Poblem 5: Aresseruatr. has.an.auerage.areaof.cgakm)the.normalannua.l.rainfallatthe Place is.c.12a.cm).and.cdass A Pan..evaporatian.is.(24pcm).Assuming.the.land Llooded. by.the.reser.uair.has.arun-off Ceofficient.ofcon4).estimate. thenet.annual.encrease.ordecrease.in.thestream.flow..as.aresuldantafthereseruoincMCM)?averayear..

Area of the reservoir= 50 km= 50*106 m2 run-coefficient = 0.4 normal rainfall at the place is 120 cm…

Poblem 5.: Aresseruot.r has.an.auenage.areaofcsakm3 overayear.the.normalannua.l.rainfallat uthe Place is.c.1.2a.cm).and.class A Pan. evaporatian.is.(240cm) A.ssuming.t.he. land flooded. by.thereseruair.has.arun- off.ceofficientofco.4).estimate.thenet .annual.encrease.ordecrease.in.thestream. flow...as.aresultantafthereseruoincMCM)?

Poblem 5.: Aresseruot.r has.an.auenage.areaofcsakm3 overayear.the.normalannua.l.rainfallat uthe Place is.c.1.2a.cm).and.class A Pan. evaporatian.is.(240cm) A.ssuming.t.he. land flooded. by.thereseruair.has.arun- off.ceofficientofco.4).estimate.thenet .annual.encrease.ordecrease.in.thestream. flow...as.aresultantafthereseruoincMCM)?

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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