Given.the fallawing.6-hn.Unit.hydroagraph.Astormhad. three Successive.6mhr.interuals.of.rainfalmagnitude.af.3..5.and.4.cm.respectively. AssumineIndex.of.a.2.cml.hr.and.a. base.fiow. 30mDeterminethe.resülting hy.drograph.of.flow?SecTime chri6hr.UH (m3/s)\O6 12 18 214|30 36 2|48 5460 66250 600 80o700 6001450 320 200| lo0 500

Solution: Given Data: A storm had three successive 6 hr, the interval of rainfall magnitude of 3,5…

Given. the.follawing.hn.Unit.hydragraph.Astorm had.three. Successive.6.mhr.intervals.of.rainfal. magnitude.af.3..5.and.4.cm.respectively. Assumin d Index.of.a.2.cm/.hr.and.a.base.fiaw.30mi Determine.the.Yesülting.hydragrap.h.of.flow?. Sec

Given. the.follawing.hn.Unit.hydragraph.Astorm had.three. Successive.6.mhr.intervals.of.rainfal. magnitude.af.3..5.and.4.cm.respectively. Assumin d Index.of.a.2.cm/.hr.and.a.base.fiaw.30mi Determine.the.Yesülting.hydragrap.h.of.flow?. Sec

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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