246802581
     From Canvas X: -6720577.378946491
     From Canvas Y: 6805308.246802581
     Computation Point: Yes
     Observed Hydrograph Gage: DonnerLake_IN_daily
     Downstream: blDonnerDam

     Route: Specified Outflow
     Observed Pool Elevation Gage: DonnerLakeRes_daily
     Routing Curve: Elevation-Storage
     Initial Elevation: 5932.7
     Elevation-Storage Table: DonnerLake_ElevStor
     Outflow Gage Name: blDonnerDam
End:

Junction: blDonnerDam
     Last Modified Date: 10 February 2019
     Last Modified Time: 22:12:12
     Canvas X: -6718300.0
     Canvas Y: 6803430.0
     Observed Hydrograph Gage: blDonnerDam
     Downstream: DonnerCk_R10
End:

Reach: DonnerCk_R10
     Last Modified Date: 11 March 2019
     Last Modified Time: 02:49:12
     Canvas X: -6711380.0
     Canvas Y: 6800680.0
     From Canvas X: -6718300.0
     From Canvas Y: 6803430.0
     Downstream: Hwy89

     Route: Muskingum Cunge
     Channel: 8-point
     Length: 14556
     Energy Slope: 0.0070
     Mannings n: 0.035
     Left Mannings n: 0.075
     Right Mannings n: 0.075
     Cross Section Name: DonnerCk_R10
     Initial Variable: Combined Inflow
     Space-Time Method: Automatic DX and DT
     Index Parameter Type: Index Celerity
     Index Celerity: 5
     Maximum Depth Iterations: 20
     Maximum Route Step Iterations: 30
     Channel Loss: None
End:

Subbasin: DonnerCk_S10
     Last Modified Date: 21 June 2019
     Last Modified Time: 23:40:47
     Latitude Degrees:  39.29138888888889
     Longitude Degrees: -120.26361111111112
     Canvas X: -6729249.202543732
     Canvas Y: 6794056.5197315505
     Area: 15.4
     Downstream: Hwy89
     Observed Swe Gage: DonnerCk_S10

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 2.9
     Initial Deficit: 4.04
     Maximum Deficit: 6.53
     Percolation Rate: 0.06
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 3.25
     Storage Coefficient: 9.76
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.50
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 39
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.50
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 406
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: Hwy89
     Last Modified Date: 21 June 2019
     Last Modified Time: 23:58:27
     Canvas X: -6711380.0
     Canvas Y: 6800680.0
     Computation Point: Yes
     Reference Flow: 1730
     Reference Flow Label: peak flow = 1730 cfs
     Observed Hydrograph Gage: Hwy89
     Downstream: DonnerCk_CF
End:

Junction: DonnerCk_CF
     Last Modified Date: 28 March 2018
     Last Modified Time: 12:00:00
     Canvas X: -6709800.0
     Canvas Y: 6798440.0
     Downstream: TruckeeRv_R90
End:

Reach: TruckeeRv_R90
     Last Modified Date: 11 March 2019
     Last Modified Time: 02:49:12
     Canvas X: -6684470.117727125
     Canvas Y: 6804452.656369946
     From Canvas X: -6709800.0
     From Canvas Y: 6798440.0
     Downstream: blMartisCreekDam

     Route: Muskingum Cunge
     Channel: 8-point
     Length: 28610
     Energy Slope: 0.0062
     Mannings n: 0.035
     Left Mannings n: 0.075
     Right Mannings n: 0.075
     Cross Section Name: TruckeeRv_R90
     Initial Variable: Combined Inflow
     Space-Time Method: Automatic DX and DT
     Index Parameter Type: Index Celerity
     Index Celerity: 5
     Maximum Depth Iterations: 20
     Maximum Route Step Iterations: 30
     Channel Loss: None
End:

Subbasin: MartisCk_S10
     Last Modified Date: 22 June 2019
     Last Modified Time: 00:01:07
     Latitude Degrees:  39.28472222222222
     Longitude Degrees: -120.11944444444444
     Canvas X: -6690735.312757708
     Canvas Y: 6781555.268819473
     Area: 38.6
     Downstream: MartisCreek_IN
     Observed Swe Gage: MartisCk_S10

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 1.5
     Initial Deficit: 4.00
     Maximum Deficit: 8.35
     Percolation Rate: 0.17
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 9.83
     Storage Coefficient: 8.43
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.40
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 34
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.10
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 702
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: MartisCreek_IN
     Last Modified Date: 15 April 2019
     Last Modified Time: 00:28:50
     Canvas X: -6683851.235551981
     Canvas Y: 6790622.4093296435
     Computation Point: Yes
     Observed Hydrograph Gage: MartisCreek_IN
     Downstream: MartisCreek
End:

Reservoir: MartisCreek
     Last Modified Date: 21 June 2019
     Last Modified Time: 22:55:56
     Canvas X: -6684112.188706267
     Canvas Y: 6794275.753489641
     From Canvas X: -6684112.188706267
     From Canvas Y: 6794275.753489641
     Computation Point: Yes
     Observed Hydrograph Gage: MartisCreek_IN
     Downstream: MartisCreek_OUT

     Route: Specified Outflow
     Observed Pool Elevation Gage: MartisCreekRes_daily
     Routing Curve: Elevation-Storage
     Initial Elevation: 5784.2
     Elevation-Storage Table: MartisCreek_ElevStor
     Outflow Gage Name: MartisCreek_OUT
End:

Junction: MartisCreek_OUT
     Last Modified Date: 10 February 2019
     Last Modified Time: 22:11:56
     Canvas X: -6685360.0
     Canvas Y: 6796320.0
     Downstream: MartisCk_R10
End:

