Plan Title=Floodplain
Program Version=6.60
Short Identifier=Floodplain                                                      
Simulation Date=,,,
Geom File=g01
Flow File=f01
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=False
Encroach Param=-1 ,0,0, 0 
Flow Ratio Target=
Flow Ratio Tolerance=0.1
Flow Ratio Initial Ratio=
Flow Ratio Min Ratio=0.5
Flow Ratio Max Ratio=4
Flow Ratio Max Iterations= 10 
Flow Ratio Reference=
Computation Interval=
Output Interval=
Instantaneous Interval=
Mapping Interval=1HOUR
Computation Time Step Use Courant=        0
Computation Time Step Use Time Series=    0
Computation Time Step Max Courant=
Computation Time Step Min Courant=
Computation Time Step Count To Double=0
Computation Time Step Max Doubling=0
Computation Time Step Max Halving=0
Computation Time Step Residence Courant=0
Run HTab= 0 
Run UNet= 0 
Run Sediment= 0 
Run PostProcess= 0 
Run WQNet= 0 
Run RASMapper=-1 
UNET Theta= 0 
UNET Theta Warmup= 0 
UNET ZTol= 0 
UNET ZSATol= 0 
UNET QTol=
UNET MxIter= 0 
UNET Max Iter WO Improvement= 0 
UNET MaxInSteps= 0 
UNET DtIC= 0 
UNET DtMin= 0 
UNET MaxCRTS= 0 
UNET WFStab= 0 
UNET SFStab= 0 
UNET WFX= 1 
UNET SFX= 1 
UNET Gravity=32.17405
UNET 1D Methodology=Finite Difference
UNET DSS MLevel= 1 
UNET Pardiso=0
UNET DZMax Abort= 0 
UNET Use Existing IB Tables= 0 
UNET Froude Reduction=False
UNET Froude Limit= 0 
UNET Froude Power= 0 
UNET D1 Cores= 0 
UNET WindReference=Eulerian
UNET WindDragFormulation=Hsu (1988)
UNET D2 Coriolis=0
UNET D2 Cores= 0 
UNET D2 Theta= 1 
UNET D2 Theta Warmup= 1 
UNET D2 Z Tol= 0.01 
UNET D2 Volume Tol= 0.01 
UNET D2 Max Iterations= 20 
UNET D2 Advanced Convergence=0
UNET D2 WS Max Tol=0.15
UNET D2 WS RMS Tol=0.002
UNET D2 WS Stall Tol=1
UNET D2 Equation= 0 
UNET D2 TotalICTime=
UNET D2 RampUpFraction=0.1
UNET D2 TimeSlices= 1 
UNET D2 Turbulence Formulation=Non-Conservative (original)
UNET D2 Eddy Viscosity=0.3
UNET D2 Transverse Eddy Viscosity=0.1
UNET D2 Smagorinsky Mixing=0
UNET D2 BCVolumeCheck=0
UNET D2 Latitude=
UNET D2 Cores=0
UNET D2 SolverType=PARDISO (Direct)
UNET D2 Minimum Iterations= 3 
UNET D2 Maximum Iterations= 30 
UNET D2 Restart Number= 10 
UNET D2 Relaxation Coeff=1.3
UNET D2 SOR Precondition Iterations= 10 
UNET D2 ILUT Maximum Fill= 8 
UNET D2 ILUT Tolerance=1E-08
UNET D2 Convergence Tolerance=0.00001
PS Theta= 1 
PS WS Tol= 0.01 
PS Volume Tol= 0.01 
PS Max Iterations= 20 
PS Equation= 0 
PS Advance Time Step=-1
PS Target Courant=0.9
PS Time Slices= 1 
PS Iterate With 2D=0
PS Project Initial WSE from DS=-1
PS Ramp Up Initial WSE from US=-1
PS Cores=0
UNET D1D2 MaxIter= 0 
UNET D1D2 ZTol=0.01
UNET D1D2 QTol=0.1
UNET D1D2 MinQTol=1
Write IC File= 0 
Write IC File at Fixed DateTime=0
IC Time=,,
Write IC File Reoccurance=
Write IC File at Sim End=0
Echo Input=False
Echo Parameters=False
Echo Output=False
Write Detailed= 0 
HDF Write Warmup=0
HDF Write Time Slices=0
HDF Flush=0
HDF Compression= 1 
HDF Chunk Size= 1 
HDF Spatial Parts= 1 
HDF Use Max Rows=0
HDF Fixed Rows= 1 
Calibration Method= 0 
Calibration Iterations= 20 
Calibration Max Change=0.05
Calibration Tolerance=0.2
Calibration Maximum=1.5
Calibration Minimum=0.5
Calibration Optimization Method= 1 
Calibration Window=,,,
WQ AD Non Conservative
WQ ULTIMATE=-1
WQ Max Comp Step=1HOUR
WQ Output Interval=15MIN
WQ Output Selected Increments= 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
Sorting and Armoring Iterations= 10 
XS Update Threshold= 0.02 
Bed Roughness Predictor= 0 
Processes Affected by Predictor=Sediment Only
Hydraulics Update Threshold= 0.02 
Energy Slope Method= 1 
Volume Change Method= 1 
Sediment Retention Method= 0 
Sediment TS Multiplier= 1 
Warm Up Method= 0 
Warm Up Duration=
Warm Up Duration - Concentration=
Warm Up Duration - Gradation=
Warm Up Duration - Bathymetry=
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= 3 
Mass or Volume Output= 0 
Output Increment Type= 1 
Profile and TS Output Increment= 1 
Transport Output Increment 1 
XS Output Flag= 0 
XS Output Increment= 10 
Read HDF5 Sediment Hotstart= 0 
Sediment Hotstart Type= 0 
Sediment Hotstart File=
Sediment Hotstart Date=
Sediment Hotstart Time=
Write Gradation File= 0 
Read Gradation Hotstart= 0 
Gradation File Name=
Write HDF5 File= 1 
Write Binary Output= 1 
Write DSS Sediment File= 0 
DSS Sediment Output Type= 1 
DSS Location=
Summary Reach=
SV Curve= 0 
Specific Gage Flag= 0 
Subcell Erosion Methods= 0 
Subcell Deposition Methods= 0 
Advection Scheme= 1 
Matrix Solver= 0 
Implicit Weighting Factor= 1 
Maximum Outer Loop Convergence Iterations= 5 
Convergence Maximum Absolute= 0.001 
Convergence RMSE= 0.0001 
Grain Fractions Max Abs Error= 0.001 
Max Subgrid Regions= 1 
Max Subgrid Length Scale= 3.402823E+38 
Initial Layer Thickness= 3 
Min Layer Thickness= 0.1 
Max Layer Thickness= 6 
Number of Layers= 5 
