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<br />",.......,"!."", ,..,.. I, ' I' I'" <br />""~ t "", I _' .,'J1,.Of? t''''' H.," ",,1 '\"",' -. "J.i ' " '.""Jt\':il.~'~~lili <br />"""""'i9""'I~~~I;;.^"".....~,,",,,,j;,,"" } I <br /> <br />MAR-28-2000 TUE 10:46 AM <br /> <br />FAX NO. <br /> <br />p, 07 <br />~ <br /> <br />g'Limntion of the llf,C L I",.. Pilr"lnet.ors for llo11ting the Probable Maximum Flood <br /> <br />~, The ilSSl1nlption thnt the errors in F.qunlion (4) <br />.11''' ,,,Idit.ivc is 0.1.<0 qm,slionable. Kllczel'a (HJ82b) <br />,,",,11'" thnt the spati~l av('ruging lends to non-add 1- <br />II\'U ~wcha"Lic errors, which also indllce bia~ in <br />l':II'i\Jl\eler estimato.~. <br />N ,'vorlh~lcss, the ro!:re~~ion m.,thod is the only <br />\'''11 rnr ""Lim:1ting Lho loss ...arnmcter~, Its ultimato <br />jll,-lil1caLioll is thut it provides more "realistic" 10HH <br />I ,:i","nelers th:m !:o:1l-oriunL"d moLhod" ."ch as the <br />"JIl, "",,,1 \,y ODNR to ",i1ximi1.o "urfaco runofr at the <br />I.:,.!:l"woud Wntcr~lll,d, <br /> <br />I <br />j <br />, <br />I <br />, <br />i <br /> <br />'<;""','r;l)/1 of v.",;gll Val",,, <br /> <br />; <br />I <br />, <br />'1 <br /> <br />'I'he dt'sit:!\ value or STltTl, (tn routll the PMF) wa~ <br />""1 ill Ih" average valuo (1,0 inch) reported in Tnble 8, <br />,\ILllllll!:h the slimdard error is also report~d in th,\t <br />l<1ill", its sigllillctU\cu is [llIrely mathematic.al becallse <br />the pnramdcr 8TH,'!'!' is CXjJcctell to vary between <br />"("nus. The vnrinbility nf tho parameter CNS1'L <br />(J..,;"r"e~ rurlher study. <br />A J1reliminnry taslc is to inve.tigate the existence of <br />IrL'n<ls !inltin!: the estimat.t,cl CNSTL to other 'Iuallti- <br />1 "'S, The exist,'nce of 0. Sl,rong correlation would break <br />,1"Wll the assumpt.ion of invariance of CNSTl, and <br />pmhil,;L simple nvernl,.;n!: (Uates and Townley, ]988). <br />'r!.C!',,j'ore, plots of eNS'!'l. verSllS total minfall. <br />t:N:-;'J'(. vcrsus t.ot.al loss, and CNSTI, vefl;US duratiou <br />wLro obtained in r'il:l1res 5a. 5b, ami 50, respectively, <br />h ....11 n be seon thut thoro Wll"; 11 trond of' incroursiJ:lK <br />t:II:-JT1. wiLh an Inor"".o of Lotal rainfall anti total <br />)''';5, but not with ineronso in duration, The fact t.hnt <br />CNSTL inrreasns wit.h lotal rainfall and/or total loss <br />s\lould not como as a sllrpris" because for long dura- <br />tion storms such as the ones used in this study, <br />eN !iTI, effects are amplified by the long dur..tinn of <br />.11 l'I'II('e f\l1lnff, Unwover, a strong linear correlation <br />li",'" "ot exist between CNS1'L and any of Ihe men- <br />I i;lllcd vJ\l'hlbles, as supported by the low r2 values, <br />AI"o. a plut of opthuUln CNS'rf. vnluos vOrYWO the oor- <br />J"''i'''lI,lol1t II. (Jlo~ tihown) I'ovenled that these two <br />1''''',\l11''ICr" nl'e independent; the r2 vallie oHhe corre- <br />Lotiun was 0,008, 'l'hereforc, CNSTL values can bo <br />;\s,;t1llleu indepcndently identically distriblltcd and <br />IIIL' aY'tl'''!