Elementary Surveying, Global Edition
14th Edition
ISBN: 9781292060491
Author: Charles D. Ghilani, Paul Wolf
Publisher: PEARSON
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Chapter 21, Problem 21.28P
To determine
Ownership limits of a condominium unit.
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Q8; Check the sewer pipe size sewer lines
From to
9
D
S
V full
Q full
q/Q d/D
(x103) mm
m/sec
m3/sec full
m3/sec
MH1 MH2 1.38
250
0.003
MH2 MH3 2.77
250
0.003
MH3 MH4 4.3
250-
0.003
MH5 MH6 0.41
250
0.003
MH6 MH4 4.81
250
0.003
MH4 MH7 9.81
250
0.003
An engineer is designing a fountain, as shown, and will install a nozzle that can produce a vertical jet. How high (h) will the water in the fountain rise if Vn=26 m/s at h=0?
Q1 A city has a population of 100000. In this city, there are;
• 5schools, each of 400 student capacity.
• 2hotel of 300 guest capacity.
• One hospital of 500 bed capacity in which the number of
employees is 200.
•Theatre 400 seat
Estimate the average, maximum, peak and minimum sanitary sewage
flowrates of the city.
Type of establishment
Unit
Typical
Iter/day/unit
Shopping center
Airports
m²
4
Passenger
15
Theatre
Seat
10
Office
Person
50
School
Student
60
Hotel
Guest
190
Bed
1000
Hospital
Employee
40
4.5
4
3.5
3
1
10
100
1000
Population in thosand
Chapter 21 Solutions
Elementary Surveying, Global Edition
Ch. 21 - Prob. 21.1PCh. 21 - Prob. 21.2PCh. 21 - Prob. 21.4PCh. 21 - Prob. 21.5PCh. 21 - Prob. 21.6PCh. 21 - Prob. 21.7PCh. 21 - Prob. 21.8PCh. 21 - Prob. 21.9PCh. 21 - Prob. 21.10PCh. 21 - Prob. 21.11P
Ch. 21 - Prob. 21.12PCh. 21 - Prob. 21.13PCh. 21 - Prob. 21.14PCh. 21 - Prob. 21.15PCh. 21 - Prob. 21.16PCh. 21 - Prob. 21.17PCh. 21 - Prob. 21.18PCh. 21 - Prob. 21.19PCh. 21 - Prob. 21.20PCh. 21 - Prob. 21.21PCh. 21 - Prob. 21.22PCh. 21 - Prob. 21.23PCh. 21 - Prob. 21.24PCh. 21 - Prob. 21.26PCh. 21 - Prob. 21.27PCh. 21 - Prob. 21.28PCh. 21 - Prob. 21.29PCh. 21 - Prob. 21.30P
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- = The allowable working load on a prestressed concrete pile 21-m long that has been driven 356 mm (see Table 9.3a). into sand is 502 kN. The pile is octagonal in shape with D Skin resistance carries 350 kN of the allowable load, and point bearing carries the rest. Use E, = 21 x 10° kN/m², E, = 25 x 103 kN/m², p, 0.35, and = 0.62. Determine the settlement of the pile. ==arrow_forwardH.W.5: A beam section is limited to a width of 300 mm, and total depth h=500 mm, and has to resist a factored moment 405 kN.m.Calculate the required reinforcement, given f'c=28 MPa, fy=420 MPa. (As=6425mm, As'=2425 mm Ans)arrow_forwardH.W.1: A rectangular beam has a width of 300 mm, and effective depth d=570 mm to centroid of tension steel bars. Tension steel reinforcement consist of 6628mm in two rows, compression reinforcement of 2022mm. Calculate the design moment strength of the beam, where f'c=28 MPa, fy=420 MPa. (Mu=822 kN.m Ans)arrow_forward
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