Point A B C D E F H 6 K L M N P R S T U W Z Design inlet system for the road in figure below with catchment area shown in figure, c=0.8, i=100 mm/h gutter data: y max.=7cm, n=0.015, k=0.38, longitudinal slope=1%, Z=25, %20 clogging, Inlet grade inlet with space=bar=2.5cm. W=30 cm. (pass station) Elevation 100 80m 102m 6m 70m 99.72 99.8 20m Block 100.08 100.8 7m 100.52 2m 100.6 7m 100.88 102 20m 101.72 101.8 102.08 102.06 101.78 101.86 102.14 102.76 102.48 102.56 102.84 HE H ABUT ww 0.00 Station E 7m cxp Block 258 m Slope 0.01% Profile C B 2m Cross Section NPRS 7m TUWN 258 Station

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design inlet system for the road in figure
below with catchment area shown in
figure, c=0.8, i=100 mm/h gutter data: y
max.=7cm, n=0.015, k=0.38, longitudinal
slope=1%, Z=25, %20 clogging,
space=bar=2.5cm. Inlet grade inlet with
W=30 cm. (pass station)"
Point
Elevation
80m
102m
6m
70m
A
100
99.72
20m
Block
99.8
D
100.08
1008
7m
2m
7m
B
IP
100.52
100.6
C.
R
100.88
Block
102
20m
101.72
101.8
M
102.08
258 m
102.06
Slope 0.01%
101.78
101.86
102.14
102.76
102.48
0.00 Station
Profile
258 Station
102.56
102.84
C.
7m
2m
Cross Section
7m
Transcribed Image Text:Design inlet system for the road in figure below with catchment area shown in figure, c=0.8, i=100 mm/h gutter data: y max.=7cm, n=0.015, k=0.38, longitudinal slope=1%, Z=25, %20 clogging, space=bar=2.5cm. Inlet grade inlet with W=30 cm. (pass station)" Point Elevation 80m 102m 6m 70m A 100 99.72 20m Block 99.8 D 100.08 1008 7m 2m 7m B IP 100.52 100.6 C. R 100.88 Block 102 20m 101.72 101.8 M 102.08 258 m 102.06 Slope 0.01% 101.78 101.86 102.14 102.76 102.48 0.00 Station Profile 258 Station 102.56 102.84 C. 7m 2m Cross Section 7m
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