IProblem3:Areseriaim.has.an.auexage.area.of.c20com)and Caftacity afc16*1á. Liters).the.reservairdesigned..o.supply.acity.with. Palulationdensityaf.caooaftia).If theauerage.daily.Čon.sumptionafwater.was.c120LPcad).and.reseruoir.euaparation.estimated.by.„(.85%)fram.class A Pan.euafanationefC-18.0.00Liters./day.).w.he.n.the.reseruairwillbe .empty? Problem4: Areseruoirheuing adifferent length of(45155.50)miles.a.s.streem.Line.and,cloolmile.auerage.width.the.depth.afWateris.caofL.a.the.mean.daily.class.A.pan euaforatian.is.co.25.inchunitAxea).estimate..the.tantal losses.due.ta.euafaration in.(s.day.s).iolacre. fassume.Lan.Ceoffictent=o75 what.will.be the Kalumea.freservain.after that.time.and.affraximate.dePth.ofwater.p

While storing of water in reservoir losses may take place due to temperature, location of reservoir…

Problem 3: Areseruair has.anauerage.area.ofc200om) and Cafacity.ofcI6 Liters).the.reservair designed.o.supply.acity.with.Pahulation densityaf.(oo0.aptia).Iftheauerage. daily.Čonsumptionofwater.wasçı2alPad) and.reseruoir.euaporation.estimated.by „(.85%)from.class. A.Pan evaforatianof f18000Liters./day).a.when.the.reservairwill be.empty.? ....

Problem 3: Areseruair has.anauerage.area.ofc200om) and Cafacity.ofcI6 Liters).the.reservair designed.o.supply.acity.with.Pahulation densityaf.(oo0.aptia).Iftheauerage. daily.Čonsumptionofwater.wasçı2alPad) and.reseruoir.euaporation.estimated.by „(.85%)from.class. A.Pan evaforatianof f18000Liters./day).a.when.the.reservairwill be.empty.? ....

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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