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%3D2.5cm. Inlet grade inlet with W=30 cm (pass station)r

 

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Point Elevation A 100 8 99.72 C 99.8 D 100.08 E 100.8 7m F 100.52 100.6 100.88 102 101.72 101.8 102.08 102.06 101.78 101.86 102.14 G K L M N P R $ T U W 2 102.76 102.48 102.56 102.84 20m 2m 7m 20m ABD 80m 0.00 Station E EEUH EEU H 7m 102m Block Block 258 m Slope 0.01% Profile C B MATE 6m 2m Cross Section PRS 7m 70m TUWN 258 Station A Point Elevation A 100 8 99.72 C 99.8 D 100.08 E 100.8 7m F 100.52 100.6 100.88 102 101.72 101.8 102.08 102.06 101.78 101.86 102.14 G K L M N P R $ T U W 2 102.76 102.48 102.56 102.84 20m 2m 7m 20m ABD 80m 0.00 Station E EEUH EEU H 7m 102m Block Block 258 m Slope 0.01% Profile C B MATE 6m 2m Cross Section PRS 7m 70m TUWN 258 Station A

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