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

See similar textbooks

Similar questions

Poeperre a table giving charele enpel defectron Cngles fou stcking ouf a soom rachus circular (urve with a dlerkction angle of I5°.The PC is at Stafron (174025). Gve chetletion angles and chores af 20m intenvals, including full Stafisns
O wATEe 12" Q = 3 Cfs HLE P, = 60 pai HLe = 12 fe %3D /2 6' FI ND P par ELEV = 100 2 = 220 Q = VA P+V+2, = h +V = 62. ylb Pedh 1-2
EVALUATE once he given throvene uning fo) Compou Rule and (b) franat Rule COURSE LENGTH (m) BEARING AB 49585 NOS" 30E BC 850.62 N 46 02 E CD 855.45 56 38 E DE 1020.87 S12 25E 1117.26 383 44 W EF 660.08 N SS O W FA
2. Complete the mising dota. UNE DISTANCE (meter) BEARING 1-2 123.4450 140.2336 146.3536 164.86 $73.45E N 18.19E $7421E S 19.71 W S81.90 W N 52.88 W 2-3 3-4 4-5 5-6 6-7 194.7219 7-1 96.3024
I want to clarify what is that symbol?
How do you derive these equations (that are encircled) to get those values (underlined)?
0 Ganmidee the hemispkeecel shiell Rcol shlebe ubyed 6a eidisl (un, doen). Compute the verhol' Poeca" E eud show tht Shown belbw stres by: FORca' Fv Deud show that it is epuol a 2 Fr = 6.TR hint: do
Meet - nzw-pimo-rw anuwwlPx-a_a7HdrtDNnmaFDF2GGA/formResponse none of the above. O To establish a new benchmark on point Busing a levelling instrument. The work had been done between B.M1 and B.M2 to the required point B, and the observations were recorded as in the tables below. Calculate the best value *of elevation for point B B.M1 B B.M2 B BS Point B.M1 T. P1 BS FS 3.305 Remarks RL-34.585 FS 0.405 4.24 3.35 Point Remarks B 30.06 0.672 1.825 2.485 3.315 1.23S 3.715 T. P4 T. PS B.M2 1.795 A 4.01 3.485 Т. Р2 T. P3 3.315 2.78 RL=42.093 B 39.97m 41.97m 46.97m 45.98m O 44.37m O 40.95m O * Reciprocal ranging is employed when one end of a line is inaccessible. O the ends of the line are not visible even from intermediate points. O both the ends are inaccessible. the two ends of a line are not intervisible,O O O O O O O O O O OC
A Save SkN af blied on 1od dcirular dectional Detrimine atress areag Smm².
B Close traverse Find the total area Өв 5 4m m' с 3.3 OA A Өс 2.78 6.45 3.56 m. 8.6 m. OD DE D 7.1 m. را
FIND THE AREA uS INO DMD METHOD: No作: PIS IH THE WID PO IHÍ OF TRIANOLE PC. LINE LENUTH PA 75 N 35dE 90 6 10 dE Po 120 H4 dw
GIYEN THE cross- SF Clc! of Fll ot XN EXPTHWOPKS ( Pase of fill is 18 m side slope 1:2:r) it 020 4.45 - 16.38 -811