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flow through each pipe. Ioss and 15.27 Two reservoirs having a difference of 40 ft in water elevations are connected by a 1.5-mile- long cast-iron pipe of 1 ft diameter. A second pipe 1.5 ft in diameter and one-half mile in length is laid alongside the first one for the last half mile. How is the discharge affected? 15.28 For the pipe system shown in Fig. P15.28, determine the rate of flow. Disregard the minor losses. Figure P15.28

flow through each pipe. Ioss and 15.27 Two reservoirs having a difference of 40 ft in water elevations are connected by a 1.5-mile- long cast-iron pipe of 1 ft diameter. A second pipe 1.5 ft in diameter and one-half mile in length is laid alongside the first one for the last half mile. How is the discharge affected? 15.28 For the pipe system shown in Fig. P15.28, determine the rate of flow. Disregard the minor losses. Figure P15.28

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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15.27
15.26 A flow of 1 m/s is divided into three parallel cast-iron pipes of diameters 500, 250, and 400 mm and lengths 400 m, 100 m, and 250 m, respectively. Determine the head loss and flow through each pipe. 15.27 Two reservoirs having a difference of 40 ft in water elevations are connected by a 1.5-mile- long cast-iron pipe of 1 ft diameter. A second pipe 1.5 ft in diameter and one-half mile in length is laid alongside the first one for the last half-mile. How is the discharge affected? 15.28 For the pipe system shown in Fig. P15.28, determine the rate of flow. Disregard the minor losses. Figure P15.28 Elevation 1000 ft 6-in. dia, 500 ft 8-in. dia, 1000 ft 12-in. dia, 2000 ft Elevation 92O ft 4-in, dia, 300 ft New cast-iron pipe 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. 15.29 From reservoir A, water is supplied by a 100-cm-diameter, 3000-m-long pipe (f= 0.015). Distribution Systems Chapter 15
Transcribed Image Text:15.26 A flow of 1 m/s is divided into three parallel cast-iron pipes of diameters 500, 250, and 400 mm and lengths 400 m, 100 m, and 250 m, respectively. Determine the head loss and flow through each pipe. 15.27 Two reservoirs having a difference of 40 ft in water elevations are connected by a 1.5-mile- long cast-iron pipe of 1 ft diameter. A second pipe 1.5 ft in diameter and one-half mile in length is laid alongside the first one for the last half-mile. How is the discharge affected? 15.28 For the pipe system shown in Fig. P15.28, determine the rate of flow. Disregard the minor losses. Figure P15.28 Elevation 1000 ft 6-in. dia, 500 ft 8-in. dia, 1000 ft 12-in. dia, 2000 ft Elevation 92O ft 4-in, dia, 300 ft New cast-iron pipe 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. 15.29 From reservoir A, water is supplied by a 100-cm-diameter, 3000-m-long pipe (f= 0.015). Distribution Systems Chapter 15
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