The 150-mm pipeline shown below conducts water from the reservoir and discharges at a lower elevation through a nozzle with a discharge diameter of 50 mm. The water surface in reservoir 1 is at an elevation of 30 m, the pipe intake 2 and 3 at an elevation of 25 m, and the nozzle 4 and 5 at elevation 0. The head losses are: from 1 to 2, 0; from 2 to 3, 0.6 m; from 3 to 4, 9 m; from 4 to 5, 3 m. Compute the pressure head at point 4 in m.
The 150-mm pipeline shown below conducts water from the reservoir and discharges at a lower elevation through a nozzle with a discharge diameter of 50 mm. The water surface in reservoir 1 is at an elevation of 30 m, the pipe intake 2 and 3 at an elevation of 25 m, and the nozzle 4 and 5 at elevation 0. The head losses are: from 1 to 2, 0; from 2 to 3, 0.6 m; from 3 to 4, 9 m; from 4 to 5, 3 m. Compute the pressure head at point 4 in m.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The 150-mm pipeline shown below conducts water from the reservoir and discharges at a lower elevation through a nozzle with a discharge diameter of 50 mm. The water surface in reservoir 1 is at an elevation of 30 m, the pipe intake 2 and 3 at an elevation of 25 m, and the nozzle 4 and 5 at elevation 0. The head losses are: from 1 to 2, 0; from 2 to 3, 0.6 m; from 3 to 4, 9 m; from 4 to 5, 3 m. Compute the pressure head at point 4 in m.
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