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Quick TR-S5 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: 09-25-2001 14:17:11 <br />watershed file: --> BA .MOP <br />Hydrograph file: --> BAIOO.HYD <br />BRENSHELL HOMES <br />After Conditions <br />>>» Input Parameters Used to compute Hydrograph «« <br />Subarea <br />Description <br />AREA <br />(acres) <br />CN TC <br />(hrs) <br />. Tt <br />(hrs) <br />Precip. <br />(in) <br />Runoff <br />(in) <br />la/p <br />input/used <br />0.15 70.0 0.20 0.20 5.95 11 2.77 1.14 .14 <br />* Travel time from subarea outfall to composite watershed outfall point. <br />I -- Subarea where user specified interpolation between la/p tables. <br />Total area « 0.15 acres or 0.00023 sq.mi <br />Peak discharge ■ 0 cfs <br />»» Computer Modifications of Input Parameters ««< <br />Subarea <br />Description <br />Input Values Rounded Values la/p <br />TC * Tt Tc . Tt Interpolated <br />(hr)(hr)(hr)(hr)(Yes/No) <br />0.17 0.20 0.20 0.20 Yes <br />la/p <br />Messages <br />• Travel time from subarea outfall to composite watershed outfall point.