e) Cross-sectional area @ HI 2. 6m 2.6m 2.6m 1. 6m 2m 2m 2.5m K 1.7 2.4 2m 2. 1m 1.4m 1m f) Cross-sectional area @ JK 1m 2m g) Sub-volume of reservoir from A to BC h) Sub-volume of reservoir from BC to DE i) Sub-volume of reservoir from DE to FG j) Sub-volume of reservoir from FG to HI k) Sub-volume of reservoir from HI to JK 1) Sub-volume of reservoir from JK to L m) What is the total capacity of the reservoir?

e) Cross-sectional area @ HI 2. 6m 2.6m 2.6m 1. 6m 2m 2m 2.5m K 1.7 2.4 2m 2. 1m 1.4m 1m f) Cross-sectional area @ JK 1m 2m g) Sub-volume of reservoir from A to BC h) Sub-volume of reservoir from BC to DE i) Sub-volume of reservoir from DE to FG j) Sub-volume of reservoir from FG to HI k) Sub-volume of reservoir from HI to JK 1) Sub-volume of reservoir from JK to L m) What is the total capacity of the reservoir?

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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For the water distribution system given below, find the discharge at each pipe. The roughness for all pipes is 0.02. Pipe Diameter Length El. = 126 m (cm) (m) AJ 15 350 El. = 109 m BJ 10 200 CJ 10 250 A El. = 100 m
The reservoir's water flow traverses a 15-meter-long spillway, lowering the water's height from 83 meters to 81.5 meters, with the crest elevation at 80 meters, in 30 minutes. Apply C = 1.84. A) What is the reservoir's area?B) How long does it take to extract water from an elevation of 83 m/80.2 m? C) After 20 minutes, what is the water's ultimate elevation?
Question 7 (Parallel pipes) Two reservoirs are connected by two parallel pipelines with diameters of 0.8m and 0.6m as shown in Figure 8. The pipelines are both 3 km long with a value of 0.03. The combine discharge through the pipelines must be at least. Pipe 2 Pipe 1 Figure 8 a) When the total discharge is, what is the flow rate in the individual pipeline? b) What is the minimum difference in the elevation of the surface water level in the two reservoirs required to maintain a flow of through the pipelines?
DRAW AN ILLUSTRATION OF THE FIGURE. SHOW COMPLETE AND DETAILED SOLUTIONS.
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Three reservoirs are connected respectively with pipes 1, 2 and 3 joining at a common junction P. Reservoir B is at elevation 300 m and reservoir C is at elevation 277 m. Pipe 1 is 800 mm in diameter and 800 m long, pipe 2 is 600 mm in diameter and 500 m long and pipe 3 is 400 mm in diameter, 800 m long. Reservoir A supplies 560 liters per second to reservoirs B and C. What is the flow in pipe 2? Neglect minor losses and assume f=0.25 for all pipes. Select one: O a. 179 liters per second O b. 354 liters per second O . 132 liters per second O d. 231 liters per second
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Three reservoirs are connected respectively with pipes 1, 2 and 3 joining at a common junction P. Reservoir B is at elevation 300 m and reservoir C is at elevation 277 m. Pipe 1 is 800 mm in diameter and 800 m long, pipe 2 is 600 mm in diameter and 500 m long and pipe 3 is 400 mm in diameter, 800 m long. Reservoir A supplies 560 liters per second to reservoirs B and C. Neglect minor losses and assume f=0.25 for all pipes. What is the flow in pipe 3? Select one: O a. 329 liters per second O b. 428 liters per second O c. 381 liters per second O d. 206 liters per second
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
Given the reservoir and sections shown below, determine what is asked for. Show complete and detailed solutions. Draw a figure also.
Length of pipe from Reservoir A = 600 m Diameter of pipe from Reservoir A = 450 mm Discharge from Reservoir A = 0.25 m^3/s Length of pipe that leads to Reservoir B = 450 m Diameter of pipe that leads to Reservoir B = 300 mm Length of pipe that leads to Reservoir C = 450 m *The water level of Reservoir A is 4.5 meters higher than that in Reservoir B* *The water level of Reservoir A is 6 meters higher than that in Reservoir C* *For all pipes, assume f = 0.02* What is the diameter of the cast-iron pipe that leads to reservoir C?