. (a) Given a triangular 1-hr UH with TB 12 hr, TR= 4 hr, Qp where - 200 cfs, TB-time base of the UH, TR= time of rise, Qp-peak flow. develop a storm hydrograph for hourly rainfall (in.) of P = [0.1, 0.5, 1.2]. (b) Repeat the above problem for hourly rainfall (in.) of P=[0.2, 1.0, 0.4].
. (a) Given a triangular 1-hr UH with TB 12 hr, TR= 4 hr, Qp where - 200 cfs, TB-time base of the UH, TR= time of rise, Qp-peak flow. develop a storm hydrograph for hourly rainfall (in.) of P = [0.1, 0.5, 1.2]. (b) Repeat the above problem for hourly rainfall (in.) of P=[0.2, 1.0, 0.4].
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![P. (a) Given a triangular 1-hr UH with
TB = 12 hr,
TR= 4 hr,
Qp = 200 cfs,
where
TB-time base of the UH,
TR= time of rise,
Qp = peak flow.
develop a storm hydrograph for hourly rainfall (in.) of P = [0.1, 0.5, 1.2].
(b) Repeat the above problem for hourly rainfall (in.) of P=[0.2, 1.0, 0.4].](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F447f999b-bb23-4a04-889c-7840758ef012%2Fb1b79cec-5864-48e5-9736-e51d77b0998b%2Fqi5igm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:P. (a) Given a triangular 1-hr UH with
TB = 12 hr,
TR= 4 hr,
Qp = 200 cfs,
where
TB-time base of the UH,
TR= time of rise,
Qp = peak flow.
develop a storm hydrograph for hourly rainfall (in.) of P = [0.1, 0.5, 1.2].
(b) Repeat the above problem for hourly rainfall (in.) of P=[0.2, 1.0, 0.4].
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