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<br />'11l10 Lusls 01' e~l Leu Lat:toIl of Ll!c !)~~<.1I: (l..i.~j(~huJ'f.O at .::~iLit)llis, <br /> <br />the C and S ,'alll.o:.td i;l'ucku, ,>tuu,.t :';L-r, 'Jt "no the :c,)splL-ul <br /> <br />l{o8.d Is S!IUV'fl .i!l tabular' i'urn: l)e loVl: <br />POlIo t of 'J'l'H u Ulry 'rc Lllnoff icui.nfull Peak <br />(;l'ncentrotion Ar'eu (Acr.es) IfI's . f.:l.i:in. Coeff. Jlltens:i.ty Disch. <br /> in./nr. C"I(' <br /> tl...l <br />Shields st. '1,1.4 ;0 2 & 2[1 " '7'7 OJl7 1,1'30 <br /> \j .,.>0 <br />C[.:3 ,:aill'oad ~), 1 (-)~5 ., &. 02 O. ;Jij 0.74 1,oDO <br /> " <br />Stu.cu't St. t., t.i17' Z, &: 1\1 O.oH 0.70 1,470 <br />ilLlspltal i:d. ~J, J11 ;:) (c b2 0.10 0.;]2 1,470 <br /> <br />'i'ne value;G ot' \~ listed in tho taLlc do not include <br /> <br />SUb:;Ul'fuce floVl or discharg8 in to the cnannel. 'I'hose may <br /> <br />cor-tribute a subs Luntiul volume 01' flow; however, theN; is <br /> <br />no dutu uvailaulc tr,e.t \1uu.Ld allow &n 1nL',11i!,IJnt estimate <br /> <br />of ti,elr pl'oportion. In any desiGn or a cil,"1rI'31 tu carT) a <br /> <br />lO-'year flood tLrou!;h the ci ty and limit daJllaS8, !i rather <br /> <br />large sufety fueL-ur MUY be In order, to att0mpt to compensate <br /> <br />for this unknown. <br /> <br />1'llr'Ju[;h ext8ns.i 011 of our empiriC'll :,:'; tJ10::'., ,10 Illay calC1l1Hte <br /> <br />the bv.se of a hydro: . Y'!i f1h or tile du (.0. tion of flood' flow. '['he <br /> <br />eY.act shape of' th0 hydr'o",;raph will var') \'i.t. tl1 the uature of <br /> <br />the stream, and rie lwve insuf'i'lclent datll to n'~.e'lllat,.,ly <br /> <br />l~ct{'r"pi.:'l~ its S(L~[le. ~we ~Ul':')\"1 onl.y tllO Initliil, l\':!H~, "\1.11 Ct;\'"'l <br /> <br />point::; on the h~.drOc~l'::lJh. Ave!'} r"u,Jl c3timate of these <br /> <br />curves is SrlcWIl1 on nil atta<:I",ci pll1to. <br /> <br />-9- <br />