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Quick TR-SS Version: 5.47 S/N:Page 1 <br />Return Frequency: 1 years <br />TR-55 TABULAR HYDRCX3RAPH METHOD <br />Type II. Distribution <br />(24 hr. Duration Storm) <br />Executed; 10-31-2003 08:44:41 <br />Watershed file: --> KRA .MOP <br />Hydrograph file: --> KRAI.HYD <br />A-1 MIHNETONKA RENTAL <br />After Conditions <br />»» Input Parameters Used to Compute Hydrograph <«< <br />Subarea <br />Description <br />AREA <br />(acres) <br />a?Tc <br />(hrs) <br />• Tt <br />(hrs) <br />Precip. <br />(in) <br />Runoff <br />(in) <br />la/p <br />input/ussd <br />1.15 89.0 0.20 0.00 2.35 11 1.32 I.11 .11 <br />* Travel time from subarea outfall to composite wace..shed outfall point. <br />I -- Subarea where user specified interpolation between la/p tables. <br />Total area - I.IS acres or 0.00180 sq.mi <br />Peak discharge - 2 cfs <br />»» Coci^uter 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) <br />la/p <br />Messages <br />0.17 0.00 0.20 0.00 Yes <br />* Travel time from subarea outfall to composite watershed outfall point. <br />. . ..