%VY .Q1: A catchment area is 5 square miles and the total direct Runoff (E D. R = 11150 ft / sec).Estimate the base flow for the data shown in the table below?Time2345.6.5005001200 2250 2920 267020601430TotalFlow(ft/sec)202.57 | 506.43 700.32 627.97 451.44 269.1311U.H101100 910Time91213141516Total780650530510510500Flow(ft'/sec)U.H173.6 118.65 81.03 52.0928.94 11.572.89Q2: Develop a 3-hr synthetic unit hydrograph for the catchment are using Snyder's method only. Ifthe catchment area is 400 kan?, L= 25 kam and La km, assuming C15 and C,-0.7•,.0|||||||||||||1|||||||إلغاءإعادة تعي ين

Given- ∑D.R=1150 ft3/secA=5 miles2t=16 hours1mile=5280ft

Q1: A catchment area is 5 square miles and the total direct Runoff (ED.R-11150 f/ sec). Estimate the base flow for the data shown in the table below? [ 3 1200 Time 2250 8. 2060 1430 Total 500 500 2920 2670 Flow(ft/sec) 202.57 506.43 700.32 627.97 451.44 269.13 11 780 U.H Time 10 12 13 530 14 15 16 Total 1100 910 650 510 S10 500 Flow(ft'/sec) U.H 173.6 118.65 81.03 52.09 28.94 11.57 2.89

Q1: A catchment area is 5 square miles and the total direct Runoff (ED.R-11150 f/ sec). Estimate the base flow for the data shown in the table below? [ 3 1200 Time 2250 8. 2060 1430 Total 500 500 2920 2670 Flow(ft/sec) 202.57 506.43 700.32 627.97 451.44 269.13 11 780 U.H Time 10 12 13 530 14 15 16 Total 1100 910 650 510 S10 500 Flow(ft'/sec) U.H 173.6 118.65 81.03 52.09 28.94 11.57 2.89

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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