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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 :16 :34 <br /> Watershed file: --> TD2B MOP <br /> Hydrograph file: --> TD2BI .HYD <br /> Thomas Deveau <br /> Area 2 (North Swale) . <br /> Before 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) (in) input/used <br /> 0 . 07 77 . 0 0 . 20 0 . 00 2 .35 0 .65 I.25 .25 <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 = 0 . 07 acres or 0 . 00011 sq.mi <br /> Peak discharge = 0 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 .17 0 . 00 0 . 20 0 . 00 Yes Computed Ia/p < . 1 <br /> ------------------------------------------------------------------------------- <br /> * Travel time from subarea outfall to composite watershed outfall point . <br />