Kindly answer correctly. Please show the necessary steps. An experiment is conducted in a laboratory channel. Accuracy is important. The channel is 50 cm wide. Thedischarge down the channel is measured using a rectangular weir that has a crest 25 cm long. The crest of theweir is set at a height of 25 cm above the bottom of the channel. The head over the weir crest, measured at asuitable distance upstream is 25 cm. The coefficient of the discharge of the weir is 0.781. Ignoring sidecontractions:(a) Calculate the discharge ignoring the velocity of approach(b) Calculate the discharge taking into account the velocity of approach(c) Calculate the percentage error in the discharge that results from ignoring the velocity of approach.a)Estimate of discharge ignoring the velocity of approach (l/s)Round your answer to 1 decimal place. b)Estimate of discharge taking account of velocity of approach (1 iteration) (l/s)

Given data in the question : Width of the channel (b): 50 cm Length of the crest of the weir (L):…

charge down the channel is measured using a rectangular weir that has a crest 25 cm long. The crest of ir is set at a height of 25 cm above the bottom of the channel. The head over the weir crest, measured a table distance upstream is 25 cm. The coefficient of the discharge of the weir is 0.781. Ignoring side ntractions: Calculate the discharge ignoring the velocity of approach

charge down the channel is measured using a rectangular weir that has a crest 25 cm long. The crest of ir is set at a height of 25 cm above the bottom of the channel. The head over the weir crest, measured a table distance upstream is 25 cm. The coefficient of the discharge of the weir is 0.781. Ignoring side ntractions: Calculate the discharge ignoring the velocity of approach

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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