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• RATIONALE FOR SEDIMOT II INPUT PARAMETERS <br />I. In preparing the Sedimot II check dam outputs the following parameter <br />values were used to obtain output values listed in the worksheet summaries. <br />(A). Storm Input <br />(1). Storm Type - SCS's Type 2 which is the Sedimot II default <br />value. <br /> (2). Rainfall depth and duration - Based on l0 year (1.80") <br /> and 100 year (2.62") 24 hour precipitation event. These <br /> rainfall depths and duration values were obtained from <br /> section 2.5-4 of the approved Edna Mine Permit <br /> Application. <br /> (3). Time Increments -One-tenth (1/10) of an hour was <br /> considered an acceptable value of time for these size <br /> watersheds by the originator of Sedimot lI, (University of <br /> Kentucky). <br />(B). W atershed Data <br /> Watershed data - Watersheds were dissected using the <br /> map illustration shown on Exhibit 4.6-M2. <br />(C). B etween Structure Rautin¢ Parameters - Between structure <br /> routing parameters were derived from calculations <br />• obtained in worksheet I in Appendix 4.6-M(a). <br />(D). Hy draulic Input Values For Subwatersheds -The area for water- <br /> sheds was planimetered for acres and the curve numbers <br /> derived from values listed in Table 2.20, T~ Applied <br /> Iiydroloev i~ Sedimentolo¢v E4.C Disturbed fig, <br /> Barfield, Warner and Haan, Oklahoma Technical Press 1981. <br /> (1). Curve No. 70 - Represents forest land with good cover. <br /> (2). Curve No. 74 -Represents range land in good condition. <br /> (Topsoil) <br /> (3). Curve No. 79 - Represents range land in poor condition. <br /> (Spoils) <br /> (4). Time of Concentration - Derived from calculation <br /> on worksheet I & II contained in Appendix 4.6-M(a). <br /> (5). Travel Time - Derived from calculation on <br /> worksheet I & II of Appendix 4.6-M(a). <br /> (6). K Value -Derived from calculation on worksheet I <br /> & U of Appendix 4.6-M(a). <br /> (7). X Value -Derived from calculation on worksheet I & <br />TI of Appendix 4.6-M(a) <br />(E). Unit Hydrograph - Based on an agricultural condition. <br />• <br />