An effective rainfall of 2-hour duration produced a flood hydrograph peak of 200 m³/s. The flood hydrograph has a base flow of 20 m3/s. If the spatial average rainfall in the watershed for the duration of storm is 2 cm and the average loss rate is 0.4 cm/hour, the peak of 2- hour unit hydrograph (in m³/s-cm, up to one decimal place) is
An effective rainfall of 2-hour duration produced a flood hydrograph peak of 200 m³/s. The flood hydrograph has a base flow of 20 m3/s. If the spatial average rainfall in the watershed for the duration of storm is 2 cm and the average loss rate is 0.4 cm/hour, the peak of 2- hour unit hydrograph (in m³/s-cm, up to one decimal place) is
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![An effective rainfall of 2-hour duration produced a flood hydrograph
peak of 200 m³/s. The flood hydrograph has a base flow of 20 m3/s.
If the spatial average rainfall in the watershed for the duration of
storm is 2 cm and the average loss rate is 0.4 cm/hour, the peak of 2-
hour unit hydrograph (in m³/s-cm, up to one decimal place)
is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F337ceb97-3915-4545-9128-269199c648c5%2Fca313d61-45d1-45fc-8820-0d68c2671daf%2Fygj6frc_processed.png&w=3840&q=75)
Transcribed Image Text:An effective rainfall of 2-hour duration produced a flood hydrograph
peak of 200 m³/s. The flood hydrograph has a base flow of 20 m3/s.
If the spatial average rainfall in the watershed for the duration of
storm is 2 cm and the average loss rate is 0.4 cm/hour, the peak of 2-
hour unit hydrograph (in m³/s-cm, up to one decimal place)
is
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