At the end of a channel is a sharp - edged rectangular weir with a length of 400mm and acoefficient of discharge of 0.65. The water is flowing at a depth of 0.16 m above the crestof the weir. If this weir is replaced by a 90 V-notch weir with the same coefficlent ofdischarge, what will be the necessary upstream depth of water to achieve the samedischarge as the rectangular weir. Round off your answer to two decimal places.Use the following equations for dischargeRectangular WeirQ. - CL/2g H/2%3DV-Notch WeirQ. - Ca5 V2g tan15

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At the end of a channel is a sharp edged rectangular weir with a length of 400mm and a coefficient of discharge of 0.65. The water is flowing at a depth of 0.16 m above the crest of the weir. If this weir is replaced by a 90 V-notch weir with the same coefficient of discharge, what will be the necessary upstream depth of water to achieve the same discharge as the rectangular weir, Round off your answer to two decimal places Use the following equations for discharge Rectangular Weir V-Notch Weir Q.-CVig tan 2e tan 15

At the end of a channel is a sharp edged rectangular weir with a length of 400mm and a coefficient of discharge of 0.65. The water is flowing at a depth of 0.16 m above the crest of the weir. If this weir is replaced by a 90 V-notch weir with the same coefficient of discharge, what will be the necessary upstream depth of water to achieve the same discharge as the rectangular weir, Round off your answer to two decimal places Use the following equations for discharge Rectangular Weir V-Notch Weir Q.-CVig tan 2e tan 15

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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