Version 1 3 PART II. Problems Problem 1 Flow to a storm water pipe is from drainage area 2 through drainage area 1 as sh

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Version 1 3 PART II. Problems Problem 1 Flow to a storm water pipe is from drainage area 2 through drainage area 1 as sh

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Version 1 3 Part Ii Problems Problem 1 Flow To A Storm Water Pipe Is From Drainage Area 2 Through Drainage Area 1 As Sh 1
Version 1 3 Part Ii Problems Problem 1 Flow To A Storm Water Pipe Is From Drainage Area 2 Through Drainage Area 1 As Sh 1 (43.48 KiB) Viewed 34 times
Version 1 3 PART II. Problems Problem 1 Flow to a storm water pipe is from drainage area 2 through drainage area 1 as shown in the figure below. Drainage Area, Time of Runoff coefficient concentration, minutes #1 10 20 0.76 #2 15 25 0.68 acres AREA #2 AREA #1 The weighted runoff coefficient is: (5 p) The maximum intensity of 10 year, 45 minute rainfall is 1.3 in/hr. Find the peak design flow for a storm water pipe for a 10-year rainfall in cfs is (5 p)
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