A. determine the discharge through the pipe connected to reservoir X.B. what is the head loss due to friction for the pipe connected to reservoir Y.C. what is the elevation of the highest reservoir, reservoir z, to the nearest whole number. Three reservoirs Z, Y, and X meet atjunction P. Reservoir Y (25m aboveReservoir X) is at Elev. 282m.Diameter LengthPipe(mm)C|(m)Pipe750988100Pipe900Y1410 110Pipe6001022 90If the rate of flow from the highestreservoir, Reservoir Z, is 605 L/s,then:

Three reservoirs Z, Y, and X meet at junction P. Reservoir Y (25m above Reservoir X) is at Elev. 282m. Diameter Length Pipe (mm) C (m) Pipe 750 988 100 Pipe 900 Y 1410 110 Pipe 600 1022 90 If the rate of flow from the highest reservoir, Reservoir Z, is 605 L/s, then:

Three reservoirs Z, Y, and X meet at junction P. Reservoir Y (25m above Reservoir X) is at Elev. 282m. Diameter Length Pipe (mm) C (m) Pipe 750 988 100 Pipe 900 Y 1410 110 Pipe 600 1022 90 If the rate of flow from the highest reservoir, Reservoir Z, is 605 L/s, then:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

A. determine the discharge through the pipe connected to reservoir X.
B. what is the head loss due to friction for the pipe connected to reservoir Y.
C. what is the elevation of the highest reservoir, reservoir z, to the nearest whole number.

Three reservoirs Z, Y, and X meet at
junction P. Reservoir Y (25m above
Reservoir X) is at Elev. 282m.
Diameter Length
Pipe
(mm)
C
|(m)
Pipe
750
988
100
Pipe
900
Y
1410 110
Pipe
600
1022 90
If the rate of flow from the highest
reservoir, Reservoir Z, is 605 L/s,
then:

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