Reach: MartisCk_R10
     Last Modified Date: 6 March 2019
     Last Modified Time: 05:17:06
     Canvas X: -6684470.117727125
     Canvas Y: 6804452.656369946
     From Canvas X: -6685360.0
     From Canvas Y: 6796320.0
     Downstream: blMartisCreekDam

     Route: Modified Puls
     Initial Variable: Combined Inflow
     Number of Reaches: 1
     Storage Outflow Table Name: MartisCk_R10
     Channel Loss: None
End:

Subbasin: TruckeeRv_S90
     Last Modified Date: 22 June 2019
     Last Modified Time: 04:01:00
     Latitude Degrees:  39.33277777777778
     Longitude Degrees: -120.17583333333334
     Canvas X: -6701592.359009166
     Canvas Y: 6802585.467120104
     Area: 14.6
     Downstream: blMartisCreekDam
     Observed Swe Gage: TruckeeRv_S90

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 10.5
     Initial Deficit: 4.56
     Maximum Deficit: 9.89
     Percolation Rate: 0.38
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 3.32
     Storage Coefficient: 9.95
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.35
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 60
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.25
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 746
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: blMartisCreekDam
     Last Modified Date: 22 June 2019
     Last Modified Time: 00:44:03
     Canvas X: -6684470.117727125
     Canvas Y: 6804452.656369946
     From Canvas X: -6684470.117727125
     From Canvas Y: 6804452.656369946
     Observed Hydrograph Gage: blMartisCreekDam
     Downstream: TruckeeRv_R85
End:

Reach: TruckeeRv_R85
     Last Modified Date: 6 March 2019
     Last Modified Time: 05:17:24
     Canvas X: -6682040.0
     Canvas Y: 6811830.0
     From Canvas X: -6684470.117727125
     From Canvas Y: 6804452.656369946
     Downstream: ProsserCk_CF

     Route: Modified Puls
     Initial Variable: Combined Inflow
     Number of Reaches: 1
     Storage Outflow Table Name: TruckeeRv_R85
     Channel Loss: None
End:

Subbasin: ProsserCk_S10
     Last Modified Date: 21 June 2019
     Last Modified Time: 23:50:33
     Latitude Degrees:  39.382785519257595
     Longitude Degrees: -120.24583333333334
     Canvas X: -6715879.916354644
     Canvas Y: 6825324.295266856
     Area: 50.0
     Downstream: ProsserCreek_IN
     Observed Swe Gage: ProsserCk_S10

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 3.9
     Initial Deficit: 3.21
     Maximum Deficit: 8.35
     Percolation Rate: 0.07
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 4.88
     Storage Coefficient: 14.65
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.50
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 88
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.50
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 488
     GW-2 Initial Flow/Area Ratio: 1.00
End:

Junction: ProsserCreek_IN
     Last Modified Date: 15 April 2019
     Last Modified Time: 00:28:44
     Canvas X: -6690384.148652976
     Canvas Y: 6819745.504016592
     Computation Point: Yes
     Observed Hydrograph Gage: Prosser_IN
     Downstream: ProsserCreek
End:

Reservoir: ProsserCreek
     Last Modified Date: 21 June 2019
     Last Modified Time: 23:01:46
     Canvas X: -6688233.591952667
     Canvas Y: 6817654.685002402
     From Canvas X: -6688233.591952667
     From Canvas Y: 6817654.685002402
     Computation Point: Yes
     Observed Hydrograph Gage: Prosser_IN
     Downstream: blProsserDam

     Route: Specified Outflow
     Observed Pool Elevation Gage: ProsserRes_daily
     Routing Curve: Elevation-Storage
     Initial Elevation: 5707.4
     Elevation-Storage Table: ProsserCreek_ElevStor
     Outflow Gage Name: blProsserDam
End:

Junction: blProsserDam
     Last Modified Date: 10 February 2019
     Last Modified Time: 22:13:14
     Canvas X: -6685830.0
     Canvas Y: 6813880.0
     Observed Hydrograph Gage: blProsserDam
     Downstream: ProsserCk_R10
End:

Reach: ProsserCk_R10
     Last Modified Date: 11 March 2019
     Last Modified Time: 02:49:12
     Canvas X: -6682040.0
     Canvas Y: 6811830.0
     From Canvas X: -6685830.0
     From Canvas Y: 6813880.0
     Downstream: ProsserCk_CF

     Route: Muskingum Cunge
     Channel: 8-point
     Length: 8173
     Energy Slope: 0.0262
     Mannings n: 0.035
     Left Mannings n: 0.075
     Right Mannings n: 0.075
     Cross Section Name: ProsserCk_R10
     Initial Variable: Combined Inflow
     Space-Time Method: Automatic DX and DT
     Index Parameter Type: Index Celerity
     Index Celerity: 5
     Maximum Depth Iterations: 20
     Maximum Route Step Iterations: 30
     Channel Loss: None
End:

Junction: ProsserCk_CF
     Last Modified Date: 28 March 2018
     Last Modified Time: 12:00:00
     Canvas X: -6682040.0
     Canvas Y: 6811830.0
     Downstream: TruckeeRv_R80
End:

Reach: TruckeeRv_R80
     Last Modified Date: 6 March 2019
     Last Modified Time: 05:17:35
     Canvas X: -6674670.0
     Canvas Y: 6815190.0
     From Canvas X: -6682040.0
     From Canvas Y: 6811830.0
     Downstream: BocaBridge

     Route: Modified Puls
     Initial Variable: Combined Inflow
     Number of Reaches: 1
     Storage Outflow Table Name: TruckeeRv_R80
     Channel Loss: None
End:

Subbasin: LtTruckeeRv_S30
     Last Modified Date: 3 June 2020
     Last Modified Time: 23:47:37
     Latitude Degrees:  39.47916666666667
     Longitude Degrees: -120.25361111111111
     Canvas X: -6709095.793823365
     Canvas Y: 6860139.571992642
     Area: 135.8
     Downstream: Stampede_IN
     Observed Swe Gage: LtTruckeeRv_S30

