B - For a stiffy clay soil Do you accept depth of flow 3m with So-0.0007 if the ratioof B/y-3 and the cross section of the canal was rectangle.? Why?Q2: A cross regulator was constructed with square entrance at a suitable location on amain channel after excavating two branch channels each one takes 4 m/sec ,by usingthe following information's with the shown Fig.1. Do the followings' a) Find the waterway for this regulator(The cross regulator), b) Suggest number of piers. River data : Qnormal =100 m3/sec, Q flood 1.2 Q normalMain canal data : Q normal=15.3 m3/sec Q flood =1.2 Q normal, , Bed width=3.5m,So-6.7 cm/km, Side slope =1.5(h):1(v); n-0.015,Water level on the main canal after thetwo branch channels are excavated( at the point F in the figure) = 50.86 m ,Water levelat d/s side of the cross regulator =50.73 m, Bed level at d/s side of the cross regulator =47m.MainbranchriverMain canalthe CrossRegulator55mbranch

Solution Given That Depth of flow y=3 m By=3 S0=0.0007

B- For a stiffy clay soil Do you accept depth of flow 3m with So-0.0007 if the ratio of B/y-3 and the cross section of the canal was rectangle.? Why? Q2: A cross regulator was constructed with square entrance at a suitable location on a

B- For a stiffy clay soil Do you accept depth of flow 3m with So-0.0007 if the ratio of B/y-3 and the cross section of the canal was rectangle.? Why? Q2: A cross regulator was constructed with square entrance at a suitable location on a

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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Q1
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