Commit 63735344 authored by Domanski, Marian M.'s avatar Domanski, Marian M.

re-add unsteady flume test files for crlf endings

parent d5a32389
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
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
HEC-RAS - River Analysis System
Project File: D:\py\FluEgg\test\data\ras\HEC-RAS Flume\HEC-RASFlumeCase.prj
Project Name: HEC-RAS Flume Case
Plan Name: Flume Unsteady Example
Short ID: Unsteady
Starting Time: 31Dec2016 2400
Ending Time: 03Jan2017 1100
################################################
# #
# #
# 1D and 2D Unsteady Flow Module #
# #
# #
# HEC-RAS 5.0.5 June 2018 #
# #
# 20DEC18 at 11:38:22 #
# #
################################################
Volume Accounting in Acre Feet
External Boundary Flux of Water
US Inflow Lat Hydro DS Outflow SA Hydro Groundwater 2D Inflow 2D Outflow Diversions
********* ********* ********** ******** *********** ********* ********** **********
1.240 0.6180
River Reaches, Storage Areas, and 2D Areas
Start 1D Reach Starting SA's Starting 2D Final 1D Reach Final SA's Final 2D Areas
************** ************* *********** ************** ********** **************
0.2934 0.9163
Error Percent Error
***** *************
0.001272 0.08295
HEC-RAS - River Analysis System
Project File: 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.prj
Project Name: HEC-RAS Flume Case
Plan Name: Plan 06
Short ID: Plan 06
Starting Time: 31Dec2016 2400
Ending Time: 03Jan2017 1100
################################################
# #
# #
# 1D and 2D Unsteady Flow Module #
# #
# #
# HEC-RAS 5.0.3 September 2016 #
# #
# 03APR18 at 15:12:48 #
# #
################################################
Volume Accounting in 1000 m^3
External Boundary Flux of Water
US Inflow Lat Hydro DS Outflow SA Hydro Groundwater 2D Inflow 2D Outflow Diversions
********* ********* ********** ******** *********** ********* ********** **********
54.00 53.99
River Reaches, Storage Areas, and 2D Areas
Start 1D Reach Starting SA's Starting 2D Final 1D Reach Final SA's Final 2D Areas
************** ************* *********** ************** ********** **************
1.679 1.688
Error Percent Error
***** *************
0.000012 0.000021
ͻ
DSS-Writer
For Unsteady Flow Module
HEC-RAS 5.0.3 September 2016
03APR18 at 15:12:50
ͼ
Output file: 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.bco06
Time Window: 31DEC2016 2400 03JAN2017 1100
Flow Title=BaseCase01Data
Program Version=5.03
Number of Profiles= 2
Profile Names=PF 1,PF 2
River Rch & RM=Flume,1 ,10000
.1728 .1728
Boundary for River Rch & Prof#=Flume,1 , 1
Up Type= 0
Dn Type= 3
Dn Slope=1.14828E-04
Boundary for River Rch & Prof#=Flume,1 , 2
Up Type= 0
Dn Type= 3
Dn Slope=1.14828E-04
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
Flow Title=BaseCase02Data
Program Version=5.03
Number of Profiles= 2
Profile Names=PF 1,PF 2
River Rch & RM=Flume,1 ,10000
.1296 .1296
Boundary for River Rch & Prof#=Flume,1 , 1
Up Type= 0
Dn Type= 3
Dn Slope=6.84117E-05
Boundary for River Rch & Prof#=Flume,1 , 2
Up Type= 0
Dn Type= 3
Dn Slope=6.84117E-05
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
Flow Title=BaseCase03Data
Program Version=5.03
Number of Profiles= 2
Profile Names=PF 1,PF 2
River Rch & RM=Flume,1 ,10000
.108 .108
Boundary for River Rch & Prof#=Flume,1 , 1
Up Type= 0
Dn Type= 3
Dn Slope=4.89227E-05
Boundary for River Rch & Prof#=Flume,1 , 2
Up Type= 0
Dn Type= 3
Dn Slope=4.89227E-05
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
Flow Title=BaseCase04Data
Program Version=5.03
Number of Profiles= 2
Profile Names=PF 1,PF 2
River Rch & RM=Flume,1 ,10000
.0864 .0864
Boundary for River Rch & Prof#=Flume,1 , 1
Up Type= 0
Dn Type= 3
Dn Slope=3.23062E-05
Boundary for River Rch & Prof#=Flume,1 , 2
Up Type= 0
Dn Type= 3
Dn Slope=3.23062E-05
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=Base Case 03 Geometry
Program Version=5.03
Viewing Rectangle= 0 , 1 , 1 , 0
River Reach=Flume ,1
Reach XY= 2
0.03262518968134 0.78452200303490.926403641881640.17602427921093
Rch Text X Y=0.2560698,0.6323976
Reverse River Text= 0
Type RM Length L Ch R = 1 ,10000 ,5000,5000,5000
BEGIN DESCRIPTION:
Upstream of Flume
END DESCRIPTION:
Node Last Edited Time=Mar/30/2018 08:58:45
#Sta/Elev= 4
0 101.489 0 100.489 .7 100.489 .7 101.489
#Mann= 3 , 0 , 0
01.02E-02 0 01.02E-02 0 .71.02E-02 0
Bank Sta=0,0.7
XS Rating Curve= 0 ,0
XS HTab Starting El and Incr=100.5731,0.04, 21
XS HTab Horizontal Distribution= 5 , 5 , 5
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,5000.00*,5000,5000,5000
Node Last Edited Time=Mar/30/2018 08:59:38
#Sta/Elev= 4
0 101.245 0 100.245 .7 100.245 .7 101.245
#Mann= 3 , 0 , 0
01.02E-02 0 01.02E-02 0 .71.02E-02 0
Bank Sta=0,0.7
XS Rating Curve= 0 ,0
XS HTab Starting El and Incr=100.36,0.04, 21
XS HTab Horizontal Distribution= 5 , 5 , 5
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,0 ,0,0,0
Node Last Edited Time=Mar/30/2018 09:00:07
#Sta/Elev= 4
0 101 0 100 .7 100 .7 101
#Mann= 3 , 0 , 0
01.02E-02 0 01.02E-02 0 .71.02E-02 0
Bank Sta=0,0.7
XS Rating Curve= 0 ,0
XS HTab Starting El and Incr=100.15,0.04, 21
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
This diff was suppressed by a .gitattributes entry.
