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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.: 007-2207 <br />HYDRAULIC DATA <br /> CHANN EL DESI GN HY DRAULIC P ARAMETERS <br /> <br />STO LEFT RIGHT <br />MAX <br /> <br />REACH <br />hI CHANNEL RIPRAP LENGTH VERT. DROP SLOPE SIDE <br />SLOPE SIDE <br />SLOPE CHANNEL 9 Mn F <br />G M <br />G N <br />L TOP WIDTf1 <br /> Q(tis) MATERIAL TYPEI'I (fl) (fl) (N/fl) (H:1V) (HdV) DEPTH 0TTOM OR n FOR VELOCITY OW STRESS FREE-60ARD OF FLOW <br />SubBasin D 10 Eadn-lined (ft) WIDTH (fl) CAPACITY STABILITY (Ips) DEPTH (ft) f <br />(Ib/ft) (available in fl) (fl) <br />SubBasin 1 36 EeMbined 1900 75.0 <br />0 <br />0 0.092 2.5 2.5 2.U 8 0.045 0.040 4.4 0 <br />28 1 <br />62 1 <br />7 <br /> <br />SubBASin 2 <br />54 <br />EeM-Iinetl <br />- <br />. <br />0 <br />0 <br />0.0066 <br />0 <br />2.5 <br />2.5 <br />2.0 <br />8 <br />0.030 <br />0.025 <br />4.3 . <br />0.03 . <br />0 <br />50 , <br />1 <br />1 g 4 <br /> <br /> <br />9nbBasin3 <br /> <br />61 <br /> <br />EaM-Iinatl <br /> <br />- <br />. <br />.008fi <br />2.5 <br />2.5 <br />2.0 <br /> <br />8 <br /> <br />0.030 <br /> <br />0.025 <br /> <br />4 <br />B <br /> <br />1 <br />16 . <br /> <br />0 <br />62 . 12.6 <br /> <br />Sa4)Dasirl 3n- CSP A <br />0.0 <br />O.DOB6 <br />2.5 <br />2.5 <br />2.0 <br />8 <br />0 <br />030 <br />0 <br />025 . . . 0.8 13.8 <br /> <br />roach <br />61 <br />RI re <br />T a VL <br />0 <br />0 . . 5.0 1.24 0.67 0.8 <br />(1) Reference HEC-1 file: J:IOO JOBS1003- 22031S . 0.100 2.5 - 2.5 3.0 8 0.035 0.040 6.4 0 <br />68 4 <br />25 T <br />3 <br /> <br /> <br />rn eee errnru..~.~r . <br />URFW <br />ATEICCVTM <br />P4b.0UT . . . 17,q <br />,_, _ .. ............~~.. ~ .. w, uPrap rypa <br /> CULVE RT DESIG N <br /> <br />Y <br />5' 4 ~i`{IF9 HYDRAULIC PARAMETERS <br /> <br />R <br />CH~'I CONDUIT <br />LENGTH VERT. DROP <br />SLOPE - <br />~ PIPE cj# <br />g'~, <br />~ DI MANNING ~' rov'-„ , ~) <br />NORMAL ~ o- ~"0~ ~ t,N1C'4 <br />EA <br />3B Maz <br />slc a O (cfs) <br />61 MATERIAL <br />3fi' (fl) fig) (fl/fl) AMETER <br />.~, (tll <br />. t-, ` nFOR FLOW VELOCITY FLOW S 't ~ <br />CAPACITY AREA (fl') (f <br />s) DEPTH <br />ft <br />o <br /> <br />~ <br />CSP <br /> <br />6 07 <br /> <br />149 <br />p <br />( <br />) <br />f ,s„ .6+„ PERCENT FULL <br />r' <br />3B Maz slo a 61 36'CSP <br />BO 152 <br />6 r_ ,.i <br />' <br />~ 0.02 3.20 9.1 139 . <br />~. 3„? qg <br />.. <br /> . 0 402 ? <br />> K g ,. P.~- 3 D <br />.;,?: ?I,,. ~r~. , <br />;~~ <br />0.024 2.22 27.5 06 *, ~ rt":1;' 35% <br /> <br />410/2002 11:33 AM <br />BASINHSH.zIS TABLE 2.D (1-17) <br />Golder Associates <br />003-2203 <br />