WATER RESOURCES ENGINEERING (CL)
WATER RESOURCES ENGINEERING (CL)
3rd Edition
ISBN: 9781119625827
Author: Mays
Publisher: WILEY
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Chapter 5, Problem 5.5.2P
To determine

(a)

The flow rate in the channel.

To determine

(b)

The critical depth.

To determine

(c)

The head loss in the jump.

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Q1: The table below represents the vertical coordinates for 12 hours of standard hydrograph, find the vertical coordinates for 6 hours of standard hydrographic and then specify: 1- The value of the vertical coordinates for 6 hours of standard hydrograph at the time of 12 hours. 2- The value of the vertical coordinate of 6 hours of standard hydrograph at the time of 30 hours. hydragra hours at the time of 48 hours. 3- The value of the vertical coordinate of 6 standard time 48 42 36 30 24 18 12 6 0 (hour) coordinates 12 UH 146] 153 150 136 111 76 37 10 0 (m3/s)
IFind the value of the depth y2 after the jump.
tp has an elevation of 115.15 meters and the foresight taken at that point is 0.30 meters. if bs taken at bm is 1.42 meters. find the elev of bm.
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