WATER RESOURCES ENGINEERING
3rd Edition
ISBN: 9781119490579
Author: Mays
Publisher: WILEY
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Question
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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Students have asked these similar questions
IFind the value of the depth y2 after the jump.
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)
tha ike an engineer and try to estimate the surface area (A) of water in the creek and the pond
that shown in Fig. (1) Use Trapezoidal rule and Simpson's 1/3 rule with equal width segment,
n=400 ft, and for x-distance from 0 to 4000 ft? Any data you need, try to get it from Fig. (1).
Distance
(ft)
3000
2843.1
2763.9
Fig. (1)
Creek
2368
2255,1
2000
2200.6
R
1637 8
a
1225.8
1000
Pond
area of the field (A)
912.3
681.8
243.3
0.0
Road
0.0
4000 Distance (ft)
1000
2000
3000
Chapter 5 Solutions
WATER RESOURCES ENGINEERING
Ch. 5 - Prob. 5.1.1PCh. 5 - Prob. 5.1.2PCh. 5 - Prob. 5.1.3PCh. 5 - Prob. 5.1.4PCh. 5 - Prob. 5.1.5PCh. 5 - Prob. 5.1.6PCh. 5 - Prob. 5.1.7PCh. 5 - Prob. 5.1.8PCh. 5 - Prob. 5.1.9PCh. 5 - Prob. 5.2.1P
Ch. 5 - Prob. 5.2.2PCh. 5 - Prob. 5.3.1PCh. 5 - Prob. 5.3.2PCh. 5 - Prob. 5.3.3PCh. 5 - Prob. 5.3.4PCh. 5 - Prob. 5.3.5PCh. 5 - Prob. 5.3.6PCh. 5 - Prob. 5.4.1PCh. 5 - Prob. 5.4.2PCh. 5 - Prob. 5.5.1PCh. 5 - Prob. 5.5.2PCh. 5 - Prob. 5.5.3PCh. 5 - Prob. 5.5.4PCh. 5 - Prob. 5.5.5PCh. 5 - Prob. 5.5.6P
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