Commit 66219fac authored by Domanski, Marian M.'s avatar Domanski, Marian M.
Browse files

re-add stead flume test files for crlf endings

parent 897837f8
Flow Title=Flow 01
Program Version=5.03
Number of Profiles= 1
Profile Names=PF 1
River Rch & RM=Rectangular,1 ,20
25
Boundary for River Rch & Prof#=Rectangular,1 , 1
Up Type= 0
Dn Type= 3
Dn Slope=0.00001
DSS Import StartDate=
DSS Import StartTime=
DSS Import EndDate=
DSS Import EndTime=
DSS Import GetInterval= 0
DSS Import Interval=
DSS Import GetPeak= 0
DSS Import FillOption= 0
Geom Title=rect
Program Version=5.03
Viewing Rectangle= 0 , 1 , 1 , 0
River Reach=Rectangular ,1
Reach XY= 2
-0.2527743526510.859432799013560.745992601726260.38224414303329
Rch Text X Y=-0.0030826,0.7401356
Reverse River Text= 0
Type RM Length L Ch R = 1 ,20 ,10000,10000,10000
BEGIN DESCRIPTION:
Mid Section
Upper CS
END DESCRIPTION:
Node Last Edited Time=Mar/21/2017 14:22:11
#Sta/Elev= 6
0 10.02 50 10.02 50 5 150 5 150 10.02
200 10.02
#Mann= 3 , 0 , 0
0 .01 0 50 .034 0 150 .01 0
Bank Sta=50,150
XS Rating Curve= 0 ,0
XS HTab Starting El and Incr=5.15,0.24, 20
XS HTab Horizontal Distribution= 5 , 5 , 5
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,10 ,10000,10000,10000
BEGIN DESCRIPTION:
Mid Section
END DESCRIPTION:
Node Last Edited Time=Mar/21/2017 14:21:41
#Sta/Elev= 6
0 10.01 50 10.01 50 4.9 150 4.9 150 10.01
200 10.01
#Mann= 3 , 0 , 0
0 .01 0 50 .034 0 150 .01 0
Bank Sta=50,150
XS Rating Curve= 0 ,0
XS HTab Starting El and Incr=5.14,0.24, 20
XS HTab Horizontal Distribution= 5 , 5 , 5
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,0 ,0,0,0
BEGIN DESCRIPTION:
downstream
END DESCRIPTION:
Node Last Edited Time=Mar/21/2017 14:22:41
#Sta/Elev= 6
0 10 50 10 50 4.8 150 4.8 150 10
200 10
#Mann= 3 , 0 , 0
0 .01 0 50 .034 0 150 .01 0
Bank Sta=50,150
XS Rating Curve= 0 ,0
XS HTab Starting El and Incr=5.13,0.24, 20
XS HTab Horizontal Distribution= 5 , 5 , 5
Exp/Cntr=0.3,0.1
LCMann Time=Dec/30/1899 00:00:00
LCMann Region Time=Dec/30/1899 00:00:00
LCMann Table=0
Chan Stop Cuts=-1
Use User Specified Reach Order=0
GIS Ratio Cuts To Invert=-1
GIS Limit At Bridges=0
Composite Channel Slope=5
File suppressed by a .gitattributes entry or the file's encoding is unsupported.
