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<br />:1,:::- ::., sys plo::e\.~ c i :'fctly fro~ a co~!uter )l~'intout -:::e::c: ::0 \':(,2.\"C' <br />:~::~ ::...;: ::-c~ S::C::C':-: :c SectIon, \',l~en presented in :S-;is fashion, <br />::-:c::; c.:-e s.::-::e:ir:es ca2.1 ej 1!sah"Looth'l OT I 'ollSbhell!\ flood\.;a),'s. The <br />~.;~, ..>=i'2:-:se ~o:- e5t,?."',J,-:~r--;1'~'(1 t~:ese fJo::"~\"2~:5 is t!~a:: llt:~C:: CC':-:it:' fyor:; <br />::--.':: :=:--~: ,::::;:," ',.;:;i::}". ~s ::.:' 6e-:ense. S:"':C!1 :locc\\'ays are also di::ficul t, <br /> <br />:;:': =-0.:)ss:ble, ta 2C-:-.iT1iste:- <br /> <br />bv the local officials. <br /> <br />. :.- ~~ ,::cc'..:a:: ces::'gTlc-:- s}-:o:.1ld llse the ini "cial floOQ',.,'2.Y pT:..~tO'Jt <br />-- - ~-;i ,~::- :::: C'2t:?:~':;-:=-?1;: the 21j~L"Ticnt. Fi~--ure ~ ShOh'S C. co~~::ari5on <br />'. --:: = :::,.~,,'-.::c-:.~ ::-~ .:: ':"':2:': 2:Jd G sr.:oct:-: floodhay. C:::-,2T consiJerations, <br />as velocity, I-."ill enter into the decision on the final floodl-."ay. <br /> <br />sucn <br /> <br />.~.=te, a ST",oct'l flood'"a;.. is established, it should be checked <br />(:'e:-,Cl) ::0 insure that it Deets the basic requirements. <br /> <br />ii <br />" <br />0' <br />I I <br />I ' <br />0' <br />I <br />I , <br />I <br /> <br /> <br />( <br />6 <br />I <br />.4 <br />,'0 <br />/ <br />II <br />'0 <br /> <br />N STREET <br /> <br />I I <br />, I <br />'0 <br />I I <br />I I <br />,0 <br />,I <br /> <br />~ <br /> <br />,\ <br />,\ <br />0\ <br />, <br /> <br />0) <br />, I <br />, , <br />7 <br />II <br />'0 <br />I I <br />t 1 <br />10 <br />\ I <br />, <br /> <br />M STREET <br /> <br />/ ' <br />/0 <br />, I <br />\ r <br />{? <br />\, <br />P, <br />II <br /> <br />- - - - - COMPUTED FLOOOWAY <br /> <br />- 0 - - 0 - SMOOTHED FLOODWAY <br /> <br />Figure 4 <br /> <br />5 <br />