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a CC+.DIT~vU <br />M,D~OLOGI\T <br />Charles F. Leaf, P. E. <br />l LL[ny DU[ <br />(JOJ,221-OOSO <br />t.•,aiLi;:;, ADDRESS: OFFICE: <br />.~;~ C~Si :l.U LBt FPV_ 113 311 SO UTH :.tELDRU'.t <br />FORT COL LIB: S, COLO R:.D08052' FORT COLLItc S. COLO R:,DO S^521 <br />March 6, 197E <br />FLOOD HYDF.OLOGY DESIG?; CALCULATIC';S: <br />ORCHARG VALLEY .'1 .;E <br />by C. f. Leaf, P.E. <br />• INTRODUCTIC'; <br />The technical basis for all calculations referenced in the CL;I <br />draina?e plan is found in the following references: <br />1. Design of Small Dams, A 4later Resources Technical <br />Publication, Revised Reorint, 1474, US DI Eureau of <br />Reclamation, U.S. Govt. Printing Office, b:ashington, D.C. <br />2. Engir,eerino and Design !Sanual--Coal Refuse Disoosal <br />Facilities, Mine Safety and Enforcement Administration <br />(:dESA) 1976, U.S. Govt. Printing Office, ::ashington, D.C. <br />Tho first text is highly regarded as the Standard by tho engineering <br />profession. ;,11 discussion of hydrolog in the second text was essentially <br />a5stracted fron Des'cn of Se,a',l ~a,rs. The entire chapter entitled: "Flood <br />Studies: (ChapCCr III) and Appendix A from Design cf $nall Dams are included <br />with this repot as Appendix I for the reviet'ter's ready reference. <br />