Develop the following triangular inflow hydrograph through a linear reservoir: Peak inflow R = 4737 m3/s, baseflow = O m3/s, time to peak = 6h, time base = 16 h, storage constant K = 2 h, and time interval ◇t = 1hr [NOTE: Regestration No = R = 4747]

Structural Analysis
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Chapter2: Loads On Structures
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Develop the following triangular inflow hydrograph through a linear reservoir: Peak inflow R = 4737 m3/s, baseflow = O m3/s, time to peak = 6h, time base = 16 h, storage constant K = 2 h, and time interval ◇t = 1hr [NOTE: Regestration No = R = 4747]
Develop the following triangular inflow hydrograph through a linear reservoir: Peak inflow R m³/s,
baseflow = 0 m'/s, time to peak = 6h, time base = 16 h, storage constant K = 2 h, and time interval
At = 1 h.
Where R is the last four digits of your Registration Number.
Transcribed Image Text:Develop the following triangular inflow hydrograph through a linear reservoir: Peak inflow R m³/s, baseflow = 0 m'/s, time to peak = 6h, time base = 16 h, storage constant K = 2 h, and time interval At = 1 h. Where R is the last four digits of your Registration Number.
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