Problem 4: Areseruair.hauing.a.differentJength.of(45.55.50)m.iles.a.s.stream.Line.andchormile.auerage.width.the.dePth.afWateris.caoft.the.meandaily..class.A.Pan.euaforation.is.co.25.inch/unit Axea).estimate.the.tota. losses.due.ta.euafaraHon in(s.days).nlacre.ft).assume. Pan.Ceoffictent-o,75. what.will.be the Kalumeafreseruainafter that.time.cnd.apfraximate.dePth.of.Wauter.PC..................

The loss of water from the reservoir is influenced by many factors such as Evaporation Seepage…

Areseruoirhauing.a.different Jength.of .45.55.50)miles.a.s.streem.Line.and, cloimile.auerage.width.the.dePth.af Wateris.caof.nthe.meandaily.class. A. Pan.evaforation.is.ca.25.inch/unit Axea). Lestimate.the.totallosses.due.ta.euafara tron in(s.days).fnlacre.ft).assume.Pan. Ceoffictent-o,75.what.w.ill.be the Ka.lume afreseruain.after that time.cand.apfra ximate.dePth.af.water.. .....

Areseruoirhauing.a.different Jength.of .45.55.50)miles.a.s.streem.Line.and, cloimile.auerage.width.the.dePth.af Wateris.caof.nthe.meandaily.class. A. Pan.evaforation.is.ca.25.inch/unit Axea). Lestimate.the.totallosses.due.ta.euafara tron in(s.days).fnlacre.ft).assume.Pan. Ceoffictent-o,75.what.w.ill.be the Ka.lume afreseruain.after that time.cand.apfra ximate.dePth.af.water.. .....

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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