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 5.5
     Initial Deficit: 3.72
     Maximum Deficit: 8.08
     Percolation Rate: 0.32
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 6.99
     Storage Coefficient: 20.96
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.50
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 63
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.50
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 699
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: Stampede_IN
     Last Modified Date: 15 April 2019
     Last Modified Time: 00:29:17
     Canvas X: -6673563.654241843
     Canvas Y: 6850062.573161282
     Computation Point: Yes
     Observed Hydrograph Gage: Stampede_IN
     Downstream: Stampede
End:

Reservoir: Stampede
     Last Modified Date: 21 June 2019
     Last Modified Time: 23:07:41
     Canvas X: -6671411.359237851
     Canvas Y: 6848388.565935954
     From Canvas X: -6671411.359237851
     From Canvas Y: 6848388.565935954
     Computation Point: Yes
     Observed Hydrograph Gage: Stampede_IN
     Downstream: Stampede_OUT

     Route: Specified Outflow
     Observed Pool Elevation Gage: StampedeRes_daily
     Routing Curve: Elevation-Storage
     Initial Elevation: 5936.1
     Elevation-Storage Table: Stampede_ElevStor
     Outflow Gage Name: StampedeDam_OUT
End:

Junction: Stampede_OUT
     Last Modified Date: 10 February 2019
     Last Modified Time: 22:14:26
     Canvas X: -6669410.0
     Canvas Y: 6846550.0
     Downstream: LtTruckeeRv_R20
End:

Reach: LtTruckeeRv_R20
     Last Modified Date: 11 March 2019
     Last Modified Time: 02:49:12
     Canvas X: -6667320.0
     Canvas Y: 6832820.0
     From Canvas X: -6669410.0
     From Canvas Y: 6846550.0
     Downstream: abBocaDam

     Route: Muskingum Cunge
     Channel: 8-point
     Length: 20817
     Energy Slope: 0.0173
     Mannings n: 0.035
     Left Mannings n: 0.075
     Right Mannings n: 0.075
     Cross Section Name: LtTruckeeRv_R20
     Initial Variable: Combined Inflow
     Space-Time Method: Automatic DX and DT
     Index Parameter Type: Index Celerity
     Index Celerity: 5
     Maximum Depth Iterations: 20
     Maximum Route Step Iterations: 30
     Channel Loss: None
End:

Subbasin: LtTruckeeRv_S20
     Last Modified Date: 22 June 2019
     Last Modified Time: 00:49:10
     Latitude Degrees:  39.46472222222223
     Longitude Degrees: -120.08222222222221
     Canvas X: -6664045.925013328
     Canvas Y: 6843018.642028252
     Area: 10.1
     Downstream: abBocaDam
     Observed Swe Gage: LtTruckeeRv_S20

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 1.8
     Initial Deficit: 3.95
     Maximum Deficit: 9.89
     Percolation Rate: 0.26
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 2.87
     Storage Coefficient: 8.61
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.50
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 22
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.50
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 431
     GW-2 Initial Flow/Area Ratio: 1.00
End:

Junction: abBocaDam
     Last Modified Date: 10 February 2019
     Last Modified Time: 22:21:09
     Canvas X: -6667320.0
     Canvas Y: 6832820.0
     Computation Point: Yes
     Observed Hydrograph Gage: abBocaDam
     Downstream: LtTruckeeRv_R10
End:

Reach: LtTruckeeRv_R10
     Last Modified Date: 11 March 2019
     Last Modified Time: 02:49:12
     Canvas X: -6673559.045266732
     Canvas Y: 6819850.16045951
     From Canvas X: -6667320.0
     From Canvas Y: 6832820.0
     Downstream: Boca_IN

     Route: Muskingum Cunge
     Channel: 8-point
     Length: 21713
     Energy Slope: 0.0054
     Mannings n: 0.035
     Left Mannings n: 0.075
     Right Mannings n: 0.075
     Cross Section Name: LtTruckeeRv_R10
     Initial Variable: Combined Inflow
     Space-Time Method: Automatic DX and DT
     Index Parameter Type: Index Celerity
     Index Celerity: 5
     Maximum Depth Iterations: 20
     Maximum Route Step Iterations: 30
     Channel Loss: None
End:

Subbasin: LtTruckeeRv_S10
     Last Modified Date: 22 June 2019
     Last Modified Time: 00:56:06
     Latitude Degrees:  39.42111111111111
     Longitude Degrees: -120.11027777777777
     Canvas X: -6675670.980996877
     Canvas Y: 6829402.847235899
     Area: 26.4
     Downstream: Boca_IN
     Observed Swe Gage: LtTruckeeRv_S10

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 6.0
     Initial Deficit: 3.79
     Maximum Deficit: 7.59
     Percolation Rate: 0.49
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 3.46
     Storage Coefficient: 10.38
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.50
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 26
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.50
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 519
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: Boca_IN
     Last Modified Date: 15 April 2019
     Last Modified Time: 00:29:03
     Canvas X: -6673559.045266732
     Canvas Y: 6819850.16045951
     Computation Point: Yes
     Observed Hydrograph Gage: Boca_IN
     Downstream: BocaDam
End:

Reservoir: BocaDam
     Last Modified Date: 22 June 2019
     Last Modified Time: 00:55:23
     Canvas X: -6674513.4788551945
     Canvas Y: 6818123.090156577
     From Canvas X: -6674513.4788551945
     From Canvas Y: 6818123.090156577
     Computation Point: Yes
     Observed Hydrograph Gage: Boca_IN
     Downstream: blBocaDam

