KINDLY DRAW THE FBD FOR NUMBERS 2-4. DRAW ONLY THE FBD AND LABEL THEM. 2.Determine the (a) actual discharge, (b) theoretical discharge and (c) weircoefficient over a 90° V-notch weir for a head of 180 mm flowing 400 liters in 20seconds.3.In a river 60ft wide, having an average depth of 3.4ft and a mean velocity of1.15 fps, a contracted rectangular weir 30ft long is to be constructed.Determine the head over the weir, assuming free fall.4.A sharp-crested weir 4ft high extends across a rectangular channel 10ft wide.If the measure head is 1.22ft, determine the discharge using the Francisformula.N

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2. Determine the (a) actual discharge, (b) theoretical discharge and (c) weir coefficient over a 90° V-notch weir for a head of 180 mm flowing 400 liters in 20 seconds.

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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Site Plan Requirements

A site plan (also known as a plot plan) is a diagram or process to show the proposed improvements on an existing property. A site plan is important, as it provides information regarding the landscape features of a given plot of land. Zoning is done or can be understood with the help of a site plan.

Question

KINDLY DRAW THE FBD FOR NUMBERS 2-4. DRAW ONLY THE FBD AND LABEL THEM.

2.
Determine the (a) actual discharge, (b) theoretical discharge and (c) weir
coefficient over a 90° V-notch weir for a head of 180 mm flowing 400 liters in 20
seconds.
3.
In a river 60ft wide, having an average depth of 3.4ft and a mean velocity of
1.15 fps, a contracted rectangular weir 30ft long is to be constructed.
Determine the head over the weir, assuming free fall.
4.
A sharp-crested weir 4ft high extends across a rectangular channel 10ft wide.
If the measure head is 1.22ft, determine the discharge using the Francis
formula.
N

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