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Quick TR-55 Version: 5.47 S/N:Page i <br />Return Frequency: 1 years <br />TR-55 TABULAR HYDROGRAPH METHOD <br />Type II. Distribution <br />(24 hr. Duration Storm) <br />Executed: 09-25-2001 11:36:35 <br />Watershed file: --> BB .MOP <br />Hydrograph file: BBl.HYD <br />BRENSHELL HOMES <br />Before Conditions <br />»» Input Parameters Used to Congjute Hydrograph «« <br />Subarea <br />Description <br />AREA CN <br />(acres) <br />Tc <br />(hrs) <br />• Tt <br />(hrs) <br />Preclp. <br />(in) <br />Runoff <br />(in) <br />la/p <br />input/used <br />0.15 65.0 0.20 0.20 2.35 11 0.24 1.46 .46 <br />* Travel time from subarea outfall to composite watershed outfall point. <br />Z -- Subarea where user specified interpolation between la/p tables. <br />Total area - 0.15 acres <br />Peak discharge <br />or 0.00023 sg.mi <br />> 0 cfs <br />>>>> Computer Modifications of input Parameters <<<<< <br />Subarea <br />Description <br />Input Values <br />Tc * Tt <br />(hr) (hr) <br />Rounded <br />Tc <br />(hr) <br />values <br />* Tt <br />(hr) <br />la/p <br />Interpolated <br />(Yes/No) <br />la/p <br />Messages <br />0.20 0.20 ****Yes -- <br />* Travel time from subarea outfall to composite watershed outfall point. <br />'• Tc a Tt are available in the hydrograph tedjles.