ELEMENTARY SURVEYING LL W/MASTERING ENGR
15th Edition
ISBN: 9780134777481
Author: GHILANI
Publisher: PEARSON
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Chapter 28, Problem 28.10P
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Max. Flow rate from catchment area=0.25 m³/s drain to road (one side road) having
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capacity (or Max. flow rate) for this road? 2- With 0.5 m3 /s is it flood? 3-Whate is
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Estimate Q inlet for curb inlet in sump, If y=5 cm, L=0.5 m and %13 clogging.
3020,220 30
30m
120
Design inlet system for the road in figure
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(space-bar-2 cm). Estimate inlet type. elevation
in points (a-82.1, b=82 m), in point t rain water
depth in point f>3 cm in u turn >5.5 cm. Sag
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100
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Chapter 28 Solutions
ELEMENTARY SURVEYING LL W/MASTERING ENGR
Ch. 28 - Prob. 28.1PCh. 28 - Prob. 28.2PCh. 28 - Prob. 28.3PCh. 28 - Prob. 28.4PCh. 28 - Prob. 28.5PCh. 28 - Prob. 28.6PCh. 28 - Prob. 28.7PCh. 28 - Prob. 28.8PCh. 28 - Prob. 28.9PCh. 28 - Prob. 28.10P
Ch. 28 - Prob. 28.11PCh. 28 - Prob. 28.12PCh. 28 - Prob. 28.13PCh. 28 - Prob. 28.14PCh. 28 - Prob. 28.15PCh. 28 - Prob. 28.16PCh. 28 - Prob. 28.17PCh. 28 - Prob. 28.18PCh. 28 - Prob. 28.19PCh. 28 - Prob. 28.20PCh. 28 - Prob. 28.21PCh. 28 - Prob. 28.22PCh. 28 - Prob. 28.23PCh. 28 - Prob. 28.24PCh. 28 - Prob. 28.25PCh. 28 - Prob. 28.26PCh. 28 - Prob. 28.27P
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