Article flood Two reseroirs with adifferencein elevationof 17m ave connected by three pipesinsereisas shownbelow Detemine the fLow rate and.takein acceunt Losses dne to Suddenex Pansionand Sudden contraction.PIz30cmFizoro18+3-7300MF220Sとく(5。 Ds=25cmtD220cmいタ30m

Given Height between two reservoirs = 17 m d1= 30cm, f1=0.018, L1 = 300m d2= 20cm, f2 = .02, L2 =…

Two reseroirs with a difference in elevation of 17m ave connected by three Pipesinsereis as shownbelow DeteYmine the fLow reate and tak ein account Losses dne to Suddehex Pansion and Suddencontractish PIz30cm Fizoro18 13-7 300m F230 Sz 150

Two reseroirs with a difference in elevation of 17m ave connected by three Pipesinsereis as shownbelow DeteYmine the fLow reate and tak ein account Losses dne to Suddehex Pansion and Suddencontractish PIz30cm Fizoro18 13-7 300m F230 Sz 150

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: kerosene, s = 0.82 A manomoter is usod to moasuro tho pressure of air shown. Solve the pressure at…

A: Let the gauge pressure at A = PA Density of mercury=13.6×103 kg/m3 Density of oil = 0.80×103…

Q: A S floning upward through a venturi meter as shonn- O.984. What is the Qwnssy rate of flow…

A: Solution: 2 part solution: Given Data: Discharge coefficient=0.984 Flow rate (Q)=? Glycerine, s=1.26…

Q: Ve waler ) = los Square PiPe with dimen Sin 25o m e =o. 25m m, L-120m hL=Sm C Ve waler ) = 10°m?/sec

A: Step 1: e =0.25mm γ=10^-5 m2/s hL = 5 m per 120m length

Q: the srainer length required tos a tube weu a discharge of 81/s? Ass um e pamissible entrance…

A: Given data: Discharge rate, Q = 8 l/s2 Permissible entrance velocity, v = 2 cm/s = 2×102 m/s…

Q: a A jet of wauter From a 25 mm dinmeter nozzle is directed vertienlly upuards. Assunning that the…

A: It is required to calculate the diameter of a point 4.5 m above nozzle

Q: ਕਰ ਸ Elementos TAB = TBC = TBD TAD = TDC = TED= 6m 135 kN B D ( ) ) 6 m 67.5 kN 1.5 m 1.5 m 1.5 m…

Q: (20 KN : Giv en ! [ 179.8 x10ommu E : 200 Gpa Req'd : a) loca him of From A- b) Slape @ Hthe 3n max.…

Q: he fiqure belou shous e resour near covin maes and its hined gate shown in red. Caluetk H20 temp is…

A: find horizontal and vertical force

Q: ced by stack 3 of discharge

Q: REQUIRED: Find the diam of B GIVEN: Q = 10.5 lit/sec Length of A = 100m Length of B = 2200m f of A =…

A: Solution-The given values are as follows,Q=10.2lit/secLength of A =100cmf of A= 0.0138f of B=…

Q: 1 Asimple U-lube manomeler Containg Mercy IS Connecled to apipe in which s egr =d8 and having vacum…

Q: Chlonae Usege n the tnestmest weter à 6.Oleç Id, the esiduel after LO minates Conta 120.25MGI…

Q: Astone is dropped from a captive balloon at an elevation of 305m. Two seconds later another otone ir…

Q: A 300mm x 300mm pipe discharges 600 L/s of water where the length is 300m. Determine the head loss…

Q: 2.) Given: Q=10.5lit/s, length of A=100m and that of B=2200m, f of A=0.0138 and of B=0.0142, pump…

Q: Date Determination of Discharge Using a Venturi Meter tamula: Vol. %3D も PZ 29 trial #1 trial #2 H…

Q: Exz: water at 15¢ Hows between tow larme plate at avelogityof 15 ms the plates are seperated by…

Q: Part I. letor Analyi's (8, 2,-5) (2,8,4) >(4,8,3) Mine!

A: Consider the given figure of vectors.

Q: a) Waer flows aut thrauhalorg redanglar opering inthe sidedf atark The sheet of water ast emerges…

A: Given: Velocity(V)=7.5m/secThickness=3 cm=0.03m∅=60°No acceleration will be held at horizontal…

Q: Caleulate the Maxx of cdrives af 12 m/ a ca thos nd for 300voJd energy.

