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Quick TR-5S Version: 5.47 S/N; 3^ <br />.. Return Frequency: 10 years <br />TR-SS TABULAR HYDROGRAPH METHOD <br />Type 11. Distribution <br />(24 kr. Duration Storm) <br />Executed: 10-31-2003 08:36:19 <br />Watershed file: --> mrb .mop <br />Hydrograph file: --> MRBIO.HYD <br />A-l MINNHTONKA RENTAL <br />Before Conditions <br />>»> Input Parauneters Used to Conpute Hydrograph <<<< <br />Subarea <br />Description <br />AREA CN <br />(acres) <br />Tc <br />(hrs) <br />* Tt <br />(hrs) <br />Precip. <br />(in) <br />Runoff <br />(in) <br />la/p <br />input/used <br />1.15 89.0 0.23 0.00 4.15 1 [ 2.96 1.06 .10 <br />* Travel time from subarea outfall to composite watershed outfall point <br />1 — Subarea where user specified interpolation between la/p tables. <br />Total area a l.is acres or 0.00180 sq.mi <br />Peak discharge « 4 cfs <br />Computer Modifications of input Parameters <br />Subarea <br />Description <br />Input Values <br />Tc * Tt <br />(hr) (hr) <br />Rounded Values la/p <br />Tc * Tt Interpolated <br />(hr) (hr) (Yes/No)la/p <br />Messages <br />0.00 0.20 0.00 No Corputed la/p < .1 <br />* Travel time from subarea outfall to composite watershed outfall point. <br />1 <br />1 <br />I: i <br />I <br />id