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(i:.mod S:~c,es <br />'', arab!c «:acrs?:eds, frequency- curve <br />':eta ',ic!d ;ccPptablc insults for csti- <br />t .:~_:-. :.r ;:cod a.^,d n:a;: be es- <br />~p',:ai•,. ;0 :..~.i.^.:^ •. r~C lt''J{:Par ~GGd ~t'a}7 a <br />... .... ... f:C!' 0: 0~::-... ....',h ::CCCp~a-bit CalllES. <br />'.Ian}' :..-,::^ocs c: :'~vnd frecucnc>• do:ermina- <br />m1= 1:::-;,1 c. ~.ra.-:"oo: data nave been pub- <br />c ?. .::~,::;:•.; sur.•.m;,nes o` these meth- <br />. . :I"::,_ vit}. cc......:na on factor, .:TCctine <br />:rfr acc,;:::c.: ..::,.1 1:-i;a;ions, are coma:ned <br />• !hc ;,:.;•P:s en;;Jrr.. "Rcrieu' of rood Fre- <br />n„';r•: ',!r1:'.~1;..... ..~~.. ".',Ir;!:ntls of 1--10«~ t:rc- <br />,irC~~•. :\na:;~:.~..."' lC inlc the man.: me;!:ods <br />1L~..c`7'-;n:c:le:: dcterlninatior.s made from <br />'.n..o•: da,.. ... - al'. b..^.sPd on acceptable <br />~.. ::, ..! p:oc~•du:•, ~ di:"Prone^_ .., meth- <br />'r,~„~;. c::n ~i•:e• a}';~:rr:alu':;: d:'crent results <br />n c>::"'.sla~.s are r,-.:.dc ue:•'ond the ranee <br />. ::C t'.a.:IlC Ua:.^.. i O i7f0'::(:c fOr 3 L'.^.::J'm:C'; <br />1'.'.I: ..., .. .. a': :'C•0:., ."CS ;flan:~. i!1 C' \~~-aIC:' <br />.<mn~r.~ C'o:::xi! h;:> :rcar.:n',ended that all <br />n•:~~~::.:'^~. ;rc::c`.c~ use the Lug-?car_on <br />,~pc ]:] c: <; r:hu:ion ,.., _ base method. The <br />r,•:=:::il •'i r', ;}:c }ra,lic;.tton, ..:\ L ni- <br />~' , <br />,cnniqur ;'ur llctc:'minin Ficud Flotiv <br />,• <br />is <br />c.. <br />is <br />,; <br />~,. <br />n' <br />r,. <br />,' <br />(~ <br />f, <br />., <br />l ~!~~~;t~.~'.c.i,~...'' Il::zcc•s \ic[}7n(: rl': CS 1'CCtI!t5 <br />Il:ai :,!'i C^::1;,.C'::~:`.<' tG ;}7CSC fron] inc Lo^- <br />?'"•t::c~:: .:';)C' i i ] ^:CL'1J~ aad 15 ca3lrr 10 llSC <br />," •"":! ('/`^I~,'J;.7;!OIl< :: !'C n:adC by hand R'l:h Or <br />..~;h~~:a .::!' ai~i o.` .,. chanir.a calcu',at:^•. ^-,a, <br />.IC„•.. :\ }noccs!'.u'..I aa{:n_• for such IIaz^_n <br />":::;,;:;::~ inner I~ I,rc>c::;cd i^ sccUOn ~9. <br />rnr .. .., z:'si: cc;, e: bcrc runcli C':C:.^.atCS <br />?r,~:n raft:.^,Il :::ul for v: hich s;:'can:.".o~•: data <br />'"' I:n: ...;;ii;:Llc I:al!: Ill' small tiSalC:'shcds), <br />.. .n,ilr;;:;p;: n( Ii0(~(i .!'C j^C.^.C'IC3 C:n :C Ob- <br />' I o.....li runo.. ,ram pm- <br />'' ..az,n c!:,t.: o` the desired ircqucncy. <br />~'!'~:,:I,:c raini::!I into^,itics for short dura- <br />nC~ c;,n Lc aLlainrd :rom Xatio;:al v\'ca:her <br />'~r:ice pu'uliration. t.o^ bibliography, sec. GO), <br />..C., •... , ••..,,, F.-~.,.n.. `.. ,~ ..' Fm.: u, n,.., . ~ re. See. <br />' ' '.. ..~ . ~~~ i,~. r-~ ~ C. r. m,,.. ,~n 1.~. - . Tr.m ASCE. <br />,, .. ... , , ~ ...., ~. , ,~....,~ .„ s.., ,,m. <br />,... ... n .,. -, i,.•. •.n.~ ., ~ .., ~,.,~,. , , ".~., v. .