I need right answers with detailed calculations The headwater level in a sharp-crested weir-gate is1.5 m. The height of the weir is= 1.15 m and the gate opening isa= 0.1 m. The interaction factor and the specificdischarge through the weir-gate are:A0.975, 0.68 m/sВ0.855, 0.45 m2/sCC 0.975, 0.45 m?/sD0.855, 0.68 m/s

Data Given: Head water level = 1.5 mHeight of the weier = 1.15 mGate opening = 0.1 m Asked:…

The headwater level in a sharp-crested weir-gate is 1.5 m. The height of the weir is P = 1.15 m and the gate opening is a = 0.1 m. The interaction factor and the specific discharge through the weir-gate are: A 0.975, 0.68 m²/s B 0.855, 0.45 m/s C 0.975, 0.45 m2/s D 0.855, 0.68 m²/s

The headwater level in a sharp-crested weir-gate is 1.5 m. The height of the weir is P = 1.15 m and the gate opening is a = 0.1 m. The interaction factor and the specific discharge through the weir-gate are: A 0.975, 0.68 m²/s B 0.855, 0.45 m/s C 0.975, 0.45 m2/s D 0.855, 0.68 m²/s

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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Question

I need right answers with detailed calculations

The headwater level in a sharp-crested weir-gate is
1.5 m. The height of the weir is
= 1.15 m and the gate opening is
a
= 0.1 m. The interaction factor and the specific
discharge through the weir-gate are:
A
0.975, 0.68 m/s
В
0.855, 0.45 m2/s
C
C 0.975, 0.45 m?/s
D
0.855, 0.68 m/s

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