Given.the fallawin.6hr.Unit.hydrograph.Astormhad..three. Successive.6.mhr.intervals.of.rainfal.magnitude.af.3.a.5.and.4.cm.respectively. Assumina Index.af.a.2.cm/.hr.and.abase.fiow.30mDetermine.the.resülting hydrograph.of.flow?.SecTime chr)6hr.UH (m3/s)012 18 2430 36 42 485460 66250 600 80o F00 6001450 320 200 loo 50l 0

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Given.the follawing.6hr.unit.hydrograph.Astorm had..three. Successive.6.mhr.intervals.of.rainfal. magnitude.of.3..5.and. 4.cm.respectively. Assumine a.Index.af.a.2.cm/.hr..and.a.base.fiow.30m Determine.the.resülting hydrograp.h.of.flow. ... Sec Time chr) 6hr.UH (m3/s) 0 12 18 2430 36 42 4854 60 66 250 600 80o 700 6001450 320 200 lo0 500

Given.the follawing.6hr.unit.hydrograph.Astorm had..three. Successive.6.mhr.intervals.of.rainfal. magnitude.of.3..5.and. 4.cm.respectively. Assumine a.Index.af.a.2.cm/.hr..and.a.base.fiow.30m Determine.the.resülting hydrograp.h.of.flow. ... Sec Time chr) 6hr.UH (m3/s) 0 12 18 2430 36 42 4854 60 66 250 600 80o 700 6001450 320 200 lo0 500

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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