Situation 2: A reservoir with vertical sides has a plan area of 560 x 106 sq.cm. If the discharge from the reservoir takes place over a trapezoidal weir with crest length of 10.50 m, side slope of 1H:2V and average coefficient of discharge of 0.60, find the time for the head to drop from 60 cm to 30 cm.

Situation 2: A reservoir with vertical sides has a plan area of 560 x 106 sq.cm. If the discharge from the reservoir takes place over a trapezoidal weir with crest length of 10.50 m, side slope of 1H:2V and average coefficient of discharge of 0.60, find the time for the head to drop from 60 cm to 30 cm.

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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