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3 hr unit hydrograph - (t(hr),q(m3/s)) : (0,0) , (1,0) , (2,13.3) , ( 3,56.6) , (4,129.6) , (5,166.3) , (6,163) , (7, 116.6) , (8,80) , (9,45) ,(10,18.3) Use the 3-hr hydrograph to develop the watershed response to the following storm T (hr) P (cm): (0 – 3, 3)( 3 – 6, 6) (6 - 9, 4.5)

3 hr unit hydrograph - (t(hr),q(m3/s)) : (0,0) , (1,0) , (2,13.3) , ( 3,56.6) , (4,129.6) , (5,166.3) , (6,163) , (7, 116.6) , (8,80) , (9,45) ,(10,18.3) Use the 3-hr hydrograph to develop the watershed response to the following storm T (hr) P (cm): (0 – 3, 3)( 3 – 6, 6) (6 - 9, 4.5)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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3 hr unit hydrograph - (t(hr),q(m3/s)) : (0,0) , (1,0) , (2,13.3) , ( 3,56.6) , (4,129.6) , (5,166.3) , (6,163) , (7, 116.6) , (8,80) , (9,45) ,(10,18.3) Use the 3-hr hydrograph to develop the watershed response to the following storm T (hr) P (cm): (0 – 3, 3)( 3 – 6, 6) (6 - 9, 4.5)
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