AaSd HH $ d HHHHff@[d!Footnote TableFootnote**.\t.\t/ - :;,.!?ps06+ b'  b'TOCHeading1Heading2   EquationVariables5UG 5 678,9.:1;3<5=7>G?I@LANBPCRD^E`F  XXX T Q X T Q XMmbM<$lastpagenum>N<$monthname> <$daynum>, <$year>O"<$monthnum>/<$daynum>/<$shortyear>R/P;<$monthname> <$daynum>, <$year> <$hour>:<$minute00> <$ampm>Q"<$monthnum>/<$daynum>/<$shortyear>R<$monthname> <$daynum>, <$year>S"<$monthnum>/<$daynum>/<$shortyear>T <$fullfilename>U <$filename>V <$paratext[Title]> W <$paratext[Heading]>X <$curpagenum>Y <$marker1>Z <$marker2>'[ (Continued)\+ (Sheet <$tblsheetnum> of <$tblsheetcount>)]Heading & Page <$paratext> on page<$pagenum>^Pagepage<$pagenum>_See Heading & Page%See <$paratext> on page<$pagenum>.` Table All7Table<$paranumonly>, <$paratext>, on page<$pagenum>aTable Number & Page'Table<$paranumonly> on page<$pagenum>ljjClkkFlmmXlnnAlppbloo$moAnlss"molrr>R/Al> lQA"lyeal>, yelnum<$lenaAlZ$paAeAH: ABi/Cu0D 4EFr8GoI+9Je:Ks;L<Me=N JOuKPOQSRnTS<UTpVUWVaWubXt۠Y<ۗ&ۘ$ۙ ۚۛۜۡۥnreYh9dYkoG}6UO۞Z iG}6UO` 8dq[\gH3R `@q\][ H3R `@H RH RFootnoteHq3@ `@q]\^[ VHq3@ `@HzHz Single LineXH'q^]`[__$Footnote  _^     H3D `@q`^a[ H3D `@HH Double LineH qa`d[bc Double LinebcarcbaH qdaf[ee Single LineedUOHZqfdg[ TableFootnote8EGVR `@qgf[ EGVR `@EPwEPw TableFootnotedijrA jri A UUhA 5#6 O: koY oO: UUhB 7#8 dlm`@Hz mnl Hz UUhCin 9#: H'rnmpl H'rUU`D @9S0TokY @9S0TUU`F i$pnsl I$UTUThE/;/reports/wa00134/text/camred.tab05.doc< URUThG=2/9/98> q2Q9SjT rji w2Q9SjTUU`I GOs6f8sptl GOs6f8 UU JuTable 2. Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated UU@Jflow--Continued #)URUT K 3UPUTKBFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUTK9(95-percent confidence interval)exceedancepeak used GULUT@KreNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis QUJUT`Lpeaks used(cubic feet 0[UHUT`MFStation numberin analysis0.50.10.040.020.01per second) e`N E S+tsulTE S+/rorE S)Sas% vutvlwxas% vqQagas%ap d{~vuwlx~ap d Pap d{~ZgG wvxluxt>~BLSgGZZs%GRp!xwylv~as%GRpuwa_d c"yxzl{|ia_d cionona_dalal{~#zy{l|}tai Ral{~Z^/GN${z|ly|i>^/L^/GNZ^/GQ%|{}lz}n^/GQy{^/!E&}|~l~e^/!Ez|p d!1'~}l}p d!1vx^/!#v(~lte^/!#v}~F +)llF +0.F  ` (*l` (su` Ԟ` E SEG+lE SEGtd?~Hz @ aHz UUhO> ?#@ HFGA HFGaUU`P" $B aI$UTUThQ/A/reports/wa00134/text/camred.tab05.docB $URUThRiC2/9/98D GOs6K#5C %GOs6K#5/UU SqTable 2.--Flood discharges for selected recurrence intervals at gaging stations on streams with unregulated vUU@Stflow--Continued !)URUT T+cNumber ofFlood discharge, in cubic feet per second, for indicated recurrence intervals, in years 3UPUT@T` peaks used =UNUT`U 2Station numberin analysis2102550100 G`V FR+DFR+zFR<RE=}(+EE=}(+E=}(h}(:j W+fF:j W+fF:j <j dYBO: Z O: /rUUhWt/ E91F doc@6j[ @6j %UU`X G}6UO\ G}6UOre?eZ?eate v?e)edۓchge@6j۔Z e@6jZ0TUU Y3Table 5 . Maximum and minimum values of basin 25UU@Y.\t. fE !f Numbered1.\tNumbered. f ! TableFootnote. fT !  TableTitleT:Table : .  fP! TitleBody. fT !  TableTitleT:Table : . f ! CellHeading. f !CellBody. f ! CellFooting. f !Body. @ !a0.+>0. cols.tab6 . fP !z_FooterBody.  ft ! BodyBody. @ !Vff.䙙.,.t..footer. @ !Vff..CeFo䙙.,.. t..value. @!Vff@.䙙.,.t..value. @ ! tab2.title. @!6.c.X=.`.. T2.cols.1. @!Vff..䙙.,.t..value.. @ !He.~.r. T2.cols.1. @!6.zp.vR.&.38.fft..T2.cols2. @ ! T2.headnote. @ ! T2.headnote. @ !Vff@.䙙.,.t..pgnumber. @ ! @ Body. @ !l...@D... Body. @ ! .l.F. a.`#@... body.tab6a. f !l...T2eaD... Body. f !.l...D.er.Body. f !.Bol.. ..D.@.Body. @ ! .|0.Bo0. body.tab6. @ !l.F. a.`#@... .t a headnote.tab6. @ ! .|0.ea0. body.tab6o. @ ! .|0.0. body.tab6.. f ! footnote.tab5. f ! footnote.tab5.   zV! zV! dy !  _!! Emphasis! EquationVariables !  zVzV! !  zV!zV! Subscript zV! h! zV! _! zV"t5 _!f zV zV!ono zV! V!!!!!!f !Z !Zf !Za@ !=@!!Thin!Medium!Double!Thick@! Very Thin% !!!HH HHHFormat A !!!HHtHHHfFormat Byzy#Comment no 5678-9:V2 ;<6 =>H ?@M ABQ CD!_ EF!1)!d !BlackT!"WhitefddA#Reddd$Green!dd % Blued&!Cyand'!Magentand (MeYellow Times-Roman Times-BoldCourierHelvetica-Bold Times-ItalicCourierTimes Helvetica Regular Regular! BoldRegularHItalic_ZtMBԟ.jM.fn^8j䢐'@R[ DՀTER>Ç