Traffic And Highway Engineering
5th Edition
ISBN: 9781133605157
Author: Garber, Nicholas J., Hoel, Lester A.
Publisher: Cengage Learning,
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Chapter 16, Problem 11P
To determine
The depth of runoff using
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The head-vs-capacity curves for two centrifugal pumps A and B are shown below: Which of the following is a correct statement at a flow rate of 600 ft3/min?
Assuming a pump efficiency of 80%.
Head [ft]
50
45
40
35-
30
25
20
15
10
5.
0
0
Pump B
Pump A
100 200 300 400 500 600 700 800 900 1000
Solve for reactions and shear and moment diagram (base the answer on the 2nd figure).
Hand Calculation
2. Note: Assume bottom left support as roller, bottom right support as pinned
4 kN/m
3 kN/m
8m
4m
2m
Your client wants to build a WTP that has a withdraw of 440 MGD. What is the exceedance probability in percentage?
Average Monthly Minimum Flow of Record
Month
(MGD)
Jan-73
322
Feb-73
280
Mar-73
335
Apr-73
374
May-73
440
Mar-74
313
Apr-74
375
May-74
560
Jun-74
380
Jul-74
445
Aug-74
323
Sep-74
411
Oct-74
541
Nov-74
510
Jan-75
261
Feb-75
271
May-75
312
Jun-75
314
351
Jul-75
Aug-75
332
Chapter 16 Solutions
Traffic And Highway Engineering
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