A 900 mm diameter pipe 1,800 m long carries 1.2 cu.m./sec from reservoir A, whose water surface is at elevation 200 m and discharges into two pipes, each 1,350 m long and 750 mm in diameter. One of the 750 mm diameter pipe discharges into reservoir B having a water surface elevation of 180 m. Neglect minor losses and assume f=0.20 for all pipes. What is the elevation of reservoir C? Select one: O a. 192.74 m O b. 160.25 m O c. 176.13 m O d. 166.30 m
A 900 mm diameter pipe 1,800 m long carries 1.2 cu.m./sec from reservoir A, whose water surface is at elevation 200 m and discharges into two pipes, each 1,350 m long and 750 mm in diameter. One of the 750 mm diameter pipe discharges into reservoir B having a water surface elevation of 180 m. Neglect minor losses and assume f=0.20 for all pipes. What is the elevation of reservoir C? Select one: O a. 192.74 m O b. 160.25 m O c. 176.13 m O d. 166.30 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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