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<br />(' <br /> <br />r- <br /> <br />. ;'f,'llij~::~-' i~~rrlW:\~_lj.'~" <br />X <br /> <br />TABLE 2 <br /> <br />INTERIOR DRAINAGE DATA - LAS ANUL>\S, COLORADO ~ AND VICliHTY <br /> <br />T <br />c <br /> <br />Area <br /> <br />(minutes) <br /> <br />C <br /> <br />Inf1G,,,,, ~~ITuet:lIrc: <br />I A Q LtLiltrdtlcm Volume Pi:Hld lng Design <br />(in ./l,our) ~!:esL--.-Cc-,-!. s,LJin. D.'9"r.L_..~~~.:::ij:. L._i.ac.o::L<:, 2._.(() c'::'!'.'.:,;.:.l <br /> <br />SOUTH LEVEE: <br /> <br /> Southwest Outlet Sta. 107+50 <br /> Al 100 0.25 1.5.5 129 50 O.lO .i.7 <br /> A2 70 0.25 2.05 239 123 n.70 J~ <br /> Combined VIti (,1') 12 0 ')9 <br /> South Outlet Sta. 290+00 <br /> 1\ 165 0.25 1.01 761 190 0.70 lcH (J; .'j / q 80 <br /> Southeast Outlet Sta. 473+00 <br /> C1 48 0.25 2. F2 98 G7 0, "JO I' <br /> .., <br /> C2 36 O.GO },33 58 11G \1.50 9 <br />r" Combined 105 <br />'" <br /> C3 115 0.25 1. 38 315 109 0.70 l~ ~~ <br /> Combined 201 175 <br /> lJ 41 0,25 3.00 114 86 0.70 15 <br /> E 47 0,35 2.77 122 118 0.70 16 <br /> Combined 268 25(1 <br /> F 98 0.25 1.56 536 209 O. iTI 71 <br /> COr.lbined 39] 166 (i)'L5.1 V,I <br /> NORTH LEVEE: <br /> North Outlet Sta. 352+00tl <br /> G 28 0.35 3.98 143 (2) 21.5 0.70 19 11.8 <br /> l! 18 0.35 5,00 59 105 0.70 8 5 ') <br /> , " <br /> Combined (3) 94 <br /> K 36 0.35 3.33 17 20 0,70 2 <br /> Comb ined 100 <br /> J 34 0.35 3.45 156 190 0.70 21 12./, <br /> Combined (3)162 .._..~.lcEZ:~__. 7G <br /> (1) Volume to be 5 tared wi th coincident flow in Arkansas River ~ <br /> (2) Includes 18 c.Ls. froI:l above railroad. <br /> . (3) Flow after routing through existing structures. <br /> <br />