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2. Pipeline AB connects two reservoirs. The difference in elevation between the two reservoirs is 33 ft. the pipeline consists of an upstream section, D1= 30 in and L1 = 5000 ft and a downstream section, D2 = 21 in and L2 = 3500 ft. The pipes are concrete (f=0.016) and are connected end to end with a sudden reduction area. Compute the discharge capacity.

2. Pipeline AB connects two reservoirs. The difference in elevation between the two reservoirs is 33 ft. the pipeline consists of an upstream section, D1= 30 in and L1 = 5000 ft and a downstream section, D2 = 21 in and L2 = 3500 ft. The pipes are concrete (f=0.016) and are connected end to end with a sudden reduction area. Compute the discharge capacity.

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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2. Pipeline AB connects two reservoirs. The difference in elevation between the two reservoirs is 33 ft. the pipeline consists of an upstream section, D1= 30 in and L1 = 5000 ft and a downstream section, D2 = 21 in and L2 = 3500 ft. The pipes are concrete (=0.016) and are connected end to end with a sudden reduction area. Compute the discharge capacity.
Transcribed Image Text:2. Pipeline AB connects two reservoirs. The difference in elevation between the two reservoirs is 33 ft. the pipeline consists of an upstream section, D1= 30 in and L1 = 5000 ft and a downstream section, D2 = 21 in and L2 = 3500 ft. The pipes are concrete (=0.016) and are connected end to end with a sudden reduction area. Compute the discharge capacity.
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