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Commit d939fa03 authored by Domanski, Marian M.'s avatar Domanski, Marian M.
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add ras project test data

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......@@ -113,4 +113,4 @@ venv.bak/
MATLAB/
# RAS test data
test/data/RAS
# test/data/RAS
test/data/ras/steadyflume/rectangular-flume.f01 0 → 100644
View file @ d939fa03
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
test/data/ras/steadyflume/rectangular-flume.g01 0 → 100644
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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
test/data/ras/steadyflume/rectangular-flume.g01.hdf 0 → 100644
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File suppressed by a .gitattributes entry or the file's encoding is unsupported.
test/data/ras/steadyflume/rectangular-flume.p01 0 → 100644
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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
test/data/ras/steadyflume/rectangular-flume.p01.hdf 0 → 100644
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File suppressed by a .gitattributes entry or the file's encoding is unsupported.
test/data/ras/steadyflume/rectangular-flume.prj 0 → 100644
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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
test/data/ras/steadyflume/rectangular-flume.r01 0 → 100644
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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
test/data/ras/unsteadyflume/HEC-RASFlumeCase.b05 0 → 100644
View file @ d939fa03
HEC-RAS 5.0.5 June 2018
1 1 0 0
0 0
F
1
Initial Conditions Flow Information
1 Initial Profile
3.1E+38 1
Flow and Seasonal Roughness Flag (plan)
F F
2 0 0
3 01.14E-04
1 1 0 0
0 0
F
Project Title, Plan Title and Plan ShortID
HEC-RAS Flume Case
Flume Unsteady Example
Unsteady
Job Control Information
Computation Interval = 1MIN
Warmup Interval = 0
Instantaneous Profile = 1HOUR
Hydrograph Interval = 1HOUR
Theta Simulation = 1
Theta Warmup = 1
Friction Slope Method = 2
Maximum Iterations = 20
Max Iter WOImprovement= 0
Number Warmup Steps = 0
Abort DZ Tolerance = 30
DZ Tolerance = .006
DZSA Tolerance = .006
DQ Tolerance = 3.1E+38
Weir Flow Stability = 2
Spillway Stability = 1
Write Restart File = F F
Echo Input TS = F
Echo Parameters = F
Echo Output TS = F
DSS Message Level = 4
Write HDF5 File = T
Write DSS File = T
D:\py\FluEgg\test\data\ras\HEC-RAS Flume\HEC-RASFlumeCase.dss
Computational Time Window
Start Date/Time = 31Dec2016 2400
End Date/Time = 03Jan2017 1100
Initial Conditions (use restart file?)
F
Log File Information
F 0 0
Computation Level Output
T-3.4E+38 3.4E+38 F F F F F F F F F 1HOUR
Mixed Flow - Acceleration term reduction based on Froude number
F 4 .8 1
Number of Gate Groups and Internal Boundaries with Gates
0 0 0 0
Breach Data
0
Hydrograph Data
1
F F T F F
Upstream Flow Hydrograph
60
0 .05 1 .05 2 .05 3 .1 4 .1
5 .1 6 .15 7 .15 8 .15 9 .2
10 .2 11 .2 12 .25 13 .25 14 .25
15 .3 16 .3 17 .3 18 .35 19 .35
20 .35 21 .4 22 .4 23 .4 24 .45
25 .45 26 .45 27 .5 28 .5 29 .5
30 .45 31 .45 32 .45 33 .4 34 .4