A: The given question is related with mechanics topic. In this question we are provided with value of…

Q: Tor flows nate 28 Lis Find pump Power Eし、60M L00 mm ち0 mm El. 30MH

A: Given data Pump Discharge Elevation heads at two points Length

Q: A. presune vevel han O-5 m at intermal Neleeme am atmalpheric prernire. 9+ è denred to te 30 bar buy…

Q: 3) Given: Q = 14 lit/sec; For the suction pipe: diam. = 180mm with head loss = three times its %3D…

Q: Water runs o554 and How fast is is Conincal tank, with radius of base hight 1oftat the rate of g…

Q: Expert Answer O Step1 a) Guiven:- Area 4350 krn Preceipitadien - 74.4cm 1eate oltained - a9.6m%…

Q: Find tix ontheaonal traje tories of the oe- pera vter fauily y= y?t C

A: To determine the orthogonal trajectory of the given family of curves. Given: y2=x2+C To…

Q: A mago an is launched wrthancitial speod 400 sec. The launch ouns le a O - s0°. The landing anea &…

Q: Manning n= a.015 - bettem slepeu Si= c.0004 flow rate Canstant " Q"- Bo00 cfS . betermine the…

A: Q = 8000 cfs = 8000 * 0.30483 = 226.535 m3 /s

Q: Airat1500kPaabsoluteflowsin25mm-diamtertube.Whatisthe maximum laminar flow rate. Use density of…

A: It is required to determine the average velocity for laminar flow. Re=ρVavgDμVavg=Re×μρD Here Re is…

Q: Mercuny barometer at the base OF the mantain read 7l16 mm- At thhe same Aime, another barome ter at…

Q: water is flowing through a 35cm diameter welded steel pipe (f=0.014) of length 2300m that drains a…

Q: Maximum Renetion in DI ILD For DI さ 0.794 1.192 6-3m 0.794 0.397 G-- 0-397 A : 5.m. 5-Imi S-Im:5.1m:…

Q: 75t 1) ve1ERMINEe dRoss.SECTIOMN ARE, A-T244 4. 2) DETERMiale THE ANERAAE TEASsILE 5TRES, GANE 3)…

Q: Design Characteristics a pump and for the hug ht Twenty feet) 90⁰ 20 Binch Sch 40 Steel pips…

Q: Date: Figure shows differential manometersused to meosue pres su re înside a pipe If PA- PB =…

Q: (20 KN: Giv en ! I 179.8 x100mmu 3n E : 200 Gpa Req'd : q) loca him of From A- b) Slape @ the max .…

Q: A16-cm daneter perforateel coning a sunk ià a stratum depthof13m beloo the ates table to impertiaus…

Q: A wate tank is 22m deep. Althe bottom it is 100m k 60m. the side slopes have a slope AĻ horizantul…

A: Solution; Given data; Depth of the tank=22 m At bottom of the tank, dimensions, L=100 m, B=60 m up…

Q: A thermo ud ur reading 18"F is brcoughet into ci reoOun the tupurature roding is 3luF. Runction…

A: Given: The initial thermometer reading is 18oF. The room temperature is 70oF. The temperature of the…

Q: 1. MAHOMETRH GIVEH: CLOSED MAHOMETER SUSTEM P : 140 kYa - air, Pair 1:3 kglm? Po : 220 KPa 0-5m Hy…

A: Given PA = 140 KPa PB=220KPa

Q: Calculate the discharge (Q) of each Pire Dに1m O2=0.6m D3=1.2 m E :0.013 fz =0.02 f3=0.023 c0.o13…

Q: No. Date 40:5 18KN E= L00 CPA エ= (9X10°m3 4. A 2m 4m 2m A . a. DeS. the deptection at

Q: nydraulicC turbine-ger alur, anu at a point 21 HOw the psla, 45 Tt/S, and a specinc voI 7ID. The…

A: To find the value of power produced in $/day-

Q: FLOW 2in Schedule 40 OIL (ug =0.80) PIPE 24in 4 ih schechule 40 pipe 6in fWATER 十A

Q: 3K /F A. T lom 20m frind Slop of Poiht A I34501" 3. =29 * La Ksi

A: Using virtual work method.

