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YoloBypass_2016.p01
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Plan Title=F17 Dec to Jun Flood 2
Program Version=5.07
Short Identifier=2017 Flood 2
Simulation Date=01Dec2016,0000,01Jun2017,0000
Geom File=g01
Flow File=u01
Subcritical Flow
K Sum by GR= 0
Std Step Tol= 0.01
Critical Tol= 0.01
Num of Std Step Trials= 20
Max Error Tol= 0.3
Flow Tol Ratio= 0.001
Split Flow NTrial= 30
Split Flow Tol= 0.02
Split Flow Ratio= 0.02
Log Output Level= 0
Friction Slope Method= 1
Unsteady Friction Slope Method= 2
Unsteady Bridges Friction Slope Method= 1
Parabolic Critical Depth
Global Vel Dist= 0 , 0 , 0
Global Log Level= 0
CheckData=True
Encroach Param=-1 ,0,0, 0
BEGIN DESCRIPTION:
This run has metric units on ALL boundaries.
END DESCRIPTION:
Computation Interval=5MIN
Output Interval=15MIN
Instantaneous Interval=1HOUR
Mapping Interval=1HOUR
Computation Time Step Use Courant= -1
Computation Time Step Use Time Series= 0
Computation Time Step Max Courant=3
Computation Time Step Min Courant=0.5
Computation Time Step Count To Double=4
Computation Time Step Max Doubling=4
Computation Time Step Max Halving=4
Computation Time Step Residence Courant=0
Run HTab=-1
Run UNet=-1
Run Sediment= 0
Run PostProcess=-1
Run WQNet= 0
Run RASMapper= 0
UNET Theta= 1
UNET Theta Warmup= 1
UNET ZTol= 0.01
UNET ZSATol= 0.01
UNET QTol=
UNET MxIter= 30
UNET Max Iter WO Improvement= 0
UNET MaxInSteps= 0
UNET DtIC= 3.402823E+38
UNET DtMin= 2.77778E-04
UNET MaxCRTS= 20
UNET WFStab= 3
UNET SFStab= 3
UNET WFX= 3
UNET SFX= 3
UNET 1D Methodology=Finite Difference
UNET DSS MLevel= 4
UNET Pardiso=-1
UNET DZMax Abort= 30
UNET Use Existing IB Tables=-1
UNET Froude Reduction=False
UNET Froude Limit= 0.8
UNET Froude Power= 4
UNET D1 Cores= 10
UNET D2 Coriolis=0
UNET D2 Cores= 10
UNET D2 Theta= 1
UNET D2 Theta Warmup= 1
UNET D2 Z Tol= 0.003
UNET D2 Volume Tol= 0.003
UNET D2 Max Iterations= 20
UNET D2 Equation= 0
UNET D2 TotalICTime=
UNET D2 RampUpFraction=0.5
UNET D2 TimeSlices= 1
UNET D2 Eddy Viscosity=
UNET D2 BCVolumeCheck=0
UNET D2 Latitude=
UNET D2 Name=Sutter Bypass
UNET D2 Theta= 1
UNET D2 Theta Warmup= 1
UNET D2 Z Tol= 0.003
UNET D2 Volume Tol= 0.003
UNET D2 Max Iterations= 20
UNET D2 Equation= 0
UNET D2 TotalICTime=1
UNET D2 RampUpFraction=0.5
UNET D2 TimeSlices= 1
UNET D2 Eddy Viscosity=
UNET D2 BCVolumeCheck=0
UNET D2 Latitude=
UNET D2 Name=Yolo Bypass
UNET D2 Theta= 1
UNET D2 Theta Warmup= 1
UNET D2 Z Tol= 0.003
UNET D2 Volume Tol= 0.003
UNET D2 Max Iterations= 20
UNET D2 Equation= 0
UNET D2 TotalICTime=
UNET D2 RampUpFraction=0.5
UNET D2 TimeSlices= 1
UNET D2 Eddy Viscosity=
UNET D2 BCVolumeCheck=0
UNET D2 Latitude=
UNET D1D2 MaxIter= 10
UNET D1D2 ZTol=0.003
UNET D1D2 QTol=0.1
UNET D1D2 MinQTol=0.03
DSS File=dss
Write IC File= 0
Write IC File at Fixed DateTime=0
IC Time=72,13DEC2008,0000
Write IC File Reoccurance=72
Write IC File at Sim End=-1
Echo Input=False
Echo Parameters=False
Echo Output=False
Write Detailed= 0
Computation Level Output WSErr=True
Computation Level Output FlowErr=True
Computation Level Output Invert=True
HDF Write Warmup=0
HDF Write Time Slices=0
HDF Flush=0
HDF Face Node Velocities=0
HDF Compression= 1
HDF Chunk Size= 1
HDF Spatial Parts= 1
HDF Use Max Rows=0
HDF Fixed Rows= 1
Stage Flow Hydrograph=FeatherRiver ,A ,12736.57
Stage Flow Hydrograph=Miner Slough ,Sutter to 2D ,6915.591
Stage Flow Hydrograph=Sacramento ,NCC to American ,106605.4
Stage Flow Hydrograph=Sacramento ,NCC to American ,78217.75
Stage Flow Hydrograph=Sacramento ,Amer to Sutt Sl ,72899.89
Stage Flow Hydrograph=Sacramento ,Amer to Sutt Sl ,50349.16
Stage Flow Hydrograph=Sacramento ,Steam to DCC ,22306.1*
Stage Flow Hydrograph=Sacramento ,Wilkins - A ,15379.1*
