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� Y <br /> QuiCk TR-55 Version: 5 . 47 S/N: Page 1 <br /> Return Frequency: 100 years <br /> TR-55 TABULAR HYDROGRAPH METHOD <br /> Type II . Distribution <br /> (24 hr. Duration Storm) <br /> Executed: 05-15-2003 15 : 23 :45 <br /> Watershed file : --> DLl .MOP <br /> Hydrograph file : --> DL1100 .HYD <br /> DENNIS LIBBY <br /> AREA 1 <br /> Front Yard <br /> »» Input Parameters Used to Compute Hydroyraph «« <br /> ------------------------------------------------------------------------------- <br /> Subarea AREA CN Tc * Tt Precip. Runoff Ia/p <br /> Description (acres) (hrs) (hrs) (ir�) (in) input/used <br /> -------- - - -------------------------- - ------ - ----------------------------------- <br /> 0 . 27 76 . 0 0 . 20 0 . 00 5 . 95 � 3 .34 I. 11 . 11 <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 . 27 acres or 0 . 00042 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 . 17 0 . 00 0 . 20 0 . �0 Yes -- <br /> -------------------------------------- - ---- - ----------------------------------- <br /> * Travel time from subarea outfall to composite watershed outfall point . <br />