Reservoir A, the source of water for towns C and D, is at elevation 200m. The distribution reservoir at junction B is at elevation 91.56m and 15,000m from A. Town C with a population of 250,000 is at elevation 56m and is 9,000m from B. Town D with population of 300,000 is at elevation 15,21m and is 6,000m from B. The water demand is 150 liters per capita per day. Neglect all minor losses. Assume friction factor f = 0,02 for all pipes. L1 - Reservoir A to Junction B, L2 = Junction B to Town C and L3 = Junction B to Town D.   Which of the following is nearest to the required diameter of line BC? choices 600 mm 660 mm 510 mm 730 mm   Which of the following is nearest to the required diameter of line AB? choices 600 mm 660 mm 510 mm 730 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Reservoir A, the source of water for towns C and D, is at elevation 200m. The distribution reservoir at junction B is at elevation 91.56m and 15,000m from A. Town C with a population of 250,000 is at elevation 56m and is 9,000m from B. Town D with population of 300,000 is at elevation 15,21m and is 6,000m from B. The water demand is 150 liters per capita per day. Neglect all minor losses. Assume friction factor f = 0,02 for all pipes. L1 - Reservoir A to Junction B, L2 = Junction B to Town C and L3 = Junction B to Town D.
 
Which of the following is nearest to the required diameter of line BC?
choices
600 mm
660 mm
510 mm
730 mm
 
Which of the following is nearest to the required diameter of line AB?
choices
600 mm
660 mm
510 mm
730 mm
 
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