For all pipes, the roughness coefficient n = 0.011. Find in cms: a.)Discharge at pipe 1/reservoir A. b.)Discharge at pipe 2/reservoir B. c.)Discharge at pipe 3/reservoir C. PIPELINE LENGTH (m) DIAMETER (mm) 1 1241 344 2 912 211 3 1524 122

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For all pipes, the roughness coefficient n = 0.011. Find in cms:
a.)Discharge at pipe 1/reservoir A.
b.)Discharge at pipe 2/reservoir B.
c.)Discharge at pipe 3/reservoir C.

PIPELINE LENGTH (m) DIAMETER (mm)
1 1241 344
2 912 211
3 1524 122
El. 30 m
A
El. 24 m
El. 15 m
C
(3
El. Om
B.
Transcribed Image Text:El. 30 m A El. 24 m El. 15 m C (3 El. Om B.
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