Stage Flow Hydrograph=Sacramento ,Georg to 2D ,19282.06
Stage Flow Hydrograph=Steamboat Slough,Sac to Sutter ,16027.84
Stage Flow Hydrograph=Sutter Slough ,Sac to Elk ,10665.02
Stage Flow Hydrograph=American ,A ,6.580
Stage Flow Hydrograph=Georgianna ,Georg to Sac ,352.133
Calibration Method= 0
Calibration Iterations= 10
Calibration Max Change=0.05
Calibration Tolerance=0.2
Calibration Maximum=1.5
Calibration Minimum=0.25
Calibration Optimization Method= 1
Calibration Window=16MAR2011,0000,06MAY2011,0000
Calibration Mann=FeatherRiver ,A ,46191.73,12736.57,0,FeatherRiver ,A ,13095.6*
Calibration Mann=Sutter Slough ,Sac to Elk ,10711.84,9914.063,0,Sutter Slough ,Sac to Elk ,10665.02
Calibration Mann=Georgianna ,Georg to Sac ,1718.89 ,123.8482,0,Sacramento ,Georg to 2D ,19282.06
Calibration Mann=Sacramento ,Sutt to Steam ,31893.07,29532.63,0,Sutter Slough ,Sac to Elk ,10665.02
Calibration Mann=Sacramento ,Steam to DCC ,29339.4 ,22306.1*,0,Sutter Slough ,Sac to Elk ,10665.02
Calibration Mann=Sacramento ,Steam to DCC ,22176.4*,20909.67,0,Sacramento ,Steam to DCC ,22306.1*
Calibration Mann=Sacramento ,DCC to Georg ,20776.3 ,19980.68,0,Sacramento ,Steam to DCC ,22306.1*
Calibration Mann=Sacramento ,Georg to 2D ,19783.05,19282.06,0,Sacramento ,Steam to DCC ,22306.1*
Calibration Mann=Sacramento ,Georg to 2D ,19187.7*,1657.251,0,Sacramento ,Georg to 2D ,19282.06
Calibration Mann=Steamboat Slough,Sac to Sutter ,18671.58,11565.12,0,Steamboat Slough,Sac to Sutter ,16027.84
Calibration Mann=Steamboat Slough,Sutter to 2D ,11481.18,1491.558,0,Steamboat Slough,Sac to Sutter ,16027.84
Calibration Mann=Sutter Slough ,Elk to Miner ,9830.021,3872.225,0,Sutter Slough ,Sac to Elk ,10665.02
Calibration Mann=Sacramento ,Amer to Sutt Sl ,72822.4*,50495.8*,0,Sacramento ,Amer to Sutt Sl ,72899.89
Calibration Forced Flow=Sacramento ,Amer to Sutt Sl ,50349.16
Calibration Forced Flow=Sacramento ,Georg to 2D ,19282.06
WQ AD Non Conservative
WQ ULTIMATE=-1
WQ Max Comp Step=1HOUR
WQ Output Interval=15MIN
WQ Output Selected Increments= 0
WQ Output face flow=0
WQ Output face velocity=0
WQ Output face area=0
WQ Output face dispersion=0
WQ Output cell volume=0
WQ Output cell surface area=0
WQ Output cell continuity=0
WQ Output cumulative cell continuity=0
WQ Output face conc=0
WQ Output face dconc_dx=0
WQ Output face courant=0
WQ Output face peclet=0
WQ Output face adv mass=0
WQ Output face disp mass=0
WQ Output cell mass=0
WQ Output cell source sink temp=0
WQ Output nsm pathways=0
WQ Output nsm derived pathways=0
WQ Output MaxMinRange=-1
WQ Daily Max Min Mean=-1
WQ Daily Range=0
WQ Daily Time=0
WQ Create Restart=0
WQ Fixed Restart=0
WQ Restart Simtime=
WQ Restart Date=
WQ Restart Hour=
WQ System Summary=0
WQ Write To DSS=0
WQ Use Fixed Temperature=0
WQ Fixed Temperature=
Sorting and Armoring Iterations= 10
XS Update Threshold= 0.02
Bed Roughness Predictor= 0
Hydraulics Update Threshold= 0.02
Energy Slope Method= 1
Volume Change Method= 1
Sediment Retention Method= 0
XS Weighting Method= 0
Number of US Weighted Cross Sections= 1
Number of DS Weighted Cross Sections= 1
Upstream XS Weight=0
Main XS Weight=1
Downstream XS Weight=0
Number of DS XS's Weighted with US Boundary= 1
Upstream Boundary Weight= 1
Weight of XSs Associated with US Boundary= 0
Number of US XS's Weighted with DS Boundary= 1
Downstream Boundary Weight= 0.5
Weight of XSs Associated with DS Boundary= 0.5
Percentile Method= 0
Sediment Output Level= 4
Mass or Volume Output= 0
Output Increment Type= 1
Profile and TS Output Increment= 1
XS Output Flag= 0
XS Output Increment= 10
Write Gradation File= 0
Read Gradation Hotstart= 0
Gradation File Name=
Write HDF5 File= 1
Write Binary Output= 1
Write DSS Sediment File= 0
SV Curve= 0
Specific Gage Flag= 0