AaR HH $ d HHHHff@YdFootnote TableFootnote**.\t.\t/ - :;,.!?/% b$ b*TOCHeading1Heading2   EquationVariables: 9 9 9 9 : : : : : : :) :+ :. :0 :2 :4 :@ :B : a: c: e: g: i: k: m: w: y>d U e ^ U  ~= V  H W  X K Y  Z  ʹ [ ' \ K ]  75*<$lastpagenum>ak<$monthname> <$daynum>, <$year>"<$monthnum>/<$daynum>/<$shortyear>;<$monthname> <$daynum>, <$year> <$hour>:<$minute00> <$ampm>"<$monthnum>/<$daynum>/<$shortyear><$monthname> <$daynum>, <$year>"<$monthnum>/<$daynum>/<$shortyear> <$fullfilename>  <$filename>% <$paratext[Title]>b <$paratext[Heading]>  <$curpagenum>! <$marker1>" <$marker2># (Continued)$+ (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>)Table Number & Page'Table<$paranumonly> on page<$pagenum>clZZkl33ydl55 H l66[ Al88*l77Anl=="mol91>Al;;$ye> l<<A"lNNyealOO>, AelPPnum<$lQQena> lVV$patelYXt[HAil]]! l__>Alooet tblss>)A {r:E __<9 bp: d: ee: f9c :fr9c9b9ca:gl:hi>:hjg:ka:lmg:,na:-ee:1f:5f:6gZ:7hi:8k:9lmy:C b:D!c:F"__:G#__:H$__:I%__8:J&__:K'__:L(__:M)__:N*__:O+__:P,__:Q-__:R.__;:S/__ :T0__:U1__:V2__:W3__:X4__:Y5__:Z6__:[7__P:\8__$:]9__:^:__a:_;__:`<__:a=__:b>__:c?__:d@__]:eA__ :fB__:gC__:hD__:iE__:jF__:kG__:lH__:mI__<:nJ__p:oK__:pL__e:qM__:uN__ :vO__r:wP__:xQ__:yR__a:S`l:T`a>:Uopg:Vqpa:Wrpg:Xsta:Yute:Zv:[`a:\waZ:]x:^`y:_xzy:`{z:axa:b|a:cx}:d~:exy8:f|a:gxa:h|:ixy:j|a:kx:lxy:mx:nv;:o`a :p`a:qop:rqp:srp:tst:ut:vxy:w|yP:xxy$:y|a:z`aa!2Yd9!b37d:r"1v:h_dq#k$/H3R `@q$%# H3R `@H RH RFootnote Hq3@ `@q%$&# _Hq3@ `@HzHz Single Linea>H'q&%(#r''Footnotee  9'&w     H3D `@q(&)# H3D `@HH Double LineH q)(,#*+: Double Line:9*+):v9+*)srH q,).#|-- Single Line9-,bHZq.,/#v TableFootnote_EGVR `@q/.# kEGVR `@EPwEPw TableFootnoted5p09` 2Q9SjT:s1o" 2Q9SjT9>`M `Nr $`O o2`P @`Q N`R O: 937! O: UUh in  89  d945Lin:Hz 9564 Hz UUh   #  H'r96584 H'rUU`  i@9S0T973! @9S0TUU` $986=4 I$UTUTh / /reports/wa00134/text/camred.tab04.doc  URUTh5p 2/11/98  @9S0T99Z0 T@9S0T1-UU` ` M -`"N r;`#O I`$P W`%Q e`&R s`' `( `) `* `+in `, `- `.L `/z `06 `1  `2 `3UU )`4 7`5 8E`6 S`7 a`8 Uo`9S }`: `;0 T`< `=UU `> `? `@ `A `B  `C01 t `Doc `E p%`F 3`G9 A`H SO`I1 ]`J k`K y`L d9:;<A 9;<: A UUh  #  2Q9SjT9<;: 2Q9SjTUU` GOs6f89=8>4 GOs6f8 UU  uTable 2. Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated UUU@Sflow--Continued :)URUT  3UPUT<BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT9(95-percent confidence interval)exceedancepeak used GULUT@CeNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis QUJUT`peaks used(cubic feet ][UHUT` FStation numberin analysis0.50.10.040.020.01per second) e` E S+9>=?4ILE S+ E S)Sas% v:?