HYDRAULICS Reservoir A, the source of water for districts C and D is at elev. 350 m. The distribution reservoir is at junction B which is at elev. 210 m and 10 km from A. District C’s reservoir is at elev. 170 m and is 7.5 km from B. District D’s reservoir is at elev. 115 m and the line BD is 400 mm in diameter. Assuming line AB is 600 mm in diameter and the estimated demand per capita per day is 120 L, and neglecting minor losses, (a) determine the total population that reservoir A can serve. (b) If district C has a population of 350,000 people, determine the required diameter of line BC in mm. (c) If line BD is 400 mm in diameter, how far is district D from B in km?

Structural Analysis
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HYDRAULICS Reservoir A, the source of water for districts C and D is at elev. 350 m. The distribution reservoir is at junction B which is at elev. 210 m and 10 km from A. District C’s reservoir is at elev. 170 m and is 7.5 km from B. District D’s reservoir is at elev. 115 m and the line BD is 400 mm in diameter. Assuming line AB is 600 mm in diameter and the estimated demand per capita per day is 120 L, and neglecting minor losses, (a) determine the total population that reservoir A can serve. (b) If district C has a population of 350,000 people, determine the required diameter of line BC in mm. (c) If line BD is 400 mm in diameter, how far is district D from B in km?
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