     Route: Specified Outflow
     Observed Pool Elevation Gage: BocaRes_daily
     Routing Curve: Elevation-Storage
     Initial Elevation: 5588.8
     Elevation-Storage Table: Boca_ElevStor
     Outflow Gage Name: blBocaDam_daily
End:

Junction: blBocaDam
     Last Modified Date: 10 February 2019
     Last Modified Time: 22:14:11
     Canvas X: -6674790.0
     Canvas Y: 6816180.0
     Observed Hydrograph Gage: blBocaDam
     Downstream: BocaBridge
End:

Subbasin: TruckeeRv_S80
     Last Modified Date: 22 June 2019
     Last Modified Time: 04:01:06
     Latitude Degrees:  39.358333333333334
     Longitude Degrees: -120.11361111111111
     Canvas X: -6682309.7580580255
     Canvas Y: 6807283.070541861
     Area: 12.0
     Downstream: BocaBridge
     Observed Swe Gage: TruckeeRv_S80

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 3.7
     Initial Deficit: 3.61
     Maximum Deficit: 7.23
     Percolation Rate: 0.14
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 2.76
     Storage Coefficient: 8.27
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.35
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 8
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.50
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 413
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: BocaBridge
     Last Modified Date: 21 June 2019
     Last Modified Time: 23:12:55
     Canvas X: -6674670.0
     Canvas Y: 6815190.0
     Computation Point: Yes
     Observed Hydrograph Gage: BocaBridge
     Downstream: TruckeeRv_R70
End:

Reach: TruckeeRv_R70
     Last Modified Date: 6 March 2019
     Last Modified Time: 05:17:52
     Canvas X: -6654370.0
     Canvas Y: 6826510.0
     From Canvas X: -6674670.0
     From Canvas Y: 6815190.0
     Downstream: Farad

     Route: Modified Puls
     Initial Variable: Combined Inflow
     Number of Reaches: 1
     Storage Outflow Table Name: TruckeeRv_R70
     Channel Loss: None
End:

Subbasin: TruckeeRv_S70
     Last Modified Date: 22 June 2019
     Last Modified Time: 04:01:12
     Latitude Degrees:  39.3575
     Longitude Degrees: -120.00168438862951
     Canvas X: -6652073.014333247
     Canvas Y: 6799127.752993098
     Area: 59.7
     Downstream: Farad
     Observed Swe Gage: TruckeeRv_S70

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 0.7
     Initial Deficit: 2.98
     Maximum Deficit: 8.93
     Percolation Rate: 0.34
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 3.51
     Storage Coefficient: 10.52
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.35
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 26
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.40
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 789
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: Farad
     Last Modified Date: 10 February 2019
     Last Modified Time: 22:21:17
     Canvas X: -6654370.0
     Canvas Y: 6826510.0
     Computation Point: Yes
     Observed Hydrograph Gage: Farad
     Downstream: TruckeeRv_R60
End:

Reach: TruckeeRv_R60
     Last Modified Date: 6 March 2019
     Last Modified Time: 05:18:03
     Canvas X: -6634720.0
     Canvas Y: 6857920.0
     From Canvas X: -6654370.0
     From Canvas Y: 6826510.0
     Downstream: DogCk_CF

     Route: Modified Puls
     Initial Variable: Combined Inflow
     Number of Reaches: 1
     Storage Outflow Table Name: TruckeeRv_R60
     Channel Loss: None
End:

Subbasin: DogCk_S10
     Last Modified Date: 22 June 2019
     Last Modified Time: 04:05:59
     Latitude Degrees:  39.56055555555555
     Longitude Degrees: -120.04388888888889
     Canvas X: -6644845.1945657255
     Canvas Y: 6874384.320966798
     Area: 21.7
     Downstream: DogCreek
     Observed Swe Gage: DogCk_S10

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 0.5
     Initial Deficit: 3.95
     Maximum Deficit: 9.88
     Percolation Rate: 0.07
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 2.87
     Storage Coefficient: 8.61
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.30
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 9
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.20
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 790
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: DogCreek
     Last Modified Date: 21 June 2019
     Last Modified Time: 23:13:18
     Canvas X: -6635850.65807189
     Canvas Y: 6859918.128701255
     Computation Point: Yes
     Observed Hydrograph Gage: DogCreek
     Downstream: DogCk_CF
End:

Subbasin: TruckeeRv_S60
     Last Modified Date: 22 June 2019
     Last Modified Time: 04:00:11
     Latitude Degrees:  39.467777777777776
     Longitude Degrees: -120.00583333333333
     Canvas X: -6643093.597882011
     Canvas Y: 6838673.613073629
     Area: 33.2
     Downstream: DogCk_CF
     Observed Swe Gage: TruckeeRv_S60

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 1.2
     Initial Deficit: 2.83
     Maximum Deficit: 8.50
     Percolation Rate: 0.45
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 2.90
     Storage Coefficient: 8.70
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.40
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 22
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.20
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 435
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: DogCk_CF
     Last Modified Date: 28 March 2018
     Last Modified Time: 12:00:00
     Canvas X: -6634720.0
     Canvas Y: 6857920.0
     Downstream: TruckeeRv_R50
End:

Reach: TruckeeRv_R50
     Last Modified Date: 6 March 2019
     Last Modified Time: 05:18:10
     Canvas X: -6619560.0
     Canvas Y: 6847610.0
     From Canvas X: -6634720.0
     From Canvas Y: 6857920.0
     Downstream: Mogul

     Route: Modified Puls
     Initial Variable: Combined Inflow
     Number of Reaches: 1
     Storage Outflow Table Name: TruckeeRv_R50
     Channel Loss: None
End:

Subbasin: TruckeeRv_S50
     Last Modified Date: 22 June 2019
     Last Modified Time: 04:00:07
     Latitude Degrees:  39.525277777777774
     Longitude Degrees: -119.96388888888889
     Canvas X: -6626410.772121446
     Canvas Y: 6856203.15025705
     Area: 19.1
     Downstream: Mogul
     Observed Swe Gage: TruckeeRv_S50

