A storm drain system is shown in Figure P16.11. For the flow conditions indicated, determine the time of concentration from Point A to Point C using the Kirpich, Kerby, Bransby-Williams, and Federal Aviation Administration Methods. Paved area, 0.7 km2 C=0.9 Bare surface, 0.8 km2 C=0.6 200 S-3% Drain 500 m V= 1.2 mis 150 m S=2%
A storm drain system is shown in Figure P16.11. For the flow conditions indicated, determine the time of concentration from Point A to Point C using the Kirpich, Kerby, Bransby-Williams, and Federal Aviation Administration Methods. Paved area, 0.7 km2 C=0.9 Bare surface, 0.8 km2 C=0.6 200 S-3% Drain 500 m V= 1.2 mis 150 m S=2%
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
Transcribed Image Text:A storm drain system is shown in Figure P16.11. For the flow conditions indicated, determine the
time of concentration from Point A to Point C using the Kirpich, Kerby, Bransby-Williams, and
Federal Aviation Administration Methods.
Paved area, 0.7 km2
C=0.9
Bare surface, 0.8 km2
C=0.6
200 m
S-3%
Drain
500 m
V= 1.2 mis
150 m.
S-2%
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