The 6 inch pipeline as shown conducts water from a reservoir and discharges at a lower elevation through a nozzle which has a discharge diameter of 2 inch. The water surface in the reservoir (1) is at elevation 100 ft and the pipe intake ( 2 and 3) at elevation 80 ft and the nozzle ( 4 and 5 ) at elevation 0. The head losses are: from 1 to 2, 0 ft; from 2 to 3, 2 ft; from 3 to 4, 30 ft; from 4 to 5, 10 ft. Compute the discharge and make a table showing elevation head, velocity head, pressure head and total head at each of the five points.
The 6 inch pipeline as shown conducts water from a reservoir and discharges at a lower elevation through a nozzle which has a discharge diameter of 2 inch. The water surface in the reservoir (1) is at elevation 100 ft and the pipe intake ( 2 and 3) at elevation 80 ft and the nozzle ( 4 and 5 ) at elevation 0. The head losses are: from 1 to 2, 0 ft; from 2 to 3, 2 ft; from 3 to 4, 30 ft; from 4 to 5, 10 ft. Compute the discharge and make a table showing elevation head, velocity head, pressure head and total head at each of the five points.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The 6 inch pipeline as shown conducts water from a reservoir and discharges at a lower elevation through a nozzle which has a discharge diameter of 2 inch. The water surface in the reservoir (1) is at elevation 100 ft and the pipe intake ( 2 and 3) at elevation 80 ft and the nozzle ( 4 and 5 ) at elevation 0. The head losses are: from 1 to 2, 0 ft; from 2 to 3, 2 ft; from 3 to 4, 30 ft; from 4 to 5, 10 ft. Compute the discharge and make a table showing elevation head, velocity head, pressure head and total head at each of the five points.
Transcribed Image Text:WS
2.
6" Pipe
2" Jét
5
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