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 3.8
     Initial Deficit: 2.14
     Maximum Deficit: 6.45
     Percolation Rate: 0.27
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 2.69
     Storage Coefficient: 8.07
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.40
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 20
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.20
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 404
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: Mogul
     Last Modified Date: 21 June 2019
     Last Modified Time: 23:13:36
     Canvas X: -6619560.0
     Canvas Y: 6847610.0
     Computation Point: Yes
     Observed Hydrograph Gage: Mogul
     Downstream: TruckeeRv_R40
End:

Reach: TruckeeRv_R40
     Last Modified Date: 6 March 2019
     Last Modified Time: 05:18:17
     Canvas X: -6580340.0
     Canvas Y: 6846210.0
     From Canvas X: -6619560.0
     From Canvas Y: 6847610.0
     Downstream: Reno

     Route: Modified Puls
     Initial Variable: Combined Inflow
     Number of Reaches: 1
     Storage Outflow Table Name: TruckeeRv_R40
     Channel Loss: None
End:

Subbasin: TruckeeRv_S40
     Last Modified Date: 22 June 2019
     Last Modified Time: 04:05:59
     Latitude Degrees:  39.50888888888889
     Longitude Degrees: -119.89444444444445
     Canvas X: -6609154.107827184
     Canvas Y: 6845604.218829721
     Area: 54.7
     Downstream: Reno
     Observed Swe Gage: TruckeeRv_S40

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 16.5
     Initial Deficit: 2.71
     Maximum Deficit: 5.41
     Percolation Rate: 0.29
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 3.77
     Storage Coefficient: 11.31
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.50
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 11
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.10
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 377
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: Reno
     Last Modified Date: 21 June 2019
     Last Modified Time: 23:13:52
     Canvas X: -6580340.0
     Canvas Y: 6846210.0
     Computation Point: Yes
     Observed Hydrograph Gage: Reno
     Downstream: TruckeeRv_R30
End:

Reach: TruckeeRv_R30
     Last Modified Date: 11 March 2019
     Last Modified Time: 02:49:12
     Canvas X: -6556900.0
     Canvas Y: 6836890.0
     From Canvas X: -6580340.0
     From Canvas Y: 6846210.0
     Downstream: NTruckeeDt_CF

     Route: Muskingum Cunge
     Channel: 8-point
     Length: 31331
     Energy Slope: 0.0021
     Mannings n: 0.035
     Left Mannings n: 0.075
     Right Mannings n: 0.075
     Cross Section Name: TruckeeRv_R30
     Initial Variable: Combined Inflow
     Space-Time Method: Automatic DX and DT
     Index Parameter Type: Index Celerity
     Index Celerity: 5
     Maximum Depth Iterations: 20
     Maximum Route Step Iterations: 30
     Channel Loss: None
End:

Subbasin: NTruckeeDt_S20
     Last Modified Date: 22 June 2019
     Last Modified Time: 04:04:59
     Latitude Degrees:  39.64416666666666
     Longitude Degrees: -119.68861111111111
     Canvas X: -6541097.95352853
     Canvas Y: 6879512.257057074
     Area: 76.1
     Downstream: SpanishSprings
     Observed Swe Gage: NTruckeeDt_S20

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 2.5
     Initial Deficit: 2.29
     Maximum Deficit: 6.87
     Percolation Rate: 0.55
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 4.90
     Storage Coefficient: 14.71
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.05
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 29
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.05
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 981
     GW-2 Initial Flow/Area Ratio: 0.01
End:

Junction: SpanishSprings
     Last Modified Date: 10 February 2019
     Last Modified Time: 22:21:59
     Canvas X: -6558220.0
     Canvas Y: 6855290.0
     Computation Point: Yes
     Observed Hydrograph Gage: SpanishSprings
     Downstream: NTruckeeDt_R10
End:

Reach: NTruckeeDt_R10
     Last Modified Date: 11 March 2019
     Last Modified Time: 02:49:12
     Canvas X: -6558460.0
     Canvas Y: 6841230.0
     From Canvas X: -6558220.0
     From Canvas Y: 6855290.0
     Downstream: BigFishDrive

     Route: Muskingum Cunge
     Channel: 8-point
     Length: 20990
     Energy Slope: 0.0018
     Mannings n: 0.035
     Left Mannings n: 0.075
     Right Mannings n: 0.075
     Cross Section Name: NTruckeeDt_R10
     Initial Variable: Combined Inflow
     Space-Time Method: Automatic DX and DT
     Index Parameter Type: Index Celerity
     Index Celerity: 5
     Maximum Depth Iterations: 20
     Maximum Route Step Iterations: 30
     Channel Loss: None
End:

Subbasin: NTruckeeDt_S10
     Last Modified Date: 22 June 2019
     Last Modified Time: 04:05:59
     Latitude Degrees:  39.555761701594
     Longitude Degrees: -119.69749088919549
     Canvas X: -6551535.155700834
     Canvas Y: 6848643.6997064585
     Area: 13.7
     Downstream: BigFishDrive
     Observed Swe Gage: NTruckeeDt_S10

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 5.0
     Initial Deficit: 1.54
     Maximum Deficit: 4.63
     Percolation Rate: 0.43
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 3.14
     Storage Coefficient: 9.43
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.05
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 19
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.05
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 628
     GW-2 Initial Flow/Area Ratio: 0.01
End:

Junction: BigFishDrive
     Last Modified Date: 10 February 2019
     Last Modified Time: 22:21:57
     Canvas X: -6558460.0
     Canvas Y: 6841230.0
     Computation Point: Yes
     Observed Hydrograph Gage: BigFishDrive
     Downstream: NTruckeeDt_CF
End:

