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Performance Curves Report <br /> 170 culvert for Hartman Retention dam <br /> Range Data: <br /> Minimum Maximum Increment <br /> Allowable HW Elev 103.50 105.00 0.10 ft <br /> 24.0 Performance Curves O Discharge <br /> 23.0 <br /> 22.0 -- - <br /> a121.0 - - - - - - --------- - - - - - - - - - - --- <br /> rn <br /> L w <br /> w� <br /> 20.0 <br /> 19.0- -- -- - - - - - - -- - <br /> 18.0- - - -- - - - - - - <br /> 17.0 1 — — <br /> 103.4 103.6 103.8 104.0 104.2 104.4 104.6 104.8 <br /> Allowable HW Elevation <br /> (ft) <br /> Project Title: Hartman retention dam with 170 culvert Project Engineer: George H.Wear <br /> c:\haestad\academic\culvert\hartman .cvm Academic Edition CulvertMasler v1.0 <br /> 01/07/02 12:48:21 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 <br />