The ordinates of 1-hr UH for a catchment (area = 824 sq. km) are given below. UH coordinates (m'/s) Time UH coordinates Time (hr) (m'/s) hr 3.05 12 4.58 15.73 13 3.07 28.05 14 2.03 4 33.67 15 1.32 5 32.25 16 0.85 6. 29.21 17 0.55 7 23.75 18 0.35 8 18.27 19 0.22 13.49 20 0.14 10 9.64 21 0.08 11 6.72 22 0.05 (a) Determine the S-curve hydrograph for the excess rainfall of unit intensity (1 mm/hr). (b) Find out the ordinates of 2-hr UH (1 mm) using S-curve and superimposition methods.
The ordinates of 1-hr UH for a catchment (area = 824 sq. km) are given below. UH coordinates (m'/s) Time UH coordinates Time (hr) (m'/s) hr 3.05 12 4.58 15.73 13 3.07 28.05 14 2.03 4 33.67 15 1.32 5 32.25 16 0.85 6. 29.21 17 0.55 7 23.75 18 0.35 8 18.27 19 0.22 13.49 20 0.14 10 9.64 21 0.08 11 6.72 22 0.05 (a) Determine the S-curve hydrograph for the excess rainfall of unit intensity (1 mm/hr). (b) Find out the ordinates of 2-hr UH (1 mm) using S-curve and superimposition methods.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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81 1 Ab P YN ~ The ordinates of 1-hr UH for a catchment (ar 4 5. km) are given below UH coordinates Time | UH coordinates (m/s) p (m’/s) Time (hr) | | z_| 3 | a_ | [ [ 0.08 (a) Determine the S-curve hydrograph for the excess rainfall of unit intensity (1 mm/hr). (b) Find out the ordinates of 2-hr UH (1 mm) using S-curve and ion methods. Dr.Musa Alshamari 9:52p 4=Wd121.07.06 / < 1]} @) > 8
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