Ex 11-3: Design the cruss section of the branch canal (Q= 4.2 m3isec) according toThe canal is unlined (use Kennedy equation to establish critical velocity and manning eq forchecking) n=0.025, z15,S-0.00016.The canal is lined with concrete ( use the best hydraulic section, n-0.015,z-1)Ex 11-4: calculate the seepage losses for one kilometer of canal carry 14 m3/sec using the three methods (USBR , Indian and Egyptian equations). The designed section is trapezoid :Bed width = 6.5 m, depth of flow =2.25,z=1.5The soil is clay ( take the low values of factors)

Seepage loss may be defined as the infiltration downward and lateral movement of water into soil…

Ex 11-4: calculate the seepage losses for one kilometer of canal carry 14 m3/sec using the three methods ( USBR , Indian and Egyptian equations). The designed section is trapezoid : Bed width = 6.5 m, depth of flow =2.25, z=1.5 The soil is clay ( take the low values of factors)

Ex 11-4: calculate the seepage losses for one kilometer of canal carry 14 m3/sec using the three methods ( USBR , Indian and Egyptian equations). The designed section is trapezoid : Bed width = 6.5 m, depth of flow =2.25, z=1.5 The soil is clay ( take the low values of factors)

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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Concept explainers

Time and time related variables in engineering

Time is the event progression starting from past to present and then, future statistically. The time-related variable is any particular value in relation to time to assess its changes on a specified (XY) plane.

Question

Ex 11-3: Design the cruss section of the branch canal (Q= 4.2 m3isec) according to
The canal is unlined (use Kennedy equation to establish critical velocity and manning eq for
checking) n=0.025, z15,S-0.00016.
The canal is lined with concrete ( use the best hydraulic section, n-0.015,z-1)
Ex 11-4: calculate the seepage losses for one kilometer of canal carry 14 m3/sec using the three methods (
USBR , Indian and Egyptian equations). The designed section is trapezoid :
Bed width = 6.5 m, depth of flow =2.25,z=1.5
The soil is clay ( take the low values of factors)

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