>@4ABUas% v Qagas%ap d{~:@?A4BHap d Pap d{~ZgG:A@B4?B>>~BLSgGZZs%GRp:BAC4@Has%GRp?Aa_d c:CBD4EFia_d cionona_dalal{~:DCE4FGtai Ral{~Z^/GN:EDF4CFi>^/L^/GNZ^/GQ:FEG4DGn^/GQCE^/!E:GFH4HIe^/!EDFp d!1: HGI4GIcp d!1@B^/!#v: IHJ4>JLe^/!#vGHF +: JIK4IKLlF +0.F  ` (: KJL4JL` (=?` Ԟ` E SEG: LK4E SEG>Kd:!MNT~Hz :"NOM aHz UUh>  #  HFG:#ONPM HFGaUU`: $:$POQM aI$UTUTh/ /reports/wa00134/text/camred.tab04.doc  :URUThi 2/11/98  GOs6K#5:%QPRM GOs6K#5/UU qTable 2.--Flood discharges for selected recurrence intervals at gaging stations on streams with unregulated vUU@>flow--Continued !)URUT +cNumber ofFlood discharge, in cubic feet per second, for indicated recurrence intervals, in years JL3UPUT@` peaks used =UNUT` 2Station numberin analysis2102550100 G` FR+:&RQSMFR+zFR<RE=}(+:'SRTMyE=}(+E=}(h}(:j W+f:(TSMP:j W+fF:j <j d:;UVY:$O: :<VWU O: /rUUh t/  #  @:=WVXU 9@YXG}:>XWYU G}Woo@*7^U:?YXU a@*7^UWteUU`! >V{K#I:~Z9[0[` NV{K#Ico`Sre r`T y s`UNumber ofStandard '`Vnu6stationsRegres-CoefficientsEquivalenterror of 2`W+=used insionExceedanceConstantyears ofprediction, =`X+;Regionanalysisequationprobabilityabcrecordpercent }(H`Y+f UZ[Ni:[Z\0Z\`UZ[Ni< UZ[zVtÊQ:\[]0[]`VtÊQVtÊQ*tÊQWY:=K:]\^0\^` WY:=K#UU`ZbTable 4. Regression equations for estimating flood discharges at ungaged sites in Washington `[  } \[Q, flood magnitude, in cubic feet per second; A, total drainage area, in square miles; P, mean annual precipitation, in inches; F, '\#Iforest cover, in percent of contributing drainage area; a, regression constant; b, c, and d, regression coefficients; --, regression coef2@\&ficient not determined; <, less than] U6:^]_0]_`eU6WU6)6WYO|r:_^`0^` iWYO|ram-eq`]a c"(^(&161 0.50.3500.9231.24132 ^Z.1.502.9211.26233 '^t.04.590.9211.26334 [2^.02.666.9211.26336 Y=@^:.01.745.9221.26437 H`_ S"(`-2202 .5.090.8771.51156 s^`oo.1.129.8681.57153 ni`.04.148.8641.59253 t`gn.02.161.8621.61253 @` a.01.174.8611.62354 `a,  i"(b#363 .5.817.8771.02157 t obin.1.845.8751.14155 ntbre.04.912.8741.17254 ib.02.808.8721.23254 d@b6.01.801.8711.26355 ]`c "(d6$460 .5.025.8801.70182 ^d.1.179.8561.37184 d].04.341.8501.26187 d0.02.505.8451.20290 @d..01.703.8421.15292 `e0 1"(f!519 .514.7.815--196 2$f.135.2.787--263 /f.0448.2.779--356 (`:f.0259.1.774--553 6 sE@foo.0171.2.769--652 3 nP`g ["(h1.