35 .4 36 .35 37 .35 38 .35 39 .3
40 .3 41 .3 42 .25 43 .25 44 .25
45 .2 46 .2 47 .2 48 .15 49 .15
50 .15 51 .1 52 .1 53 .1 54 .05
55 .05 56 .05 57 .01 58 .01 59 .01
3.4E+38
F F F T F
Downstream Normal Depth
1.14E-04
Internal Observed Stage/Flow Boundaries
0
Ground Water Interflows
0
Old River Diversions
F
Lateral Inflows, Ungaged Lateral Inflows, Outlet TS, and Observed DSS
0 0 0 0
Stage and Flow Boundary and Ungaged Areas
0 0
Time Slicing Parameters
F
HYDROGRAPH LOCATIONS
2
1 3
Rules (number of rule sets, number of lookbacks, number of tables)
0 0 0
Extra Commands
0
test/data/ras/unsteadyflume/HEC-RASFlumeCase.b06 0 → 100644
View file @ d939fa03
HEC-RAS 5.0.3 September 2016
1 1 0 0
0 0
F
1
Initial Conditions Flow Information
1 Initial Profile
3.1E+38 1
Flow and Seasonal Roughness Flag (plan)
F F
2 0 0
3 01.14E-04
1 1 0 0
0 0
F
Project Title, Plan Title and Plan ShortID
HEC-RAS Flume Case
Plan 06
Plan 06
Job Control Information
Computation Interval = 1MIN
Warmup Interval = 0
Instantaneous Profile = 1HOUR
Hydrograph Interval = 1HOUR
Theta Simulation = 1
Theta Warmup = 1
Friction Slope Method = 2
Maximum Iterations = 20
Max Iter WOImprovement= 0
Number Warmup Steps = 0
Abort DZ Tolerance = 98.43
DZ Tolerance = .0197
DZSA Tolerance = .0197
DQ Tolerance = 3.1E+38
Weir Flow Stability = 2
Spillway Stability = 1
Write Restart File = F F
Echo Input TS = F
Echo Parameters = F
Echo Output TS = F
DSS Message Level = 4
Write HDF5 File = T
Write DSS File = T
Z:\Projects\ProjectArchive\Projects\SW.WQ.BIO.2016.GC_Sandusky(GCT18_EW204)\Admin-related Documents\FluEgg Users Manual\FluEgg Program and Files\HEC-RAS Flume\HEC-RASFlumeCase.dss
Computational Time Window
Start Date/Time = 31Dec2016 2400
End Date/Time = 03Jan2017 1100
Initial Conditions (use restart file?)
F
Log File Information
F 0 0
Computation Level Output
F-3.4E+38 3.4E+38 F F F F F F F F F 1HOUR
Mixed Flow - Acceleration term reduction based on Froude number
F 4 .8 1
Number of Gate Groups and Internal Boundaries with Gates
0 0 0 0
Breach Data
0
Hydrograph Data
1
F F T F F
Upstream Flow Hydrograph
60
01.765733 11.765733 21.765733 33.531467 43.531467
53.531467 6 5.2972 7 5.2972 8 5.2972 97.062933
107.062933 117.062933 128.828667 138.828667 148.828667
15 10.5944 16 10.5944 17 10.5944 1812.36013 1912.36013
2012.36013 2114.12587 2214.12587 2314.12587 24 15.8916
25 15.8916 26 15.8916 2717.65733 2817.65733 2917.65733
30 15.8916 31 15.8916 32 15.8916 3314.12587 3414.12587
3514.12587 3612.36013 3712.36013 3812.36013 39 10.5944
40 10.5944 41 10.5944 428.828667 438.828667 448.828667
457.062933 467.062933 477.062933 48 5.2972 49 5.2972
50 5.2972 513.531467 523.531467 533.531467 541.765733
551.765733 561.765733 57.3531467 58.3531467 59.3531467
3.4E+38
F F F T F
Downstream Normal Depth
1.14E-04
Internal Observed Stage/Flow Boundaries
0
Ground Water Interflows
0
Old River Diversions
F
Lateral Inflows, Ungaged Lateral Inflows, Outlet TS, and Observed DSS
0 0 0 0
Stage and Flow Boundary and Ungaged Areas
0 0
Time Slicing Parameters
F
HYDROGRAPH LOCATIONS
2
1 3
Rules (number of rule sets, number of lookbacks, number of tables)
0 0 0
Extra Commands
0
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