Geom Title=Base Case 01 Geometry
Program Version=5.03
Viewing Rectangle= 0 , 1 , 1 , 0
River Reach=Flume ,1
Reach XY= 2
0.03262518968134 0.78452200303490.926403641881640.17602427921093
Rch Text X Y=0.2560698,0.6323976
Reverse River Text= 0
Type RM Length L Ch R = 1 ,10000 ,5000,5000,5000
BEGIN DESCRIPTION:
Upstream of Flume
END DESCRIPTION:
Node Last Edited Time=Mar/29/2018 16:38:53
#Sta/Elev= 4
0 102.148 0 101.148 .7 101.148 .7 102.148
#Mann= 3 , 0 , 0
09.79E-03 0 09.79E-03 0 .79.79E-03 0
Bank Sta=0,0.7
XS Rating Curve= 0 ,0
XS HTab Starting El and Incr=100.5731,0.04, 21
XS HTab Horizontal Distribution= 5 , 5 , 5
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,5000 ,5000,5000,5000
BEGIN DESCRIPTION:
Upstream of Flume
END DESCRIPTION:
Node Last Edited Time=Mar/29/2018 16:40:02
#Sta/Elev= 4
0101.5741 0100.5741 .7100.5741 .7101.5741
#Mann= 3 , 0 , 0
09.79E-03 0 09.79E-03 0 .79.79E-03 0
Bank Sta=0,0.7
XS Rating Curve= 0 ,0
XS HTab Starting El and Incr=100.5731,0.04, 21
XS HTab Horizontal Distribution= 5 , 5 , 5
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,0 ,0,0,0
Node Last Edited Time=Mar/29/2018 16:40:28
#Sta/Elev= 4
0 101 0 100 .7 100 .7 101
#Mann= 3 , 0 , 0
09.79E-03 0 09.79E-03 0 .79.79E-03 0
Bank Sta=0,0.7
XS Rating Curve= 0 ,0
XS HTab Starting El and Incr=100.15,0.04, 21
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
This diff was suppressed by a .gitattributes entry.
Geom Title=Base Case 02 Geometry
Program Version=5.03
Viewing Rectangle= 0 , 1 , 1 , 0
River Reach=Flume ,1
Reach XY= 2
0.03262518968134 0.78452200303490.926403641881640.17602427921093
Rch Text X Y=0.2560698,0.6323976
Reverse River Text= 0
Type RM Length L Ch R = 1 ,10000 ,5000,5000,5000
BEGIN DESCRIPTION:
Upstream of Flume
END DESCRIPTION:
Node Last Edited Time=Mar/30/2018 08:53:54
#Sta/Elev= 4
0 101.684 0 100.684 .7 100.684 .7 101.684
#Mann= 3 , 0 , 0
01.00E-02 0 01.00E-02 0 .71.00E-02 0
Bank Sta=0,0.7
XS Rating Curve= 0 ,0
XS HTab Starting El and Incr=100.5731,0.04, 21
XS HTab Horizontal Distribution= 5 , 5 , 5
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,5000.00*,5000,5000,5000
Node Last Edited Time=Mar/30/2018 08:54:55
#Sta/Elev= 4
0 101.342 0 100.342 .7 100.342 .7 101.342
#Mann= 3 , 0 , 0
01.00E-02 0 01.00E-02 0 .71.00E-02 0
Bank Sta=0,0.7
XS Rating Curve= 0 ,0
XS HTab Starting El and Incr=100.36,0.04, 21
XS HTab Horizontal Distribution= 5 , 5 , 5
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,0 ,0,0,0
Node Last Edited Time=Mar/30/2018 08:55:04
#Sta/Elev= 4
0 101 0 100 .7 100 .7 101
#Mann= 3 , 0 , 0
01.00E-02 0 01.00E-02 0 .71.00E-02 0
Bank Sta=0,0.7
XS Rating Curve= 0 ,0
XS HTab Starting El and Incr=100.15,0.04, 21
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