Situation 6: The total flow from Reservoir A in the figure is 650 L/s. The rate flow of pipeline 4 is 380 L/s. Neglect minor loss(velocity head of pipeline 4)18. Determine the hedloss at pipeline 419. Determine the headloss at pipeline 220. Compute the rate of flow of pipeline 221. Compute the length of pipeline 122. Compute the elevation of reservoir BVEL 50 mD = 600 mmf = 0.02L-1850 mD-750 mmf = 0.022L = 4600 mD 300 mmmf = 0.0224EL 15 mL= 4500 mD = 500 mmf0.019

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Answered: Situation 6: The total flow from…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

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Problem 5: Energy Grade Line (EGL) and Hydraulic Grade Line (HGL) A small pipe discharges into a big pipe as sketched below. The head loss per length for the small pipe is 0.5 ft head per 1.0 ft length, or ho/L=0.5. The head loss in the big pipe is negligible. There is 1.0 ft of head loss associated with the transition from the small pipe to the big pipe. Which of the following sketches most accurately describes the hydraulic grade line (HGL), shown dashed, and the energy grade line (EGL), shown solid? Choose (a)-(d), re- sketch, and explain your choice. (a) (b) (c) (d)
Consider the pipe network shown. Water enters at 440li/sec at node A and goes out at a rate of 110li/sec at node D and at 330li/sec at E. Use a friction factor of 0.02 using Darcy Weishback formula for head loss. Determine the correction factor for the two loops, the corrected flow for the pipelines and show the corrected flow in the diagram. Check the flows at each node. 440li's L=700m A D=100mm E L=900m D=150mm 330li/s D L=900m D=100mm L=1800m D=150mm В For CE: L=600m D=200mm L=400 D=180mm 110li's ANSWER: a) ¤1 = 0.0129, x2 = 0.0763 b) AB = 0.2329, BE = 0.1863, CE = 0.1437 m³/s, %3D DC = 0.0971, BC = 0.0466, AD = 0.2071
Two reservoirs are connected by a pipeline consisting of pipe 1, pipe 2, pipe 3connected in series with length of 170 m, 300 m, 210 m respectively. Thedifferent in water surface levels in two reservoirs is 12 m. The friction coefficientfor pipe 1, pipe 2 and pipe 3 are 0.0052, 0.005 and 0.0048 respectively. Based onTable 2 and the setting given, determine the flowrate of the flow if the entranceloss coefficient is 0.25 considering :(i) minor losses; and(ii) neglecting minor losses. pipe 1= 210(mm) pipe 2= 310(mm) Pipe 3= 410(mm)
2. Reservoir A, B, and C are connected by pipelines 1, 2, and 3 respectively which meets at the junction x. the elevation of reservoir A is 300 m, reservoir B is 302. 5 m, ad reservoir C is 277 m. A) Compute the flow rate at reservoir A B) Compute the flow rate at reservoir B C) Compute the reservoir C VEL 300 m Qa=0.19326 m³/s Qb = 0.3476 m/s (giver) Qc = 0.5408 m/s LEL 302.5 m VEL 277 m Pipe 1 2 3 0.0208 0.0168 0.0175 diameter (mm) 900 600 450 Length (m ) 800 1200 1000
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Problem 1: A constant head tank delivers water through a uniform pipeline to a tank, at a lower level from which the water discharges over a rectangular weir. If pipeline length 20 m, diameter 100 mm, roughness size 0.2 mm, length of weir crest 0.25 m, calculate the steady discharge and head over the weir crest. (take Cd = 0.6) %3D H.
46. Situation 16 - The flow of water from Reservoir A shown is 600 L/s. Properties of the system are as follows: a. Determine the water surface elevation, in meters, of reservoir B for the flow to be possible. Round off to two decimal places. b. Determine the flow in Line 3 in L/s. Round off to two decimal places. c. Determine the headloss, in meters, in Line 1. Round off to two decimal places.
Two reservoirs are connected by a pipeline consisting of pipe 1, pipe 2, pipe 3connected in series with length of 170 m, 300 m, 210 m respectively. Thedifferent in water surface levels in two reservoirs is 12 m. The friction coefficientfor pipe 1, pipe 2 and pipe 3 are 0.0052, 0.005 and 0.0048 respectively. Based onTable 2 and the setting given, determine the flowrate of the flow if the entranceloss coefficient is 0.25 considering :(i) minor losses; and(ii) neglecting minor losses. pipe 1=220(mm) pipe 2 =320(mm) Pipe 3 =420(mm)

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