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Table 2. Revised Stripping Plan, Diverted Subbasin 0 (CN variable) <br />25•year, 24-hour event = 2.8" <br />cCav <br />Cripple Creek, Colorado <br />PROJECT NO.: 003-2203 <br />HYDRAULIC DATA <br /> CNANN EL DESI GN <br /> HY DRAULIC P ARAMETERS <br /> STD LEFT RIGHT MA% <br /> <br />CHANNEL <br />RIPRAP <br />LENGTH <br />VERT. DROP <br />SLOPE SIDE <br />SLOPE SIDE <br />SLOPE <br />CHANNEI <br />BOTTOM MANNING <br />F MANNING MAX NORMAL SHEAR TOP WIDTH <br /> <br />REACH <br />O (cfs)to <br />MATERIAL <br />TYPE In <br />(fl) <br />(fl) <br />(fl/fl) <br />(H:1 V) <br />(H:1 V) <br />DEPTH <br />fl n <br />OR nFOR VELOCITY FLOW STRESS FREE-BOARD OF FLOW <br /> ( <br />) WIDTH (ft) CAPACITY STABILITY (fps) DEPTH (fl) (Ib/ft j (available in fl) (fl) <br />SubBasin 0 10 EaM-Ilnetl 1900 175.0 0.092 2.5 2.5 2.0 8 0 <br />045 0 <br />040 4 <br /> <br />Subbasin 1 <br />36 <br />EarlMinatl <br />0.0 <br />O <br />OOB6 <br />2 <br />5 <br />2 <br />5 <br />2 <br />0 . . .4 0.28 1.62 1.7 g.q <br /> <br />Subbasin 2 <br />54 <br />EeM4inetl <br />0.0 . <br />0 <br />0086 . <br />2 <br />5 . <br />2 <br />5 . <br />2 6 0.030 0.025 4.3 0.93 0.50 1.1 12.6 <br /> <br />SubBasin 3 <br />61 <br />Earth-lined <br />- <br />0.0 . <br />0.0086 . <br />2.5 . <br />2 <br />5 .0 <br />2 <br />0 8 <br />8 0.030 <br />0 <br />0 0.025 4.8 1.16 0.62 0.8 13.6 <br /> <br />$UI)Ba51r13A-CSPA roarh <br />61 <br />RI ra <br />T aVL . . . <br />30 0.025 5.0 1.24 0.67 0.8 14.2 <br /> <br />(1)Relerenca HEC-1 file: J:100 <br />JOB51003- <br />220315URFW <br />ATEICCVrM <br />P4E.0t1T 0.0 0.100 2.5 - 2.5 3.0 8 0.035 0.040 8.4 0.66 4.25 2.3 11.4 <br />(2) Sae ATTACHMENT A for dprap type <br />4!8/2002 11:33 AM <br />BASINHBH.xIS TABLE 2.D (1-17) Golder AsSOCiales <br />003.2203 <br />