Discharge Q2/The flood hydrograph upstream of a proposed bridge Time (hr) (ms) location is as follows: The values of K and x for this specific channel section are 3 hours and 0.3 respectively. Find the hydrograph at the bridge location and the flood attenuation. Ans// Flood attenuation = 12.56 cms . 0 1 2 3 4 S 6 7 8 9 8 14 26 43 35 25 18 15 12 8

Discharge Q2/The flood hydrograph upstream of a proposed bridge Time (hr) (ms) location is as follows: The values of K and x for this specific channel section are 3 hours and 0.3 respectively. Find the hydrograph at the bridge location and the flood attenuation. Ans// Flood attenuation = 12.56 cms . 0 1 2 3 4 S 6 7 8 9 8 14 26 43 35 25 18 15 12 8

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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