Engineering Fundamentals: An Introduction to Engineering
Engineering Fundamentals: An Introduction to Engineering
6th Edition
ISBN: 9780357112311
Author: Saeed Moaveni
Publisher: Cengage Learning US
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Chapter 7.2, Problem 2BYG
To determine

Give examples for the unit of length in SI and U.S. customary systems.

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Max. Flow rate from catchment area=0.25 m³/s drain to road (one side road) having roof section with longitudinal slope %1, n=0.016, cross-section slope %1, 24 m width of road, 0.15 m curb stone. Gutter data: 7 cm high of water. 1-What is the capacity (or Max. flow rate) for this road? 2- With 0.5 m3 /s is it flood? 3-Whate is the clear zone in case Q=0.5 m³/s?
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 below. C=0.93, i=65 mm/hr, Gutter data: y max.=9 cm, n=0.016, k=0.38, slope %1, Z=40, (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 point in S. Drow curbstone DATE DATE 5 100 Median strip 10 %1 d 72
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