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Problem 4 Solve Problem 15.29 in the textbook. This is a 3-reservoir problem. Draw a sketch of the 3-reservoir system using Figure 15.13 in the textbook as a guide. Make the following changes to the problem data (Show your work fully): Pipe A Length [m] Diameter [cm] Friction Factor, f 3500 150 0.017 800 80 0.025 1500 75 0.015

Problem 4 Solve Problem 15.29 in the textbook. This is a 3-reservoir problem. Draw a sketch of the 3-reservoir system using Figure 15.13 in the textbook as a guide. Make the following changes to the problem data (Show your work fully): Pipe A Length [m] Diameter [cm] Friction Factor, f 3500 150 0.017 800 80 0.025 1500 75 0.015

Structural Analysis
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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6-in. dia, 500 ft 8-in. dia, 1000 ft 12-in. dia, 2000 ft Elevation 920 ft 4-in. dia, 300 ft New cast-iron pipe 15.29 From reservoir A, water is supplied by a 100-cm-diameter, 3000-m-long pipe (f= 0.015). %3D At point D it is divided into two branches. A 50-cm-diameter, 600-m-long pipe (f=0.024) connects to reservoir B while a 60-cm-diameter, 1200-m-long pipe (f = 0.02)connects to reservoir C. The surface elevations at A, B, C, and D are 30 m, 20 m, 10 m, and 25 m, respectively. Determine the flow in each pipe. 692 Distribution Systems Chapter 15 15.30 In Figure 15.13, the elevations of reservoirs A and B and point D are 50 m, 40 m, and 30 m respectively. The flow through reservoir A is 1 m'/s. Determine the flow into reservoir B and reservoir C and the elevation of reservoir C. The following are the pipeline data. Pipe Diameter (m) Length (m) Friction factor AD 0.8 3,000 0.015 DB 0.6 1,500 0.025 DC 0.5 1,000 0.030 15.31 In the network shown in Fig. P15.31, determine the (a) flows in the pipe, and (b) pressure heads at the nodes. C = 130, Vi. Do... 08.. Do... Do... W H... M.. 39°F
Transcribed Image Text:6-in. dia, 500 ft 8-in. dia, 1000 ft 12-in. dia, 2000 ft Elevation 920 ft 4-in. dia, 300 ft New cast-iron pipe 15.29 From reservoir A, water is supplied by a 100-cm-diameter, 3000-m-long pipe (f= 0.015). %3D At point D it is divided into two branches. A 50-cm-diameter, 600-m-long pipe (f=0.024) connects to reservoir B while a 60-cm-diameter, 1200-m-long pipe (f = 0.02)connects to reservoir C. The surface elevations at A, B, C, and D are 30 m, 20 m, 10 m, and 25 m, respectively. Determine the flow in each pipe. 692 Distribution Systems Chapter 15 15.30 In Figure 15.13, the elevations of reservoirs A and B and point D are 50 m, 40 m, and 30 m respectively. The flow through reservoir A is 1 m'/s. Determine the flow into reservoir B and reservoir C and the elevation of reservoir C. The following are the pipeline data. Pipe Diameter (m) Length (m) Friction factor AD 0.8 3,000 0.015 DB 0.6 1,500 0.025 DC 0.5 1,000 0.030 15.31 In the network shown in Fig. P15.31, determine the (a) flows in the pipe, and (b) pressure heads at the nodes. C = 130, Vi. Do... 08.. Do... Do... W H... M.. 39°F
Problem 4 Solve Problem 15.29 in the textbook. This is a 3-reservoir problem. Draw a sketch of the 3-reservoir system using Figure 15.13 in the textbook as a guide. Make the following changes to the problem data (Show your work fully): Pipe A Length [m] Diameter [cm] Friction Factor, f 3500 150 0.017 800 80 0.025 1500 75 0.015 For the irregular channel shown, determine: (a) the area of flow, A [m], (b) the wetted perimeter, P [m]. (c) the hydraulic radius, R[m], (d) the top width, T [m], (e) the hydraulic depth, D [m], and (f) the flowrate, Q (m1 if n = 0.013 and S (slope) = 0.003. 3m 10 m
Transcribed Image Text:Problem 4 Solve Problem 15.29 in the textbook. This is a 3-reservoir problem. Draw a sketch of the 3-reservoir system using Figure 15.13 in the textbook as a guide. Make the following changes to the problem data (Show your work fully): Pipe A Length [m] Diameter [cm] Friction Factor, f 3500 150 0.017 800 80 0.025 1500 75 0.015 For the irregular channel shown, determine: (a) the area of flow, A [m], (b) the wetted perimeter, P [m]. (c) the hydraulic radius, R[m], (d) the top width, T [m], (e) the hydraulic depth, D [m], and (f) the flowrate, Q (m1 if n = 0.013 and S (slope) = 0.003. 3m 10 m
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