Q: ) petermine the Diameter of galvanized pipe required to discharge 6 m/hr with a head Loss 2om and…

A: Discharge (Q) = 6m3/hr = 1.16667 x 10-3 m3/s Head loss (hL) = 20m Lenght of pipe (L) = 50m Kinmetic…

Q: てり sisve dpenning. て2) (3) weighi retuined (5) 7hetanedfessing مم القمه— (mm) 76-2 s08 25.4 19.0…

A: Percentage retained Percentage passing.

Concept explainers

Concepts of Flood Control

Flooding is a temporary overflow of water that submerges or covers the the usually dry land. It can also be defined as the overflow of the excess amount of water that covers a huge area of land which is normally dry.

Question

Article flood

Two reseroirs with adifferencein elevation
of 17m ave connected by three pipesinsereis
as shownbelow Detemine the fLow rate and.
takein acceunt Losses dne to Suddenex Pansion
and Sudden contraction.
PIz30cm
Fizoro18
+3-7
300M
F220
Sとく(5。

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

4. Atube15mlongistoconnecttwolargetankswhosedifference in water level is 2m. The tube is to carry 5L/s of flow. What minimum size of tube is necessary to assure laminar flow condition?
Answer only that SECOND question thanks. Water is issued verAticalFly at the rate of 3D32FAS L45/s through a 6153SA15 234 diamDSeter noASDzzle. What is the the maxiSmum heighDSt of watSDr can reaDSch. A 300 mm pipeline 3000 m long runs on a constant grade between two reservoir of surface elevation 148 m and 131 m respectively. The flow rate through the lines is inadequate and a pump is installed to increase the capacity to 0.2 m3/s. Assuming f = 0.012 compute for the energy produce by the pump?
Given: Q=10.2 lit/sec Length of A=120m Length of B=2180m f of A=0.0138 and of B f=0.0142 pump Eff=80%, Po=22.8462kW diam of A=10.2cm. Find the diameter of B.
OIL WITH SP.GR. 0.95 FLOWS AT 200 ? ??/??? THROUGHA 500 METER OF 200 MM DIAMETER PIPE (? =0.0225).DETERMINE THE HEAD LOSS A. 121.16 ?????? B.106.21 ??????C. 116.20 ?????? D.161.20 ?????
Answer only that SECOND question thanks. Water is issued verAticalFly at the rate of 35462 L/s through a 61515 mm diamDSeter noASDzzle. What is the the maxiSmum heighDSt of watSDr can reaDSch. A rectagular canal 3.2 m wide and 1.2 m deep has a full capacity of 8.5 m3/s. Assuming n = 0.015 what is the slop of thechannel bed?
Very urgent. F = 9 kN q = 3 kN/m L = 0.5 m
Urgent K = 3 L = 1 M=1 N=9
Answer only that SECOND question thanks. Water is issued verAticalFly at the rate of 35462 L/Ts through a 61515 mTm diamDSeter noASDzzle. What is the the maxiSmum heighDSt of watSDr can reaDSch. The nozzle which furnished the water to a certain hydraulic turbine 280 mm in diameter and has a coefficient of velocity and discharge of 0.98 and 0.95 respectively. The nozzle supplied from 60 cm in diameter pipe in which water approached the nozzle with a total head of 335 m. Compute for the power in kN/s delivered by the jet to the turbine
Answer only that SECOND question thanks. Water is issued verAticalFly at the rate of 35462 L/Ts through a 61515 mTm diamDSeter noASDzzle. What is the the maxiSmum heighDSt of watSDr can reaDSch. A 300 mm pipeline 3000 m long runs on a constant grade between two reservoir of surface elevation 148 m and 131 m respectively. The flow rate through the lines is inadequate and a pump is installed to increase the capacity to 0.2 m3/s. Assuming f = 0.012 compute for the energy produce by the pump?
Answer only that SECOND question thanks. Water is issued verAticalFly at the rate of 3D32FAS L45/s through a 6153SA15 234 diamDSeter noASDzzle. What is the the maxiSmum heighDSt of watSDr can reaDSch. A tank in a shape of an inverted cone having a radius of 1 m and a height of 3 m is filled with water. The vertex contains an 100mm diameter orifice whose average discharge coefficient of 0.63. Compute the time needed to empty the tank.
Solve it plz early ok
Apipe through which water flowing is having Dia meter 30cm and 15 cm at Cross section 1, 2 respectiley. The velocity is water at section 1 4.5m/s.find kinetuc head at section 1,2 and Also rate of discharge