#623 .52.24.719.833163 02fh3 .117.8.716.487269 1qh4 .0438.6.714.359272 |h63.0263.6.713.276374 o@hin.01100.713.201377 nt`ire "(j.1"717 .58.77.629--2128 j2.150.9.587--763 j.2.0491.6.574--1254 j6.02131.566--1553 .70@j.01179.558--1656 1.3`k d`l41 5`m U6:=,#:`_0U6:=,#Z_OЖ7`:ac0etbb_ f-ip t:ba-ip t-ip t\v t'Wequal[char[Q],times[char[a],indexes[1,0,char[A],char[b]],indexes[1,0,char[P],char[c]]]]53O38:cae09tdd_ g-ip t:dc5-ip t-ip tҜ t3 'Wequal[char[Q],times[char[a],indexes[1,0,char[A],char[b]],indexes[1,0,char[P],char[c]]]]OT38:ecg0tff_ .1-ip t:fe-ip t-ip tҜ t.6'Wequal[char[Q],times[char[a],indexes[1,0,char[A],char[b]],indexes[1,0,char[P],char[c]]]].6O/ipt:gei0.@hh_ 70-ip t:hg-ip t-ip t tl'Wequal[char[Q],times[char[a],indexes[1,0,char[A],char[b]],indexes[1,0,char[P],char[c]]]]Z_Oؖ%t:igk0e@jj_ f# t:ji# t# th t':equal[char[Q],times[char[a],indexes[1,0,char[A],char[b]]]]O38:kim08tll_ -ip t:lkp-ip t-ip tҜ tip'Wequal[char[Q],times[char[a],indexes[1,0,char[A],char[b]],indexes[1,0,char[P],char[c]]]]],iO\**:mk08tnn_ # t:nmp# t# tL tip':equal[char[Q],times[char[a],indexes[1,0,char[A],char[b]]]]6;XI:o1p"pv c6;XIUU`nmTable 4. Regression equations for estimating flood discharges at ungaged sites in Washington--Continued l`o], e`p1, h'`qexNumber ofStandard O2`r:6stationsRegres-CoefficientsEquivalenterror of =`s=used insionExceedanceConstantyears ofprediction, H`tme;Regionanalysisequationprobabilityabcrecordpercent :TUU`u8 6%PA\":poq"oqv6%PA\"p6%PA PA6%-y:qpr"prvr6%-y,inxe6% SZ9whC:rqs"quvO9whC:9wh|wh6 ,:srt"tu t6 ,wy `vt p"(w],%823 0.512.00.761--<1133 bwI.132.6.706--1111 6'w.0446.2.687--1114 2we .0257.3.676--1119 or=@wdi.0169.4.666--1126 asH`x l S"(y e$936 .50.803.6721.16280 q^y.115.4.597.662657 riygr.0441.1.570.508855 ety.0274.7.553.4201055 @yea.01126.538.3441256 `zna i5t:tsu"sut5t`u85t t5t {,:utv"rv"5t {,st5t;9:vu"p5t;9ou|%t:wy"@xxs vO# t:xw# t# th t':equal[char[Q],times[char[a],indexes[1,0,char[A],char[b]]]]|7݀:yw"2tzzs $-ip t:zy$-ip t$-ip tQ t-'Wequal[char[Q],times[char[a],indexes[1,0,char[A],char[b]],indexes[1,0,char[P],char[c]]]].-d:xLeftd!9Right.5d#q Referenceyd07d"yd450leftdMM27dUAbstractM7fM uBody. fN | Bulleted\t. fO hCellBody. fP  CellHeading. fQ b[1 cFootnote. fRT Heading1Body. fST  aHeading2Body. fTT   HeadingRunInBody. fU .  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