Develop a 10-minute UH (1") for the Green Acres watershed comprising of 0.64 square miles with the main channel length equal to 1.10 miles and the length from the outlet along the main channel nearest to the centre of gravity of the watershed equals 0.53 miles. The values of the coefficients C, and C, for the Green Acres watershed are respectively 2.00 and 0.62.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Develop a 10-minute UH (1") for the Green Acres watershed comprising of 0.64 square miles with the main
channel length equal to 1.10 miles and the length from the outlet along the main channel nearest to the centre of
gravity of the watershed equals 0.53 miles. The values of the coefficients Ct and Cp for the Green Acres
watershed are respectively 2.00 and 0.62.
Formula Sheet
Unit Conversion Hints
1 acre = 43560 ft²
1 inch = 2.54 cm
Qe = Ie x A
1 mile? = 640 acres
1-hectometer =100 meter 1 ha = 10,000 m²
Qt (X-hr UH) = 0.5[IUH; + IUH(x]
1 mile = 5280 ft.
1 ft. = 12 in
ty= C; (L Lc) 0.3
t; = t/ 5.5
t/r = t/ + (tr – t;) / 4
tp = (t, or tr) / 2 + (t, or tr)
th = 3 + t;/ 8
th = (3 to 5) tp
Qр 3D Сp (640A)/ (t or trR)
W75 = 470 / (Q,/A)11
W 50 = 830 / (QP /A)1.
Transcribed Image Text:Develop a 10-minute UH (1") for the Green Acres watershed comprising of 0.64 square miles with the main channel length equal to 1.10 miles and the length from the outlet along the main channel nearest to the centre of gravity of the watershed equals 0.53 miles. The values of the coefficients Ct and Cp for the Green Acres watershed are respectively 2.00 and 0.62. Formula Sheet Unit Conversion Hints 1 acre = 43560 ft² 1 inch = 2.54 cm Qe = Ie x A 1 mile? = 640 acres 1-hectometer =100 meter 1 ha = 10,000 m² Qt (X-hr UH) = 0.5[IUH; + IUH(x] 1 mile = 5280 ft. 1 ft. = 12 in ty= C; (L Lc) 0.3 t; = t/ 5.5 t/r = t/ + (tr – t;) / 4 tp = (t, or tr) / 2 + (t, or tr) th = 3 + t;/ 8 th = (3 to 5) tp Qр 3D Сp (640A)/ (t or trR) W75 = 470 / (Q,/A)11 W 50 = 830 / (QP /A)1.
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