WATER RESOURCES ENGINEERING
3rd Edition
ISBN: 9781119490579
Author: Mays
Publisher: WILEY
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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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H.W2
o HW (2)for fig.below find the average depth of p.p.t use
theissen polygon method and r = 6km ?
S4€
108.45 mm
81 81.76 mm
88.5 mm
S5
83
76.2 mm
S2 95.2 mm
R = 6 Km
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
Please solve this using Double Integration Method (DIM). Show complete solution. Thank you.
2.2 kips
3.35 kips
0.72 kip/ft
0.48 kip/ft
-8.8 kips
-8.8 kips
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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