MINDTAP CONSTRUCTION FOR SPENCE/KULTERM
4th Edition
ISBN: 9781305086319
Author: Kultermann
Publisher: IACCENGAGE
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Chapter 5, Problem 7RQ
To determine
The importance of load-bearing capacities
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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
Chapter 5 Solutions
MINDTAP CONSTRUCTION FOR SPENCE/KULTERM
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