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89 lines
2.5 KiB
89 lines
2.5 KiB
3 years ago
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HEC-RAS 5.0.5 June 2018
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1 1 0 0
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0 0
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F
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1
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Initial Conditions Flow Information
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1 Initial Profile
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3.1E+38 2
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Flow and Seasonal Roughness Flag (plan)
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F F
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2 0 0
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3 0 .001
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3.1E+38
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1 1 0 0
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0 0
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F
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Project Title, Plan Title and Plan ShortID
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temp
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temp
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temp
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Job Control Information
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Computation Interval = 1MIN
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Warmup Interval = 0
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Instantaneous Profile = 1MIN
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Hydrograph Interval = 1MIN
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Theta Simulation = 1
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Theta Warmup = 1
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Friction Slope Method = 2
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Maximum Iterations = 20
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Max Iter WOImprovement= 0
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Number Warmup Steps = 0
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Abort DZ Tolerance = 98.43
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DZ Tolerance = .0197
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DZSA Tolerance = .0197
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DQ Tolerance = 3.1E+38
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Weir Flow Stability = 2
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Spillway Stability = 1
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Write Restart File = F F
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Echo Input TS = F
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Echo Parameters = F
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Echo Output TS = F
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DSS Message Level = 4
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Write HDF5 File = T
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Write DSS File = T
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C:\Users\kthomson\Desktop\temp\temp.dss
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Computational Time Window
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Start Date/Time = 31Dec2017 2400
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End Date/Time = 01Jan2018 0100
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Initial Conditions (use restart file?)
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F
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Log File Information
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F 0 0
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Computation Level Output
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F-3.4E+38 3.4E+38 F F F F F F F F F 1MIN
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Mixed Flow - Acceleration term reduction based on Froude number
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F 4 .8 1
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Number of Gate Groups and Internal Boundaries with Gates
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0 0 0 0
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Breach Data
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0
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Hydrograph Data
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2
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F F T F F
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Upstream Flow Hydrograph
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2
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0 100 8760 100
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3.4E+38
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F F F T F
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Downstream Normal Depth
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.001
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Internal Observed Stage/Flow Boundaries
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0
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Ground Water Interflows
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0
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Old River Diversions
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F
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Lateral Inflows, Ungaged Lateral Inflows, Outlet TS, and Observed DSS
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0 0 0 0
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Stage and Flow Boundary and Ungaged Areas
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0 0
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Time Slicing Parameters
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F
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HYDROGRAPH LOCATIONS
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0
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Rules (number of rule sets, number of lookbacks, number of tables)
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0 0 0
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Extra Commands
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0
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