The pipeline 1 has a diameter of 600 mm and a length of 3 km. Its inlet is at the bottom of reservoir A which is located at elevation 270 m. Then the pipeline divides into two 450 mm diameter pipelines namely 2 and 3. Line 2 discharges 567 L/s through its 1.5 km length into reservoir B with the water surface in reservoir B at elevation 150 m. Line 3 which is 1.2 km long ends at reservoir C. The water surface in reservoir A is at elevation 303 m. All pipes are fairly smooth steel with f = 0.0115 for line 1 and f = 0.012 for lines 2 and 3. Determine the rates of flow of lines 1 and 3, and the elevation of reservoir C. Elev = 303 m Élev = 270 m Elev = 150 m Elev = ?

The pipeline 1 has a diameter of 600 mm and a length of 3 km. Its inlet is at the bottom of reservoir A which is located at elevation 270 m. Then the pipeline divides into two 450 mm diameter pipelines namely 2 and 3. Line 2 discharges 567 L/s through its 1.5 km length into reservoir B with the water surface in reservoir B at elevation 150 m. Line 3 which is 1.2 km long ends at reservoir C. The water surface in reservoir A is at elevation 303 m. All pipes are fairly smooth steel with f = 0.0115 for line 1 and f = 0.012 for lines 2 and 3. Determine the rates of flow of lines 1 and 3, and the elevation of reservoir C. Elev = 303 m Élev = 270 m Elev = 150 m Elev = ?

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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Question

The pipeline 1 has a diameter of 600 mm and a length of 3 km.
Its inlet is at the bottom of reservoir A which is located at
elevation 270 m. Then the pipeline divides into two 450 mm
diameter pipelines namely 2 and 3. Line 2 discharges 567 L/s
through its 1.5 km length into reservoir B with the water surface
in reservoir B at elevation 150 m. Line 3 which is 1.2 km long
ends at reservoir C. The water surface in reservoir A is at
elevation 303 m. All pipes are fairly smooth steel with
f = 0.0115 for line 1 and f = 0.012 for lines 2 and 3. Determine
the rates of flow of lines 1 and 3, and the elevation of reservoir
C.
Elev = 303 m
Élev = 270 m
Elev = 150 m
B
Elev = ?

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