Subbasin: TruckeeRv_S30
     Last Modified Date: 22 June 2019
     Last Modified Time: 04:16:56
     Latitude Degrees:  39.564166666666665
     Longitude Degrees: -119.78333333333333
     Canvas X: -6574025.842837745
     Canvas Y: 6857570.7239490785
     Area: 32.4
     Downstream: NTruckeeDt_CF
     Observed Swe Gage: TruckeeRv_S30

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 10.0
     Initial Deficit: 2.30
     Maximum Deficit: 6.93
     Percolation Rate: 0.59
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 4.73
     Storage Coefficient: 14.19
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.50
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 14
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.50
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 473
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: NTruckeeDt_CF
     Last Modified Date: 28 March 2018
     Last Modified Time: 12:00:00
     Canvas X: -6556900.0
     Canvas Y: 6836890.0
     Downstream: Vista
End:

Subbasin: SteamboatCk_S40
     Last Modified Date: 8 May 2020
     Last Modified Time: 19:19:08
     Latitude Degrees:  39.26583333333333
     Longitude Degrees: -119.81722222222221
     Canvas X: -6610372.642674921
     Canvas Y: 6753624.50995795
     Area: 83.9
     Downstream: WashoeLk_IN
     Observed Swe Gage: SteamboatCk_S40

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 11.4
     Initial Deficit: 1.83
     Maximum Deficit: 5.50
     Percolation Rate: 0.29
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 3.83
     Storage Coefficient: 11.50
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.10
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 12
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.05
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 1150
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: WashoeLk_IN
     Last Modified Date: 21 June 2019
     Last Modified Time: 05:12:58
     Canvas X: -6604375.126125057
     Canvas Y: 6766391.303551926
     Downstream: WashoeLake
End:

Reservoir: WashoeLake
     Last Modified Date: 22 June 2019
     Last Modified Time: 04:14:41
     Canvas X: -6601933.202977243
     Canvas Y: 6772129.82294929
     From Canvas X: -6601933.202977243
     From Canvas Y: 6772129.82294929
     Downstream: WashoeLk_OUT

     Route: Controlled Outflow
     Observed Pool Elevation Gage: WashoeLakeRes_daily
     Routing Curve: Elevation-Area
     Initial Elevation: 5021
     Elevation-Area Table: WashoeLake_ElevArea
     Adaptive Control: On
     Main Tailwater Condition: None
     Auxiliary Tailwater Condition: None

     Spillway: Broad-Crested Spillway
     Spillway Outlet: Main
     Spillway Crest Length: 10
     Spillway Crest Elevation: 5031
     Spillway Coefficient: 3.08
     End Spillway:

     Spillway: Broad-Crested Spillway
     Spillway Outlet: Main
     Spillway Crest Length: 50
     Spillway Crest Elevation: 5036
     Spillway Coefficient: 3.08
     End Spillway:

     Evaporation Method: Monthly Evaporation
     Evaporation Rate: 0
     Evaporation Rate: 0.25
     Evaporation Rate: 0.5
     Evaporation Rate: 1
     Evaporation Rate: 1.5
     Evaporation Rate: 2
     Evaporation Rate: 2.25
     Evaporation Rate: 2
     Evaporation Rate: 1.5
     Evaporation Rate: 0.5
     Evaporation Rate: 0.25
     Evaporation Rate: 0
     End Evaporation:
End:

Junction: WashoeLk_OUT
     Last Modified Date: 21 June 2019
     Last Modified Time: 05:13:12
     Canvas X: -6600450.0
     Canvas Y: 6775390.0
     Downstream: SteamboatCk_R30
End:

Reach: SteamboatCk_R30
     Last Modified Date: 11 March 2019
     Last Modified Time: 02:49:12
     Canvas X: -6580270.0
     Canvas Y: 6788190.0
     From Canvas X: -6600450.0
     From Canvas Y: 6775390.0
     Downstream: Steamboat

     Route: Muskingum Cunge
     Channel: 8-point
     Length: 29447
     Energy Slope: 0.0149
     Mannings n: 0.035
     Left Mannings n: 0.075
     Right Mannings n: 0.075
     Cross Section Name: SteamboatCk_R30
     Initial Variable: Combined Inflow
     Space-Time Method: Automatic DX and DT
     Index Parameter Type: Index Celerity
     Index Celerity: 5
     Maximum Depth Iterations: 20
     Maximum Route Step Iterations: 30
     Channel Loss: None
End:

Subbasin: SteamboatCk_S30
     Last Modified Date: 22 June 2019
     Last Modified Time: 04:13:21
     Latitude Degrees:  39.34777777777778
     Longitude Degrees: -119.81416666666667
     Canvas X: -6602039.269498417
     Canvas Y: 6782648.027226437
     Area: 38.6
     Downstream: Steamboat
     Observed Swe Gage: SteamboatCk_S30

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 2.8
     Initial Deficit: 2.65
     Maximum Deficit: 7.96
     Percolation Rate: 0.28
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 9.81
     Storage Coefficient: 2.94
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.10
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 10
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.10
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 981
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: Steamboat
     Last Modified Date: 21 June 2019
     Last Modified Time: 23:14:11
     Canvas X: -6580270.0
     Canvas Y: 6788190.0
     Computation Point: Yes
     Observed Hydrograph Gage: Steamboat
     Downstream: SteamboatCk_R20
End:

Reach: SteamboatCk_R20
     Last Modified Date: 11 March 2019
     Last Modified Time: 02:49:12
     Canvas X: -6568110.0
     Canvas Y: 6818710.0
     From Canvas X: -6580270.0
     From Canvas Y: 6788190.0
     Downstream: ShortLane

