ELEMENTARY SURVEYING LL W/MASTERING ENGR
15th Edition
ISBN: 9780134777481
Author: GHILANI
Publisher: PEARSON
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Chapter 26, Problem 26.23P
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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
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Chapter 26 Solutions
ELEMENTARY SURVEYING LL W/MASTERING ENGR
Ch. 26 - Prob. 26.1PCh. 26 - Prob. 26.2PCh. 26 - Prob. 26.3PCh. 26 - Prob. 26.4PCh. 26 - Prob. 26.5PCh. 26 - Prob. 26.6PCh. 26 - Prob. 26.7PCh. 26 - Prob. 26.8PCh. 26 - Prob. 26.9PCh. 26 - Prob. 26.10P
Ch. 26 - Prob. 26.11PCh. 26 - Prob. 26.12PCh. 26 - Prob. 26.13PCh. 26 - Prob. 26.14PCh. 26 - Prob. 26.15PCh. 26 - Prob. 26.16PCh. 26 - Prob. 26.17PCh. 26 - Prob. 26.18PCh. 26 - Prob. 26.19PCh. 26 - Prob. 26.20PCh. 26 - Prob. 26.21PCh. 26 - Prob. 26.22PCh. 26 - Prob. 26.23PCh. 26 - Prob. 26.24PCh. 26 - Prob. 26.25PCh. 26 - Prob. 26.26PCh. 26 - Prob. 26.27PCh. 26 - Prob. 26.28P
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