Route the following flood hydrograph using Muskingum method through a channel reach for which K = 22 hours and x = 0.25. Plot the inflow and outflow hydrographs on the same graph sheet and determine the peak lag and attenuation from the channel reach. The outflow discharge at t =0 was 40 m/s. Time (Hours) 0 12 24 36 48 60 72 Inflow (m'/s) 40 84 96 108 120 132 144 65 165 250 240 205 170 130 115 85 70 60 54

Route the following flood hydrograph using Muskingum method through a channel reach for which K = 22 hours and x = 0.25. Plot the inflow and outflow hydrographs on the same graph sheet and determine the peak lag and attenuation from the channel reach. The outflow discharge at t =0 was 40 m/s. Time (Hours) 0 12 24 36 48 60 72 Inflow (m'/s) 40 84 96 108 120 132 144 65 165 250 240 205 170 130 115 85 70 60 54

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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