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Re: drainage
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Last modified
8/22/2023 3:13:40 PM
Creation date
6/3/2019 12:59:23 PM
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Address
0680 Tonkawa Rd
Document Type
Correspondence
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0511723330010
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Quick TR-55 Version: 5 .47 SIN: Page 1 <br /> Return Frequency: 10 years <br /> TR-55 TABULAR HYDROGRAPH METHOD <br /> Type II . Distribution <br /> (24 hr. Duration Storm) <br /> Executed: 08-07-2003 16 :10 :48 <br /> watershed file: --> TD1B MOP <br /> Hydrograph file: --> TD1B10 .HYD <br /> Thomas Deveau <br /> Area 1 (South Swale) <br /> Before Conditins <br /> >>>> Input Parameters Used to Compute Hydrograph <<<< <br /> -------------------------------------------*----------------------------------- <br /> Subarea AREA CN Tc Tt Precip. I Runoff Ia/p <br /> Description (acres) (hrs) (hrs) (in) (in) input/used <br /> ------ ----------- --- ------- -- <br /> 1 .57 73 . 0 0 . 20 0 . 00 4 . 15 1 1. 64 I.18 .18 <br /> ----------------------------------------------------------------------- <br /> * Travel time from subarea outfall to composite watershed outfall point . <br /> I -- Subarea where user specified interpolation between Ia/p tables . <br /> Total area = 1 .57 acres or 0 . 00245 sq.mi <br /> Peak discharge = 3 cfs <br /> >>>> Computer Modifications of Input Parameters <<<<< <br /> ------------------------------------------------------------------------------- <br /> Input Values Rounded Values Ia/p <br /> Subarea Tc * Tt Tc * Tt Interpolated Ia/p <br /> Description (hr) (hr) (hr) (hr) (Yes/No) Messages <br /> 0 . <br /> -----------------O-20----OYes <br /> ---------**------**-------- ----------------------- <br /> * Travel time from subarea outfall to composite watershed outfall point . <br /> ** Tc & Tt are available in the hydrograph tables . <br />
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