Q2/ A cross regulator is designed to pass a normal full supply of discharge of 2.5 m/sec with 0.1m head loss. The u/s and D/s canal section parameters are given as shown in table below D/s u/s 3 Discharge (m/sec) BL (m) F.S.L. (m) Bed width (m) Manning's 2.5 32.21 32.11 33.45 33.35 2.0 1.5 0.015 0.015 Required: Clear waterway width (C1= 0.577, C2= 0.8)

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q2/ A cross regulator is designed to pass a normal full supply of discharge of 2.5 m/sec with 0.1m
head loss. The u/s and D/s canal section parameters are given as shown in table below
D/s
u/s
3
Discharge (m/sec)
B.L (m)
F.S.L. (m)
Bed width (m)
Manning's
2.5
32.21
33.45
32.11
33.35
2.0
1.5
0.015
0.015
Required: Clear waterway width (Cc1= 0.577, C2= 0.8)
Transcribed Image Text:Q2/ A cross regulator is designed to pass a normal full supply of discharge of 2.5 m/sec with 0.1m head loss. The u/s and D/s canal section parameters are given as shown in table below D/s u/s 3 Discharge (m/sec) B.L (m) F.S.L. (m) Bed width (m) Manning's 2.5 32.21 33.45 32.11 33.35 2.0 1.5 0.015 0.015 Required: Clear waterway width (Cc1= 0.577, C2= 0.8)
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