EBK WATER RESOURCES ENGINEERING
3rd Edition
ISBN: 9781119493167
Author: Mays
Publisher: VST
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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
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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- In order to transfer reduced level across a canyon, a reciprocal leveling campaign was conducted. Simultaneous readings were observed using two levels on at each side of the canyon. Each of the levels are having same magnifying power and sensitiveness of level tube. With instruments interchanged during leveling operation yielded the following average readings. Instrument Station Average near readings, (m) Average distance readings(m) R.L of X=101.345m Distance, XY=1.025Km X 1.780 2.345 y 2.435 1.870 Find out the R.L of unknown point. Comment on the errors associated with observations.arrow_forwardIn the two-peg test of a dumpy level, the following observations were taken: Rod Reading Instrument setup at M Instrument setup at P At point A 2.215m 3.450 m At point B 2.550m 3.575m Point P is 3 m away from A while Point A is 57m away from B. Point M is equidistant from A and B. Determine the true difference in elevation between points A and B 0.71 1.20 0.325 1.567 0.335 Determine the correct reading on A when the instrument is at P 4.42 4.74 3.46 2.675 3.725 Determine the correct reading on B when instrument is at P. 4.925 3.80 4.42 1.56 4.74 Determine the error in rod B 1.40 0.35 2.095 0.22 1.135arrow_forwardInstructions: Please show complete solution. _ Thank you!arrow_forward
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