Tulo. Starms.each.of.hr.duration.and.hauing.Rainfallexcess.Values.of.3.cm.and. 2cm.respectrely.ecure.Successiuely.calculate.the.resulting.of.diretRunoff.hydiegraph.if.the.6-hrs.unit.hydragraph.for.the Catchment.is.given.below.TimeChr)12 18 24 3036 42 48 54 60 666-hrUH(m/s) o25 50 85 125 160 185 Ilo 60 36 30 25

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Twa Stams.eachof.hr.duration.and.hauing. Rainfallexcess.Values.of.3.cm.and.2cm.resfectively. a.ccure.Successiuely.Calcul.ate.the.resulting.of.direct Runoff.hydrograph.if.the.6hrs.unit.hydragraph for the.Catchment.is.given. below.?. Timechr) 12 18 24 30 36 42 48 54 60 66 25 50 85 125 160 185 Ilo 60 6-hrUH(m³/s) o 36 30 25

Twa Stams.eachof.hr.duration.and.hauing. Rainfallexcess.Values.of.3.cm.and.2cm.resfectively. a.ccure.Successiuely.Calcul.ate.the.resulting.of.direct Runoff.hydrograph.if.the.6hrs.unit.hydragraph for the.Catchment.is.given. below.?. Timechr) 12 18 24 30 36 42 48 54 60 66 25 50 85 125 160 185 Ilo 60 6-hrUH(m³/s) o 36 30 25

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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