Q1/Design inlet system for the road in figure below with catchment area shown in figure, c-0.78, į-85 mm/h gutter data: y max.=10cm, n=0.013, k=0.38, longitudinal slope=%2, Z=24.5, %12 clogging, space=4cm, bar=3cm. Inlet grade inlet with W=45 cm. water Pass station. (Design inlet in first station only) [. How many gutters in the map? Q Storm total? Q gutters? Length between 0.00 station and first inlet station? How many inlet stations do we need in this situation?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q1/Design inlet system for the road in figure below with catchment
area shown in figure, c=0.78, i=85 mm/h gutter data: y max.=10cm,
n=0.013, k=0.38, longitudinal slope=%2, Z=24.5, %12 clogging,
space=4cm, bar=3cm. Inlet grade inlet with W=45 cm. water Pass
station. (Design inlet in first station only) I.
How many gutters in the map?
Q Storm total?
Q gutters?
Length between 0.00 station and first inlet station?
How many inlet stations do we need in this situation?
20 m 20 m, 20 m
394 m
B A
Slo pe 0.02
0.00 Station
Profile
394 Station
20 m
Cross Section
Transcribed Image Text:Q1/Design inlet system for the road in figure below with catchment area shown in figure, c=0.78, i=85 mm/h gutter data: y max.=10cm, n=0.013, k=0.38, longitudinal slope=%2, Z=24.5, %12 clogging, space=4cm, bar=3cm. Inlet grade inlet with W=45 cm. water Pass station. (Design inlet in first station only) I. How many gutters in the map? Q Storm total? Q gutters? Length between 0.00 station and first inlet station? How many inlet stations do we need in this situation? 20 m 20 m, 20 m 394 m B A Slo pe 0.02 0.00 Station Profile 394 Station 20 m Cross Section
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