4. Determine the discharge of the weir having a head of 1.5 m (in L/s). C = 0.61A) If V-notch were used, 0 = 75°B) If a trapezoidal weir with sides inclined 10° with the vertical and a length of crest is 3 mC) If a rectangular weir 2 m long is used

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4. Determine the discharge of the weir having a head of 1.5 m (in L/s). C = 0.61 A) If V-notch were used, 0 = 75⁰ B) If a trapezoidal weir with sides inclined 10° with the vertical and a length of crest is 3 m C) If a rectangular weir 2 m long is used

4. Determine the discharge of the weir having a head of 1.5 m (in L/s). C = 0.61 A) If V-notch were used, 0 = 75⁰ B) If a trapezoidal weir with sides inclined 10° with the vertical and a length of crest is 3 m C) If a rectangular weir 2 m long is used

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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Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

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4. Determine the discharge of the weir having a head of 1.5 m (in L/s). C = 0.61
A) If V-notch were used, 0 = 75°
B) If a trapezoidal weir with sides inclined 10° with the vertical and a length of crest is 3 m
C) If a rectangular weir 2 m long is used

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