EBK WATER RESOURCES ENGINEERING
3rd Edition
ISBN: 9781119493167
Author: Mays
Publisher: VST
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Question
Chapter 5, Problem 5.5.3P
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
Q4
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
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)
Chapter 5 Solutions
EBK 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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- (14) Please provide a solution and diagram if possible.arrow_forwardIn the two-peg test of a dumpy level the following observations were taken: with level setup near A, observed readings are a = 1.850 m and b = 1.430 m; with level setup near B, c = 1.790 m and d = 2.210 m. A. Find the true difference of elevation. Express answer in 3 decimal places. B. How is the line of sight inclined? C. Determine the correct reading on the rod held at A with the instrument still in the same position at B for a horizontal line of sight. Express answer in 3 decimal places. D. Without instrument replacement, what should you do to adjust the line of sight?arrow_forward1.find interval normalarrow_forward
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