Plan Title=Approximate Floodway
Program Version=4.00
Short Identifier=Plan02                                                          
Simulation Date=,,,
Geom File=g01
Flow File=f02
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 ,10,10, 2 
Encroach River=Perquimans River
Encroach Reach=Reach - 1       
Encroach Node=75588.91
       1 4448.05  5565.1
Encroach Node=74952.2 
       1 3731.79 5624.72
Encroach Node=74228.91
       1  2882.5 5744.25
Encroach Node=73585.1 
       1  4567.7    7692
Encroach Node=72946.8 
       1 4901.99 6112.54
Encroach Node=72424.91
       1 4647.43 5893.59
Encroach Node=71757.1 
       1 4214.75  5289.9
Encroach Node=70979.91
       1 4267.86 5283.31
Encroach Node=70062.2 
       1 4225.98 5032.79
Encroach Node=69476.3 
       1 4428.39 5321.51
Encroach Node=68725.7 
       1 4384.56 5310.12
Encroach Node=67943.8 
       1 3647.11 5221.29
Encroach Node=67483.1 
       1 4417.12 5250.66
Encroach Node=66936.8 
       1    4030 5054.38
Encroach Node=66421.5 
       1 4368.52 5478.54
Encroach Node=66005.2 
       1 4462.27 5654.41
Encroach Node=65583.7 
       1 4517.79 5365.96
Encroach Node=64807   
       1 3915.92 5034.03
Encroach Node=64103.9 
       1 3624.68 5281.07
Encroach Node=63285.2 
       1 3226.61  5020.6
Encroach Node=62629   
       1  3441.6  5020.7
Encroach Node=61892.8 
       1    3879  5060.5
Computation Interval=1HOUR
Output Interval=1HOUR
Run HTab= 0 
Run UNet= 0 
Run PostProcess= 0 
Run WQNet= 0 
UNET Theta= 1 
UNET Theta Warmup= 1 
UNET ZTol= 0.02 
UNET ZSATol= 0.1 
UNET QTol=
UNET MxIter= 20 
UNET MaxInSteps= 20 
UNET DtIC= 0 
UNET DtMin= 0 
UNET MaxCRTS= 20 
UNET WFStab= 2 
UNET SFStab= 1 
UNET WFX= 1 
UNET SFX= 1 
UNET DSS MLevel= 4 
UNET DZMax Abort= 100 
UNET Convert EG Bridges=-1 
UNET Use Existing IB Tables=-1 
UNET Froude Reduction=False
UNET Froude Limit= 1 
UNET Froude Power= 10 
UNET Time Slicing=0,0, 5 
Instantaneous Interval=1HOUR
Write IC File= 0 
IC Time=,,
Echo Input=False
Echo Output=False
Write Detailed= 0 
Detailed Automatic Start=False, 10 
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 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 cell source sink nsm=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=False
Sorting and Armoring Iterations= 10 
XS Update Threshold= 0.02 
Hydraulics Update Threshold= 0.02 
Energy Slope Method= 1 
Volume Change Method= 0 
XS Weighting Method= 0 
Number of US Weighted Cross Sections= 1 
Number of DS Weighted Cross Sections= 1 
Upstream XS Weight=0.25
Main XS Weight=0.5
Downstream XS Weight=0.25
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 
Sediment Output Level= 4 
Mass or Volume Output= 0 
Output Increment Type= 1 
Profile and TS Output Increment= 10 
XS Output Flag= 0 
XS Output Increment= 10 
Disregard all LS=0
Disregard all Conn=0
Disregard all Breaches=0
Disregard all Pumps=0
