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Two pipes A and B which are connected in series have diameters and lengths equal to 400 mm 0200 m, 600 mm 0 300 m respectively. Water flows in the pipe 300 lit/s. The difference of elevation between the entrance and exit of the pipe is 5 m. Assume f = 0.02 for all pipes. Compute the head loss due to friction. a. 2.57 m b. 6.22 m 1. c. 3.47 m d. 3.21 m Determine the change in pressure between A and B. a. 11.54 kPa b. 18.21 kPa 2. c. 15.76 kPa d. 17.27 kPa Compute the equivalent length for a 300 mm Qpipe, made of the same material. 3. a. 54 m b. 57 m c. 52 m d. 59 m

Two pipes A and B which are connected in series have diameters and lengths equal to 400 mm 0200 m, 600 mm 0 300 m respectively. Water flows in the pipe 300 lit/s. The difference of elevation between the entrance and exit of the pipe is 5 m. Assume f = 0.02 for all pipes. Compute the head loss due to friction. a. 2.57 m b. 6.22 m 1. c. 3.47 m d. 3.21 m Determine the change in pressure between A and B. a. 11.54 kPa b. 18.21 kPa 2. c. 15.76 kPa d. 17.27 kPa Compute the equivalent length for a 300 mm Qpipe, made of the same material. 3. a. 54 m b. 57 m c. 52 m d. 59 m

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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Two pipes A and B which are connected in series have diameters and lengths equal to 400 mm 0200 m, 600 mm 0 300 m respectively. Water flows in the pipe 300 lit/s. The difference of elevation between the entrance and exit of the pipe is 5 m. Assume f = 0.02 for all pipes. 1. Compute the head loss due to friction. a. 2.57 m c. 3.47 m b. 6.22 m d. 3.21 m Determine the change in pressure between A and B. c. 15.76 kPa d. 17.27 kPa 2. a. 11.54 kPa b. 18.21 kPa Compute the equivalent length for a 300 mm Opipe, made of the same material. a. 54 m b. 57 m c. 52 m d. 59 m 3.
Transcribed Image Text:Two pipes A and B which are connected in series have diameters and lengths equal to 400 mm 0200 m, 600 mm 0 300 m respectively. Water flows in the pipe 300 lit/s. The difference of elevation between the entrance and exit of the pipe is 5 m. Assume f = 0.02 for all pipes. 1. Compute the head loss due to friction. a. 2.57 m c. 3.47 m b. 6.22 m d. 3.21 m Determine the change in pressure between A and B. c. 15.76 kPa d. 17.27 kPa 2. a. 11.54 kPa b. 18.21 kPa Compute the equivalent length for a 300 mm Opipe, made of the same material. a. 54 m b. 57 m c. 52 m d. 59 m 3.
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