Plan Title=case1
Program Version=5.03
Short Identifier=01
Simulation Date=,,,
Geom File=g01
Flow File=f01
Subcritical Flow
K Sum by GR= 0
Std Step Tol= 0.003
Critical Tol= 0.003
Num of Std Step Trials= 20
Max Error Tol= 0.1
Flow Tol Ratio= 0.001
Split Flow NTrial= 30
Split Flow Tol= 0.006
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:
rectangular flume with s=0.00001 m/m
END DESCRIPTION:
Computation Interval=1MIN
Output Interval=1HOUR
Instantaneous Interval=1HOUR
Mapping Interval=1HOUR
Run HTab= 0
Run UNet= 0
Run Sediment= 0
Run PostProcess= 0
Run WQNet= 0
Run RASMapper= 0
UNET Theta= 1
UNET Theta Warmup= 1
UNET ZTol= 0.006
UNET ZSATol= 0.006
UNET QTol=
UNET MxIter= 20
UNET Max Iter WO Improvement= 0
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 Pardiso=0
UNET DZMax Abort= 30
UNET Use Existing IB Tables=-1
UNET Froude Reduction=False
UNET Froude Limit= 0.8
UNET Froude Power= 4
UNET Time Slicing=0,0, 5
UNET D1 Cores= 0
UNET D2 Coriolis=0
UNET D2 Cores= 0
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=0.1
UNET D2 TimeSlices= 1
UNET D2 Eddy Viscosity=
UNET D2 BCVolumeCheck=0
UNET D2 Latitude=
UNET D1D2 MaxIter= 0
UNET D1D2 ZTol=0.003
UNET D1D2 QTol=0.1
UNET D1D2 MinQTol=0.03
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 Face Node Velocities=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 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 DSS Sediment File= 0
SV Curve= 0
Specific Gage Flag= 0
File suppressed by a .gitattributes entry or the file's encoding is unsupported.
Proj Title=rectangular-flume
Current Plan=p01
Default Exp/Contr=0.3,0.1
SI Units
Geom File=g01
Flow File=f01
Plan File=p01
Y Axis Title=Elevation
X Axis Title(PF)=Main Channel Distance
X Axis Title(XS)=Station
BEGIN DESCRIPTION:
END DESCRIPTION:
DSS Start Date=
DSS Start Time=
DSS End Date=
DSS End Time=
DSS Export Filename=
DSS Export Rating Curves= 0
DSS Export Rating Curve Sorted= 0
DSS Export Volume Flow Curves= 0
DXF Filename=
DXF OffsetX= 0
DXF OffsetY= 0
DXF ScaleX= 1
DXF ScaleY= 10
GIS Export Profiles= 0
HEC-RAS 5.0.3 September 2016
Section - Arrays Sizes
01
1 1 0 9 18 F
2 1 0 0
3 3 0 0 0 0 0 0
0 0 0 F F 0 0 0 0 0 0 0
0 0 F T 0 0 0 F 0 0 F
0
0 0
1 1 0 F T F 0 3 30 F F F 0
2
0 .01 F .0098 20 .3281 .0098 F 5 T F
Section - Expansion and Contraction Coefficients
.1 .3 1
Section - Job Control
1 1 1 F F 1
Section - Flow Data
1 0PF 1
882.8666 1
1 0PF 2
4414.333 1
Section - Flow and Seasonal Roughness Flag (plan)
F F
Section - Junction Information
Section - Reach Boundaries
T T 1 3 Rectangular F F
0 0
0 0
3 0 .00001
3 0 .00001
Section - Encroachment Data
Section - Observed Water Surface Data
Section - Roughness Change Factors
Section - Breach Data
Section - Storage Area Data
Section - Storage Area Connection Data
Section - Pump Station Data
Section - River Reach Data
NODE 11 20 32808.4 32808.4 32808.4 0 -0.829 2.82
1 F
6
0 32.874 164.042 32.874 164.042 16.404 492.126 16.404 492.126 32.874
656.168 32.874
Section - XS Manning's/Roughness Data
3 F F 0
0 .01 164.042 .034 492.126 .01
F F 164.042 492.126 F F
0 0 F
0 F
NODE 11 10 32808.4 32808.4 32808.4 0 0.809 2.037
1 F
6
0 32.841 164.042 32.841 164.042 16.076 492.126 16.076 492.126 32.841
656.168 32.841
Section - XS Manning's/Roughness Data
3 F F 0
0 .01 164.042 .034 492.126 .01
F F 164.042 492.126 F F
0 0 F
0 F
NODE 11 0 0 0 0 0 2.447 1.254
1 F
6
0 32.808 164.042 32.808 164.042 15.748 492.126 15.748 492.126 32.808
656.168 32.808
Section - XS Manning's/Roughness Data
3 F F 0
0 .01 164.042 .034 492.126 .01
F F 164.042 492.126 F F
0 0 F
0 F
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