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APPENDIX 3.5-A <br />• <br />The computer model used was the Deposits Model, January 1980, University of <br />Kentucky, Agricultural Department. The Washmo Subroutine of the deposits Model <br />was used to generate volumes, peak flow rotes and storm hydrograph runoff values for <br />the culvert subwatersheds and drainage areas. <br />r1 <br /> <br />