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<br />~ .XRF hydxograph develop~d for the Big Thompson
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<br />i}ii;x,~V.l!\,!>\1?<,~i.and,~:rQuted,~,,~ :routing l:1laches to the junction of the
<br />"~,/;:t':>':;i,:"7, ~.~\:< "'!~i("",":'-", \:\"" Y~",:'I::Y>";,/~;i;< . ~-:..~~;<:~t:.:~,,:i;:.:"':,.,\, .. ,-,:", 1 ',' . ~.
<br />'1;;~~~~?01!i~"ie1~r,;;1'h1,~,i'i0~i)1Ydrog:raPhwa$,.QOQlbi~ \wi th,the :rnF
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<br />,~'~~r~~~~tromthJl'~iit.~~;~'~~ii;';The 'm~djp:$ph develoPed fo;the
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<br />nif::,;'~i'14~t.*e!l:'bompsQn Mvel' .il.tthe u;pst:ream limit (Berthoud gage) ,;asroutedthrti
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<br />~}t"one:r~ch,to belov~ Qt'$elt. ~'h1s :resulting hydrograph was cooib:l.ned with
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<br />~qft~fj&;t~~*~~~;t;"~~'!2~~~~'~ Q~ 4~liIq~.. .mile('and.~?ted. t4ru .
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<br />.. <';~<t.~,::#~cp:"altl?:'~,llia/!iio*~l,'i'Qtt,~~~~\t4~;tGThOlllpllon'~i w:r~dcornbi~ With the;. .'
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<br />::b.yd.:rogre.PbJ,tit'om ~h.:tntel:'V6n1ngtwe. of 57 IIlquare D111es. The ~ :routed'
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<br />. hyd.rograph. for the B;l.s Thompson and 1:.:l.tt1e Thompson Rivers at their junction
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<br />~l);;i,: ~~:,,!,?'?1lI~~~~,?fl~,',1.o~,1u,~.rf~~ina~rout:l.ng reae? '&0 the mOU~h of the
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<br />~'~ . a;' (Jeneral. /iiltli.ndtird.prQaea:t;'tlood hydrogra.phs ,1\\11'13 developed for the
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<br />I t~;*,t~{;'i;'i,,:ti1s~mpsOn,anCl.1.4t-iil.~Qmps~ ;J1'Vers at the same looat:l.ons 8~Cted for
<br />I ~~,:1;{f;,":~;~.':,,-\, f':.""~";:l":''-:'\;:'' ,~">'.", ";-",':":'l'i.,:~';.;,:'--';-.::,' ,',_\.:"",):~,;:,:~,:>.\{:.' _-. , _ '_ _ '_ ,_ '.."
<br />~~t~j:k;t~.,,~~~h,&r~~~babU:t1;y..~~~,~f;l&f1. . The ,unit hydrogra:phs...~ routing
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<br />?;(,,~i ,<;:.t1i.Qa:J\:;Sedto"d.wI~p; the.~w(liid1-d8:r$phs werlll .UlIed. to e$t1mllt&~'the. standard .
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<br />;,;',l:P~~r.i'rtlQOd hy\irographs.' ."
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<br />~;;.: . b~ " l!te.:I.n:f'all and LOss. The standard. proJ0otrll1ntall oriteria presented
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<br />in JIM 1110-2..1411 was UIiIed to .st1l1l<e the standard project storl'llover the
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<br />:13110 Thompson R:l.ver and Little ThQlllJ;lson River basins. The SPS 1n<;ie,. value of'
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<br />.8',1 :tnohes 'waGedJUllt~dfor d~at<1on and dep'bh..area.
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<br />!nfiltrati~ loss' rates
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<br />. of'o.60 inch per hOur for the plains area and 1.0 inch per hour for the
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<br />i!"!~!\" "'llIQunta1nar/lla 'W6reused~",Thes.~;to$s'rates were applied to the ril1n:f'aJ.l values.
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<br />~f~~~;,;:;:3~;c~~ttUl1:~~dard~~~Jllct:ilOdd:~~ff. The result1ngr!l.1n:f'a11~ lossa.nd
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