A 1233 mm diameter concrete pipe 1855 m long carries 1.5 m3/s from reservoir A, whose water surface is at elevation 58 m, and discharges into two concrete pipes, each 1438 m long and 754 mm in diameter. One of the 754 mm diameter pipe discharges into reservoir B in which the water surface is at elevation 50 m. Determine the head loss in meters of pipe 2. Assume f =0.036 for all pipes.
A 1233 mm diameter concrete pipe 1855 m long carries 1.5 m3/s from reservoir A, whose water surface is at elevation 58 m, and discharges into two concrete pipes, each 1438 m long and 754 mm in diameter. One of the 754 mm diameter pipe discharges into reservoir B in which the water surface is at elevation 50 m. Determine the head loss in meters of pipe 2. Assume f =0.036 for all pipes.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 1233 mm diameter concrete pipe 1855 m long carries 1.5 m3/s from reservoir A, whose water surface is at elevation 58 m, and discharges into two concrete pipes, each 1438 m long and 754 mm in diameter. One of the 754 mm diameter pipe discharges into reservoir B in which the water surface is at elevation 50 m. Determine the head loss in meters of pipe 2. Assume f =0.036 for all pipes.
Round your answer to 2 decimal places.
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