Laserfiche WebLink
<br />, <br /> <br />. <br /> <br />760 <br /> <br />HYDRAULIC ENGINEERING '94 <br /> <br />308.44m <br />304.25m <br />300.05m <br />295.86m <br />291.67m <br />287.47m <br />283.28m <br />279.09m <br />274,89m <br />270.7 <br /> <br /> <br />Figure I, Topography of smdy area, LengIh of valley is approxilUlrtely.9 km, <br />WidIh of the flood plain aI the upstream and downstream eonstnellons IS <br />approximately 150m, Flood plain is approximately 2l50m aI its widest point. <br /> <br /> <br />Figure 2, HEC-2 cross sections superimposed onto water surface elevations for <br />Ihe 100 yr flood with post-1985 topography, Contour interval =O,5m <br /> <br />- <br />. <br /> <br />. <br /> <br />t.EVEE DESIGN-2D MODEL <br /> <br />76\ <br /> <br />\' ~ <br />\ \" <br />\ ,\ <br />, <br />, ,. <br />\ >, <br />I , <br />I \\ <br />.; I <br /> <br />\ I <br />\ I <br /> <br />II ~ .. <br />I" , <br />~\ \ I ( <br />\ <br />df) <br />, <br />I <br /> <br /> <br />\'~ <br />\ ,,\ <br />/ \ \, \ <br />,\ ,,\ <br />I \ \ \, <br />. \ \ <br />\ I I "r f ' <br />\ \ \ I I ~ ( <br />~\ II!.) ,-:- I <br />\~,. \ ' \ I ! <br />':--~' \ \ \~, t: <br />," \~ .( <br />, \' <br />, ~ <br /> <br /> <br />~ <br /> <br />~ <br />~ <br />.,,~ <br />8.M <br />t::.- . <br />",8g, <br />g;:~e <br />->" <br />i .!. ~';' <br />I -. Sc::.<::: <br />e Q.o ~g <br />-.c- <br />~e~ <br />C::o:2D"-:" <br />.g &:8 <br />.- s 0 <br />"gV'll;:: <br />8~~ <br />"81~ <br />~~~ <br />~ee <br />~.2~ <br />/4_ <br />A:"a!: <br />_2,>!l <br />$~R <br />ft:.!~ <br />;;'-g,~ <br />aoCl <br />g'" , <br />g,::dli' <br />='" co <br />~i! <br />=,,0 <br />,g;1 <br />i~:<I <br />II >- '" <br />1l'5.g <br />~8t;; <br />~~.e.. <br />'OS ~11 <br />~ l!~.c <br />.!c::~ <br />~ '--e <br />U:; <br />~~ lii <br />>-~" <br />''''lii'OI <br />8..cc.. <br />-';U'l! <br />> '<5 <br />,:<I", <br /><"0 <br />e:E~ <br />="'~ <br />co"" <br />u: 8, 0 <br /> <br /> <br />9 <br /> <br />.~ <br /> <br />,~ <br />