-tll CNR1'1, vn]u" reported in Table 3 Is reI'- <br />J'li:,oulillive of tho distribution (hence the subbasin), <br />'1'1,,, ,'(mliliencc interval is (,'llmpnted next, <br />Tile optiill\101 CNSTJ, vnlues passed tho l1ol'1lll11ity <br />h','l l.y the Kolmogrov-Smlrnev teslnt the 95 perc<.'nt <br />,,".lid~f1CIJ lewd. Thoy an~ plotted in F'jJ,::UfO 6. which <br />"1,,,\\'." thnt lfJ nf thom fnll within the 95 porcent conli. <br />,1,.',,<,," hllnd of N (0,095 lnch/hollr. 0.016 inch/hour), <br />ll,,,"~ Ihe l-stnl.istics, Ih" 9" pe'fcellt cantidonc" inter- <br />\,,,j hII' lhe dc"i~n eNS'!'!. value is thus IO.IlIlS :f; 0,0:33 <br />t,ul./lIIHlrt. <br /> <br /> CL3Q <br />" '25 <br />, <br />" <br />~ QiQ <br />~ 0.15 <br />~ 0,'0 <br />'" <br />'" <br />'" ... <br /> o.co. <br /> <br />'$ ... <br />" <br />~ <br />e O,:i <br /> <br />;: '.1" <br />~ <br />(:; <br /> <br />0.30 <br />'C" 0.25' <br />, <br />" <br />..!C D:!O <br />~ <br />" <br />:!. 0,15' <br />.... <br />t; 0,10' <br />" <br />(,) 005' <br /> <br />;t- <br />v <br />f .. <br /> <br />~ 7' <br />IL <br />,~ 50 <br />;; <br />!! 30 <br />a <br /> <br />:l <br /> <br />Ob..Md - <br />-- ~. 0.04. t 0,009 <br />i' = 0,35 <br /> <br />----;.-. <br />-------- <br />.. : .:--------. <br />!-'____ to <br />. <br /> <br />. , <br /> <br />(A) <br /> <br />--~ , <br /> <br />% <br /> <br />l <br />Total Rainfall (inch) <br /> <br />. <br /> <br />4 <br /> <br />030 <br /> <br />ObOOMld <br />-- y=O.C15x+O,01 <br />r' = 0.446 <br /> <br />-------- <br />-- - <br /> <br />0.20 <br /> <br />Q,ClS <br /> <br /> <br />(S) <br /> <br />000 <br />o <br /> <br />.,. <br /> <br />2 3 <br />Tolal Loss (inch) <br /> <br />. <br /> <br />.. Ob&CN13d <br />__w_ 'i:ll o.Qooe x of' 0,07 <br />~O,02 <br /> <br />. <br /> <br />. <br /> <br />.. -.---.-......--- <br /> <br />. <br /> <br />. . <br />oC13._-~_. <br />o 10 <br /> <br />. <br />.. <br />. <br /> <br />- <br />. <br /> <br />(e) <br /> <br />. ....-r-. <br />20 30 IiIQ <br />Runoff Durition {h01Jr) <br /> <br />" <br /> <br />" <br /> <br />l:'iJ,"Uru 5, StutiGlical CorrC'Illtinn orC::NSTI.. wiLh <br />(A) Total nainfall, CDl 1"'ta1 Lo", <br />and (C> Runort'DumWt>n. <br /> <br />gg <br /> <br />.._---"",./".,-- <br />---- <br />------ <br />-- <br />-- <br />-- <br />--" <br />-- <br />-- <br />,/,/ <br />,/ <br />,/ <br />,/ - <br />,/ . <br />~..... . " <br />. <br /> <br />10 <br /> <br />--' <br />,/,/ <br />,,-- <br />...............".... <br />,/,/ <br />,/-- <br />,/,/ <br />,/ <br />-- <br />A -."..' <br />. --,/ <br />-- <br /> <br /> <br />..... '---' <br /> <br />, . <br /> <br />. .....-- , <br /> <br />",__'.R"_'_ <br /> <br />0.00 <br /> <br />006 <br /> <br />010 0,15 020 <br />CNSTL Onelllhour) <br /> <br />0.25 <br /> <br />Q",iQ <br /> <br />FiC~lrc G, Pcriodogl'1l1n lndiC'ating NonnnHLy of CN~T'... <br />The dtl:shetllin..:r;: ddimiL Lh. 0.5 j1Grcl1nt conficlc..'l1cc 1.1~llld. <br />