roblem 2: Areser.uair.designed. tosSupply.acity.withPaPulation.densidy.C.la0.00acap.tia)..but.MetoroLogi.cal.of World.arginasation.estimated.thattbe.auerage.annual.Bainsauer.this.city.is.(340cm).«IR.averagedatly.Cansumption.afwater.was.c12aLPcad.)andclass A.Pan.euaparation.is(7.5mm./day)..Calculate.the.Diameter.af reseruairand.give.your.Suggestian.to.estimate. thedepth.af.reser.uoir.....

Given data- Population = 100,000 Average Annual Rainfall (P) = 340 cm Average Daily Consumption of…

Areser.uoir.designed. ta.Supply.acity.with PaPulation.density.(.lo0.00acaptia).but. MetoraLogi.cal.of World.Orginasation. estimated.that.ntibe.auerage.annualBains Lauerthis.city.is.(340cm).«If.auerage.da.ly.. -Consumptionafwater was.G.120LPCad.)and „class.A.Pan evmparation.is(7.5mm./.day. Calculate.the.Diameter.af reseruairand. -give.your. Suggestian.to.estimate. the. depthafrese .. ruoir..

Areser.uoir.designed. ta.Supply.acity.with PaPulation.density.(.lo0.00acaptia).but. MetoraLogi.cal.of World.Orginasation. estimated.that.ntibe.auerage.annualBains Lauerthis.city.is.(340cm).«If.auerage.da.ly.. -Consumptionafwater was.G.120LPCad.)and „class.A.Pan evmparation.is(7.5mm./.day. Calculate.the.Diameter.af reseruairand. -give.your. Suggestian.to.estimate. the. depthafrese .. ruoir..

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Find Pressure atA? C. 7loom Hg Air B不 Puacum Water 5m A
rablem 2: Areser.uair.designed toSupply.acity.with PaPulation.densidy.C.lo000a.captia).but. Metorologi.cal.of World.arginasation. estimated.thatthe.auerage.annual.Bains aler.this.city.is.(340cm).If.auerage.dat.ly.. Cansumption.afwater.was.c12aLP.cad.)and class A.Pan.euaparation.is(7.5mm./day. calculate.the.Diameteraf.reservoirand. -Jive.your.suggestian.to.estimate. the. depthafreseruorr?.
DIFFERENTIAL EQUATION WITH SOLUTION
Tulo. Starms.each.of.hr.duration.and.hauing. Rainfallexcess.Values.of.3.cm.and. 2cm.respectrely. ecure.Successiuely.calculate.the.resulting.of.diret Runoff.hydiegraph.if.the.6-hrs.unit.hydragraph.for. the Catchment.is.given.below. TimeChr) 12 18 24 30 36 42 48 54 60 66 6-hrUH(m/s) o 25 50 85 125 160 185 Ilo 60 36 30 25
froblem 3:Areseruair has.an.auerage.corea.of.c20com) and Caftacity afc16:*1á. Liters).the.reservair designed..o.supply.acity.with. Pahulation densityaf.oooaptia). If theauexage. daily.con.sumption.of.ulater.wasc12aLřcad) .and.reseruoir.eua,paration.estimated.by. „(.85%)fram.class A Pan.euafonationof C-18.0.00Liters./day.).w.hen.the.reseruairwill be.empty.?.
a train werghing being pulled upa 3 grade at 15 mifhr. If the train rusietance is canstant at 12 los/ton and the power exerfed by the train hemains con &tant, what will be the speed rf the traia on a "Cevel track? I0ot is Whay horeepower does the 'train'develop?
A.3-Stations.of.Precipitation.recording.distributed.as. Shownin.a.Circular.area.of.radius.eğual.to.5K.. The Data recorded.are.:-. Station A Yain fall 8Cm B. C 40mm 12Cm Determine. the.Mean.crea.Precipitation.over.the.whole.are by.Using.ThiessenMethod.?. ...... A B to Rla R/2
प 5 3 In Catchment the following 1. hr UH due to 1mm effective rainfull is nown. Time hr G (UH) cms 2 1 写了 قص صورة ||| I 3 2.5 1 استخراج النص 0.5 drow the D.R.H if the effective Vainfall is 5mm during the first hour and lomm during the Second houve. 0 Word مشاركة 9 Θ 2:09 du أداة إضافة التوقيعات 2/2 > أكثر
I need the answer as soon as possible
ti ethent BOD - Dote Experiment: Page No. A Contunuou flow complebly micad Asp i deigned by ithe fallowing dal : li) floue suate, 0 = 2150 m8/day. C Influent BOD = 230 mg10. 20 ci Miss i 2400 mgle Civ) e) MCRT = ND pield cooficont,yoobs, tu Ka - 0.S (vn Suhanded solidee 25 mgll Supanded. solide 25 Lend V- ? f ygen uequeumen. %3D DELTA
A ball is dropped from orcaoica the fower 25 m high at the rame keieo instant that a recond ball is Hthrown up ward from the qronnd with an imitial velocity of 12m/s. When aind where do Hhey pass, and with what relative veloaty: