Route the inflow hydrograph below using the Muskingum method; At = 1 hr, X = 0.2, K = 0.7 hr.Time (hr)01234567Inflow (cfs)0800200042005200440032002500Time (hr)8910111213Inflow (cfs)2000150010007004000

Answered: Route the inflow hydrograph below using…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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An artificial reservoir was flooded with an inflow that is described by the following hydrograph: T (hr) I (m3/s) 1 10 20 10 20 5 2 3 4 5 Given the function describing storage indication curve as follows: 2s (2/5 +0)-1 Q=0.003052+0+0.0 +0.09335 13 -+Q-1.53884 Find peak outflow and the time it occurs. (Take reservoir as being empty at starting time)
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Q.1 You are required to derive the ordinates of a 12hr Unit Hydrograph (UHG) for a particular catchment The ordinates of 4hr UHG for the same catchment is given below in tabular form Also draw the hydrograph and mention the peak time on the hydrograph. |0 |4 |8 | 12 200 800 1300 1500 1300 900 520 270 150 50 Time (s) 16 | 20 | 28 | 32 | 36 24 40 44 Ordinates of 4h unit Hydrograph lo
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Observed values of inflow and outflow hydrographs at the ends of a reach in a river are given below. Determine the best values of K and x for use in the Muskingum method of flood routing. 0 6 12 18 24 30 36 42 48 54 60 Time (h) Inflow (m³/s) Outflow (m³/s) 66 20 80 210 240 215 170 130 90 60 40 28 16 20 20 50 150 200 210 185 155 120 85 55 23

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Route the inflow hydrograph below using the Muskingum method; At = 1 hr, X = 0.2, K = 0.7 hr. Time (hr) 0 1 2 3 4 5 6 7 Inflow (cfs) 0 800 2000 4200 5200 4400 3200 2500 Time (hr) 8 9 10 11 12 13 Inflow (cfs) 2000 1500 1000 700 400 0