Plan Title=Existing

Program Version=4.10

Short Identifier=EX

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=True

Encroach Param=-1 ,0,0, 0

Optimized Weir=River #1 ,Reach #1 ,1144.5

Optimized Weir=River #1 ,Reach #1 ,1127.5

Optimized Weir=River #1 ,Reach #1 ,1124.5

Optimized Weir=River #1 ,Reach #1 ,1116.5

Optimized Weir=River #1 ,Reach #1 ,1116.4

Optimized Weir=River #1 ,Reach #1 ,1105.5

Optimized Weir=River #1 ,Reach #1 ,1101.3

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= 0.05

UNET QTol=

UNET MxIter= 20

UNET MaxInSteps= 0

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= 0

UNET Use Existing IB Tables=-1

UNET Froude Reduction=False

UNET Froude Limit= 1

UNET Froude Power= 10

UNET Time Slicing=0,0, 5

UNET Junction Losses=0

Instantaneous Interval=1HOUR

Write IC File= 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

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 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=0

WQ Use Fixed Temperature=0

WQ Fixed Temperature=

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