     Route: Muskingum Cunge
     Channel: 8-point
     Length: 41978
     Energy Slope: 0.0045
     Mannings n: 0.035
     Left Mannings n: 0.075
     Right Mannings n: 0.075
     Cross Section Name: SteamboatCk_R20
     Initial Variable: Combined Inflow
     Space-Time Method: Automatic DX and DT
     Index Parameter Type: Index Celerity
     Index Celerity: 5
     Maximum Depth Iterations: 20
     Maximum Route Step Iterations: 30
     Channel Loss: None
End:

Subbasin: SteamboatCk_S20
     Last Modified Date: 15 August 2019
     Last Modified Time: 18:00:38
     Latitude Degrees:  39.39361111111111
     Longitude Degrees: -119.76555581134406
     Canvas X: -6584702.280584012
     Canvas Y: 6795614.711650024
     Area: 69.1
     Downstream: ShortLane
     Observed Swe Gage: SteamboatCk_S20

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 5.0
     Initial Deficit: 2.19
     Maximum Deficit: 6.56
     Percolation Rate: 0.37
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 4.01
     Storage Coefficient: 12.04
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.05
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 60
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.10
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 1204
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: ShortLane
     Last Modified Date: 21 June 2019
     Last Modified Time: 23:14:24
     Canvas X: -6568110.0
     Canvas Y: 6818710.0
     Computation Point: Yes
     Observed Hydrograph Gage: ShortLane
     Downstream: SteamboatCk_R10
End:

Reach: SteamboatCk_R10
     Last Modified Date: 11 March 2019
     Last Modified Time: 02:49:12
     Canvas X: -6559450.0
     Canvas Y: 6834420.0
     From Canvas X: -6568110.0
     From Canvas Y: 6818710.0
     Downstream: Cleanwater

     Route: Muskingum Cunge
     Channel: 8-point
     Length: 27085
     Energy Slope: 0.0012
     Mannings n: 0.035
     Left Mannings n: 0.075
     Right Mannings n: 0.075
     Cross Section Name: SteamboatCk_R10
     Initial Variable: Combined Inflow
     Space-Time Method: Automatic DX and DT
     Index Parameter Type: Index Celerity
     Index Celerity: 5
     Maximum Depth Iterations: 20
     Maximum Route Step Iterations: 30
     Channel Loss: None
End:

Subbasin: SteamboatCk_S10
     Last Modified Date: 22 June 2019
     Last Modified Time: 04:11:06
     Latitude Degrees:  39.46555555555556
     Longitude Degrees: -119.80222222222221
     Canvas X: -6588109.895256058
     Canvas Y: 6823748.948608556
     Area: 54.1
     Downstream: Cleanwater
     Observed Swe Gage: SteamboatCk_S10

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 10.0
     Initial Deficit: 2.77
     Maximum Deficit: 8.31
     Percolation Rate: 0.26
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 8.93
     Storage Coefficient: 13.40
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.10
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 54
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.10
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 1117
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: Cleanwater
     Last Modified Date: 21 June 2019
     Last Modified Time: 23:15:28
     Canvas X: -6559450.0
     Canvas Y: 6834420.0
     Computation Point: Yes
     Reference Flow: 3870
     Reference Flow Label: peak flow = 3870 cfs
     Observed Hydrograph Gage: Cleanwater_daily
     Downstream: Vista
End:

Junction: Vista
     Last Modified Date: 10 February 2019
     Last Modified Time: 22:21:45
     Canvas X: -6555690.0
     Canvas Y: 6836310.0
     Computation Point: Yes
     Observed Hydrograph Gage: Vista
     Downstream: TruckeeRv_R20
End:

Reach: TruckeeRv_R20
     Last Modified Date: 11 March 2019
     Last Modified Time: 02:49:12
     Canvas X: -6512400.0
     Canvas Y: 6839020.0
     From Canvas X: -6555690.0
     From Canvas Y: 6836310.0
     Downstream: Tracy

     Route: Muskingum Cunge
     Channel: 8-point
     Length: 56966
     Energy Slope: 0.0019
     Mannings n: 0.035
     Left Mannings n: 0.075
     Right Mannings n: 0.075
     Cross Section Name: TruckeeRv_R20
     Initial Variable: Combined Inflow
     Space-Time Method: Automatic DX and DT
     Index Parameter Type: Index Celerity
     Index Celerity: 5
     Maximum Depth Iterations: 20
     Maximum Route Step Iterations: 30
     Channel Loss: None
End:

Subbasin: TruckeeRv_S20
     Last Modified Date: 30 May 2020
     Last Modified Time: 07:22:41
     Latitude Degrees:  39.45444444444445
     Longitude Degrees: -119.59805555555555
     Canvas X: -6533786.101274751
     Canvas Y: 6805741.850797914
     Area: 128.8
     Downstream: Tracy
     Observed Swe Gage: TruckeeRv_S20

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 1.7
     Initial Deficit: 1.50
     Maximum Deficit: 9.02
     Percolation Rate: 0.47
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 6.86
     Storage Coefficient: 20.59
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.40
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 21
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.20
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 686
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: Tracy
     Last Modified Date: 10 February 2019
     Last Modified Time: 22:22:12
     Canvas X: -6512400.0
     Canvas Y: 6839020.0
     Computation Point: Yes
     Observed Hydrograph Gage: Tracy
     Downstream: TruckeeRv_R10
End:

Reach: TruckeeRv_R10
     Last Modified Date: 11 March 2019
     Last Modified Time: 02:49:12
     Canvas X: -6482110.0
     Canvas Y: 6842630.0
     From Canvas X: -6512400.0
     From Canvas Y: 6839020.0
     Downstream: DerbyDam_IN

