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Quick TR-55 Version: 5 .47 SIN: Page 1 <br /> Return Frequency: 1 years <br /> TR-55 TABULAR HYDROGRAPH METHOD <br /> Type II . Distribution <br /> (24 hr. Duration Storm) <br /> Executed: 08-07-2003 16 :13 : 02 <br /> watershed file: --> TD1A MOP <br /> Hydrograph file: --> TD1AI .HYD <br /> Thomas Deveau <br /> Area 1 (South Swale) <br /> After Conditions <br /> >>>> Input Parameters Used to Compute Hydrograph <<<< <br /> --------------------------- <br /> Subarea AREA CN Tc * Tt Precip. Runoff Ia/p <br /> Description (acres) (hrs) (hrs) (in) I (in) input/used <br /> ------------------------------------------------------------------------------- <br /> 0 . 00 <br /> --------------------1-55---- --0----0-20--------------35---I-----45--I------.33 33- <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 . 55 acres or 0 . 00242 sq.mi <br /> Peak discharge = 1 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 /> ------------------------------------------------------------------------------- <br /> 0.20 0. 00 ** ** Yes -- <br /> ----------------------------------------------------------------------- <br /> * Travel time from subarea outfall to composite watershed outfall point. <br /> ** Tc & Tt are available in the hydrograph tables . <br />