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)
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)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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