     Route: Muskingum Cunge
     Channel: 8-point
     Length: 41857
     Energy Slope: 0.0017
     Mannings n: 0.035
     Left Mannings n: 0.075
     Right Mannings n: 0.075
     Cross Section Name: TruckeeRv_R10
     Initial Variable: Combined Inflow
     Space-Time Method: Automatic DX and DT
     Index Parameter Type: Index Celerity
     Index Celerity: 5
     Maximum Depth Iterations: 20
     Maximum Route Step Iterations: 30
     Channel Loss: None
End:

Subbasin: TruckeeRv_S10
     Last Modified Date: 22 June 2019
     Last Modified Time: 04:05:59
     Latitude Degrees:  39.54897430542975
     Longitude Degrees: -119.48462078477853
     Canvas X: -6494500.854826498
     Canvas Y: 6831612.8580692215
     Area: 116.0
     Downstream: DerbyDam_IN
     Observed Swe Gage: TruckeeRv_S10

     Canopy: Simple
     Allow Simultaneous Precip Et: No
     Plant Uptake Method: Simple
     Initial Canopy Storage Percent: 0
     Canopy Storage Capacity: 0
     Crop Coefficient: 1.0
     End Canopy:

     Surface: None

     LossRate: Deficit Constant
     Percent Impervious Area: 1.0
     Initial Deficit: 0.98
     Maximum Deficit: 5.88
     Percolation Rate: 0.53
     Recovery Factor: 1.0

     Transform: Modified Clark
     Time of Concentration: 4.05
     Storage Coefficient: 12.16
     Grid Region Name: Truckee_River

     Baseflow: Linear Reservoir
     Groundwater Layer: 1
     GW-1 Baseflow Fraction: 0.10
     GW-1 Number Reservoirs: 1
     GW-1 Routing Coefficient: 12
     GW-1 Initial Flow/Area Ratio: 0.00
     Groundwater Layer: 2
     GW-2 Baseflow Fraction: 0.10
     GW-2 Number Reservoirs: 1
     GW-2 Routing Coefficient: 405
     GW-2 Initial Flow/Area Ratio: 0.10
End:

Junction: DerbyDam_IN
     Last Modified Date: 16 April 2019
     Last Modified Time: 21:34:44
     Canvas X: -6482110.0
     Canvas Y: 6842630.0
     Computation Point: Yes
     Observed Hydrograph Gage: DerbyDam_IN
End:

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

Basin Spatial Properties:
     Coordinate System: PROJCS["USA_Contiguous_Albers_Equal_Area_Conic_USGS_version",GEOGCS["GCS_North_American_1983",DATUM["North_American_Datum_1983",SPHEROID["GRS_1980",6378137.0,298.257222101]],PRIMEM["Greenwich",0.0],UNIT["Degree",0.0174532925199433]],PROJECTION["Albers_Conic_Equal_Area"],PARAMETER["False_Easting",0.0],PARAMETER["False_Northing",0.0],PARAMETER["longitude_of_center",-96.0],PARAMETER["Standard_Parallel_1",29.5],PARAMETER["Standard_Parallel_2",45.5],PARAMETER["latitude_of_center",23.0],UNIT["Foot_US",0.3048006096012192]]
End:

Basin Schematic Properties:
     Last View N: 6928125.5084
     Last View S: 6558044.4916
     Last View W: -6780124.8476
     Last View E: -6436065.1524
     Maximum View N: 6893191.186775439
     Maximum View S: 6592254.732971415
     Maximum View W: -6746583.735067542
     Maximum View E: -6469516.012615832
     Extent Method: Elements
     Buffer: 10
     Draw Icons: Yes
     Draw Icon Labels: Name
     Draw Map Objects: No
     Draw Gridlines: Yes
     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: Yes
     Fix Hydrologic Order: No
End:

Computation Point: SouthLakeTahoe
     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: 

Computation Point: TroutCreek
     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: 

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

Computation Point: LakeTahoe
     Parameter Set: 1
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     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: 
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     Graph Definition: 
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End Computation Point: 

Computation Point: Truckee
     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
     End Parameter Set:

     Graph Definition: 
     End Graph Definition: 

     Graph Definition: 
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     Graph Definition: 
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     Graph Definition: 
     End Graph Definition: 

     Graph Definition: 
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End Computation Point: 

Computation Point: DonnerLake_IN
     Parameter Set: 1
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     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: 
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     Graph Definition: 
     End Graph Definition: 

End Computation Point: 

Computation Point: DonnerLake
     Parameter Set: 1
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     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: 
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     Graph Definition: 
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End Computation Point: 

Computation Point: Hwy89
     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: 
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End Computation Point: 

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

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

Computation Point: ProsserCreek_IN
     Parameter Set: 1
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     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: 
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     Graph Definition: 
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     Graph Definition: 
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     Graph Definition: 
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End Computation Point: 

Computation Point: ProsserCreek
     Parameter Set: 1
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     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: 
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     Graph Definition: 
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     Graph Definition: 
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     Graph Definition: 
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End Computation Point: 

Computation Point: Stampede_IN
     Parameter Set: 1
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     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: 
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     Graph Definition: 
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End Computation Point: 

Computation Point: Stampede
     Parameter Set: 1
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     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: 
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     Graph Definition: 
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End Computation Point: 

Computation Point: abBocaDam
     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: 

Computation Point: Boca_IN
     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: 

Computation Point: BocaDam
     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: 

Computation Point: BocaBridge
     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: 

Computation Point: Farad
     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: 

Computation Point: DogCreek
     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: 

Computation Point: Mogul
     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: 

Computation Point: Reno
     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: 

Computation Point: SpanishSprings
     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: 

Computation Point: BigFishDrive
     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: 

Computation Point: Steamboat
     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: 

Computation Point: ShortLane
     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: 

Computation Point: Cleanwater
     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: 

Computation Point: Vista
     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: 

Computation Point: Tracy
     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: 

Computation Point: DerbyDam_IN
     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: 
