HW1 // A stepped rectangular weir has the upper step 1m wide and 0.3m deep and the lower step 0.6m wide and 0.5m deep. Calculate the discharge when the water level just touches the top edge of the weir. cd= 0.6 HW2 // What is the equation for the compound weir below? HW3 // Water flows at a rate of 5 m3/sec in a rectangular channel of width 10m. the normal depth of flow in channel is Sm. if a sharp-crest weir of height 5m is installed across the channel, determine the new flow depth in the channel for the same flowrate? cd = 0.6 HW4 // A rectangular weir with 1.6 m width. How high should it be placed in a channel to maintain an upstream depth of 2.35 m for 0.4 m3/sec flow? 0.65 cd = (1+4

HW1 // A stepped rectangular weir has the upper step 1m wide and 0.3m deep and the lower step 0.6m wide and 0.5m deep. Calculate the discharge when the water level just touches the top edge of the weir. cd= 0.6 HW2 // What is the equation for the compound weir below? HW3 // Water flows at a rate of 5 m3/sec in a rectangular channel of width 10m. the normal depth of flow in channel is Sm. if a sharp-crest weir of height 5m is installed across the channel, determine the new flow depth in the channel for the same flowrate? cd = 0.6 HW4 // A rectangular weir with 1.6 m width. How high should it be placed in a channel to maintain an upstream depth of 2.35 m for 0.4 m3/sec flow? 0.65 cd = (1+4

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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