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<br />, <br /> <br />, <br /> <br />Since there is a lack of SOD-year precipitation data, <br />the SOD-year frequency storm runoff values at each <br /> <br />design point were calculated. <br /> <br />The logari thmic values <br /> <br />of the 10-, 50-, and 100-year peak discharges were fit <br />to a regress ion line by method of leas t squares. The <br /> <br />..... <br />- <br /> <br />SOD-year discharges were analytically extrapolated from <br /> <br />. <br /> <br />the regression line based upon a lognormal-probability <br />relationship. <br /> <br />Partial listings of the CUHPD and HEC-1 computer runs <br /> <br />. <br /> <br />have been included in the Appendix. <br /> <br />Nultiple runs <br /> <br />comparable in structure except for rainfall frequency <br /> <br />and <br /> <br />areal <br /> <br />adjustment <br /> <br />parameters <br /> <br />were <br /> <br />executed. <br /> <br />. <br /> <br />Therefore, only the following portions of computer <br /> <br />output have been included with this report: <br /> <br /> 1 . CUHPD incremental rainfall tables for the 10-, <br />. <br /> 50-, and 100-year frequency storms with 0-5, <br /> 10-20, 20-30, and 30-50 square mile areal <br /> adjustment. <br />. <br /> 2. CUHPD input listing for the 100-year point <br /> rainfall. <br />. <br /> 3. HEC-1 input listing for the 100-year point <br /> rainfall. <br />.0 <br /> <br />. <br />