Problem 2. A pump-pipeline system delivers water between two reservoirs with the lowerand upper water surfaces at 45.5 m and 52.9 m, respectively. When a single pump is used,the flow rate is 0.595 m³/s with a pump head of 66.3 m. 8 19dm9v0V vebird anda. Determine the system head curve.solasit bi owTI msidor9b. What would be the flow rate if two identical pumps were used in series? Assume thesystem head curve not to change.Single pump characteristic curve:Q (m³/s)H (m)091.40.1589.80.3085.10.4577.20.6065.90.7552.60.9036.31.0515.7toq guitar9qo ed aminus1922ol ronini olge .qd

Answered: Problem 2. A pump-pipeline system…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Reservoirs A and D are connected by a pipeline system as shown below. The water surface elevations at Reservoirs A and D are 100 ft and 80 ft, respectively. What is flow rate for each of the three pipes between B and C? The minor head loss coefficients are 0.5 and 1.0 for the entrance and the exit, respectively. L= 750' D= 18" EL. 100' C= 100 A L= 600' D= 20" В C= 100 EL. 80' L = 1000' L = 1000' D= 20" C= 100 D=24" C= 100 L = 700' D= 24" C= 100
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Situation 3: Three pipes of different lengths and diameters connected in series as shown discharge 0.160 m'/s. Determine the difference in elevation between the two reservoirs. Neglect minor losses. H What will be the diameter of a single pipe that can replace all the three Pipe1 Pipe 2 Pipe 3 pipes? It shoud carry the same discharge and incur the same total head loss. Assume that the distance between reservoir is constant. L- 800 m D- 45 cm f- 0.012 L-1500 m L- 1800m D- 90 cm D- 60 cm 1-0.012 f-0.012
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1. Find the flow rate out of reservoir A. 2. Find the flow rate towards reservoir C. 3. What is the elevation of reservoir C.
Reservoirs A, B, and C are connected by pipelines 1, 2, and 3 respectively which meets at the junction D. Reservoir A is at elevation 80 m, reservoir B is at elevation 50 m, and reservoir C is at elevation 10 m. Diameter Length Friction Factor 400 mm 500 mm Pipe 1800 m 2000 m 1 0.02 2 0.025 3 800 mm 4000 m 0.03 a. Compute the discharge flowing out of reservoir A. b. Determine the discharge flowing in or out at reservoir B. c. Find the discharge flowing towards reservoir C.
A 900 mm diameter pipe 1,800 m long carries 1.2 cu.m./sec from reservoir A, whose water surface is at elevation 200 m and discharges into two pipes, each 1,350 m long and 750 mm in diameter. One of the 750 mm diameter pipe discharges into reservoir B having a water surface elevation of 180 m. What is the flow in pipe 2? Neglect minor losses and assume f=0.20 for all pipes. Select one: O a. 980 liters per second O b. 520 liters per second O c. 1,165 liters per second O d. 350 liters per second
A 250 mm cast iron pipe 600 m long carries a discharge of 250 liters/sec. between the two reservoirs A and B with A higher than B. If the flow rate is doubled by replacing the existing pipeline of the same diameter, what length of pipe should be used? Assume f = 0.02.
find the discharges in each of the pipes for the following pipe network configuration Given data L = 200 m D = 4cm f = 0.05 15 cumec A E B D с 15 cumec
A pump is being utilized to deliver a flow rate of 500 li/sec from a reservoir of surface elevation of 65 m to another reservoir of surface elevation 95 m. The total length and diameter of the suction and discharge pipes are 500 mm, 1500 m and 30 mm, 1000 m respectively. Assume a head lose of 2 me- ters per 100 m length of the suction pipe and 3 m per 100 m length of the discharge pipe. What is the required horsepower of the pump? PLEASE INCLUDE FIGURE AND DERIVATION
Please solve the following. This is hydraulics subject. Please always retain 3 decimal places upon calculation and in the final answer. Please put an appropriate units upon calculation and in the final answer. Put diagram if necessary. Problem: A new water supply system project will be implemented. If the design parameters for the transmission line requires an average velocity of 1.65 m/s, the minimum head loss is 1 m per 500 m, and the C-value is 100, determine the discharge that the pipe can carry, consider the length is 87.5 km and the diameter is 1.4 m.

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