~.... <br />~ i, ., r .. ., .,,., e. .... R. ...., •... \.u n.Ji, U..nro• <br />,,.,, ,. <br />n ., ,. ,,. ,~. ~„~~. n. <br />45 <br />er in some instances by direct frequenc.: anal- <br />yses o: records at nearby- precipi;~tion sta- <br />tics. These data provide means of ob:ainir.~ <br />probable ":-pear" prccipita'--ion ca!ucs for car- <br />ious time dura:ior.s. A storm duratio^ L'me is <br />assumed equal to ;hat of the time of concentra- <br />tion, i„ estimaud for the v:atershed. Tri- <br />an~u?ar ;:;:dro~r::p•r.s represenur.~ t},e desired <br />fee;uency flood are computed by the procP~itn'e <br />pl'CSC;1tPd in section 53. The unccr;air.ti<~ in- <br />herrr.t in estimating the ~^atmt of runo5 <br />n~hich ~•:il! resu!t ;turn a ;:ICC.^. amuur.t o.` nin- <br />:all n;akP the results of ;his procedure less re- <br />liable than that of usir.~ stream"o:e data :•: here <br />such data arc availahle. <br />4°. Special Coses.-The discussions in this <br />cha!',ter have deal: primarily oath flood 9ov:s <br />ricta:ir.p :turn runoT irons rain :aL':nP oi, an <br />c::fro2en .:atcrshcd. T}lcm arc areas <tit'nin <br />the L`nited State_ v,'r.cre !arse fioods ha.'e orl~- <br />i::atcd from rapid srlov: melt on a i roz:: ~•::ac•'- <br />shed or frorn a combir.a;ion of rain :a!li.^.~ on a <br />snout cover over a i:'ozen v::u~•rshed. The <br />ea; tern and ~<-estern coastal region, c` the <br />Lr.aed S;;aes arc subj~'ct to floods caused ~•~• <br />rain iallin~ on a sno~. cover over ~tatcrs^., •- <br />hacin~ usually' unfrozen soil. These ty-pPS ci <br />Cl'f^Lti rCq u;rC SpCClal S;l1dp l0 a9C'C r:a:r: 1 is <br />amoultt of ~•:atcr that becomes ava:!abic ±or <br />nlr.u?. Uncc that is dctcrmincd, dis:ribs;:ol: <br />of the runo.`T b}• a ur,itoraph usua„p is feasible. <br />Although such special cases ma}• be rare <vith:r. <br />at: area of interest, they ma)' represe:',; the <br />maximu:r, probable flood-prod::ci::o ce::daions. <br />Instances In t•:hich sno•,vmclt runo.`T provides <br />the m.^.jor portion of : m.^.~imu:n p robab:e flood <br />usually incclvc major' su•car.:s anc larpc drain- <br />: Fc areas. Design o: structun•s for such i; <br />beyond the scope oC this text. Ho<•: over, prcb- <br />Icros ma}• arise concerning shall, n:oun;ainous <br />v:atcnc~ds uhcrc sno<•~melt runo i is a dom- <br />inant characteristic. Ir, these areas. the floe <br />in the stream due to sno::nnclt runofT TMav be <br />larpP and ~hotad be acidC•d to the computed r::iu <br />Oocd. Alpo. ~,hcr. cs;un:::u:q nmufr (rom <br />r:ur.f;tll i.: such ana>, i; should Inc rcc•o;-nc.cd <br />that ;ctr; of the ~•:atcshcd r:i!i br emceed by <br />mclur.): sntrc: v:iueh is r.:U.~fplnr retention los.- <br />cs under the snot~~-co~~crc•d :trca. The runo' <br />from r:u:: f:,llinl; ou the sno•s-covu~ed area may' <br />i <br />1 <br />!' <br />l; <br />l <br />i <br />1. <br />r <br />t. <br />