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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
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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OTO > ➡ Discharge • Q2/The flood hydrograph upstream of a proposed bridge Time (hr) (ms) location is as follows: 0 1 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 (1 ||| = فلاتر O 2 3 > S 6 7 8 9 إضافة شرح... × 8 14 26 43 35 25 18 15 12 8 mum
Transcribed Image Text:OTO > ➡ Discharge • Q2/The flood hydrograph upstream of a proposed bridge Time (hr) (ms) location is as follows: 0 1 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 (1 ||| = فلاتر O 2 3 > S 6 7 8 9 إضافة شرح... × 8 14 26 43 35 25 18 15 12 8 mum
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