Three reservoirs are connected by individual pipes to junction O as shown on the figure below. Find the elevation of reservoir C in order that the discharge in pipe AO from reservoir A is 0.15 cubic meter per second. Use Darcy-Weisbach formula with f = 0.02. Draw the final hydraulic gradient line (HGL).

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Three reservoirs are connected by individual pipes to junction O as shown on the figure below. Find the elevation of reservoir C in order that the discharge in pipe AO from reservoir A is 0.15 cubic meter per second. Use Darcy-Weisbach formula with f = 0.02. Draw the final hydraulic gradient line (HGL). 

Reservoir 

Discharge, Q (m^3/s) 

Diam., D (cm) 

Length, L (km) 

WS elev. (m) 

0.15 (out) 

35 

1.40 

145 

25 

0.90 

125 

30 

1.60 

A
В
Transcribed Image Text:A В
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