Given the fallauing.6hr. Unit.hydroagraph.Astormhad three. Successive.6.mhr.intervals.of.rainfalmagnttude.of..3.a.5.and.4.cm.respectively. Assumin,a.-Index.of.a.2.cm/.hr.and.a.base.fiaw.30MEDetermine.the.resulting.hydrograph.of.flow.SecTime chri6hr.UH Cm/s)oo | 6 |12| 18 |2사| 30 | 36 |시2|48|5시60166250 600 80o 700 6001450 320 200 loo 50l o

The resultant hydrograph can be found out as shown below: 1st 6-hr 2nd 6-hr 3rd 6-hr…

Given.the follawing.6-hn.Unit.hydrograph.Astorm had.three. Sucessive.6mhr.intervals.of.rainfal magnitude.af.3.5.and.4cm.resfectively. Assumin a Index.af.a.2.cm/.hr.cand.a.base.fiouw.30m Detemine.the.resulting.hydrograph.of.flow? Sec Time chr) 6hr.UH Cm/s) o o|6 |12.| 18 |2사| 30 |36 |사2|시8|5시1 60166 250 600 80o 700 6001450 320 200 loo 50 0

Given.the follawing.6-hn.Unit.hydrograph.Astorm had.three. Sucessive.6mhr.intervals.of.rainfal magnitude.af.3.5.and.4cm.resfectively. Assumin a Index.af.a.2.cm/.hr.cand.a.base.fiouw.30m Detemine.the.resulting.hydrograph.of.flow? Sec Time chr) 6hr.UH Cm/s) o o|6 |12.| 18 |2사| 30 |36 |사2|시8|5시1 60166 250 600 80o 700 6001450 320 200 loo 50 0

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

How occuro at (ス Form. depith of, ,4m, üna long 1,4M ün a rectongulay chapanl ectane 2,8m, mde 51 slope g 0, 0009 I and Caud to Mannigs neha's n=0,015. calcula te: The e makimum height the e tooupopor hump on the MM slopr bo propdlace ica de son the bhe OF contraction wödth Inhigh ill hich will produce ontical crito deatn ithout increasing nothout increasing the upstiream
ASSIGNMENT I SIT 1. 100 км 12 км. Im 2m с 2m B EI = constant. D 3 kN/m 4m det. a.) GA b.) GE (.) 60 E d.) Sc e) Omax
please be accurate when solving this problem about most probable value
Wo.of Blows 60 35 18 23.5 28-4 30 33-6 Find Liquid-Limit
Problems) 1. A body Gnsists of aright Gircular Soli d Cone of haight 40mm Solid hamisphere of 40 mm and radus of 30 warn placed on 30mm radius 30 mm of the Same materind. find the position of Gg of the body.
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?.
roblem 2: Areser.uair.designed. tosSupply.acity.with PaPulation.densidy.C.la0.00acap.tia)..but. MetoroLogi.cal.of World.arginasation. estimated.thattbe.auerage.annual.Bains auer.this.city.is.(340cm).«IR.averagedatly. Cansumption.afwater.was.c12aLPcad.)and class A.Pan.euaparation.is(7.5mm./day).. Calculate.the.Diameter.af reseruairand. give.your.Suggestian.to.estimate. the depth.af.reser.uoir. ....
Q/ Compute the prassure at point B in the Pipe of water if heigt h is: 0.3 m. and the difference heigh mercury In manometer is z = 0.4m
20KN 120 KN 120KN EV GOKN 40KN 40KN 2m. B 3m 8m 3m 3m 2m Determine the menber force on mem ber El. 4m
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
Home work Fr The following Rain Storm ca Icala Le lD) Index. volume of surface eunoff is .232m3, Oas ke ► ay. Avea. Ors Km. Avca - Se TimeChr ) / 2 3 23l8 13 Rmin fell (ham) 15 1
Qe Delermine the moment 19 Soo N of the fur ce shown System 0.5" wi th respectt to Point 1200 N