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'├~╗HЛґzт 1{ ! K " aHЛґzт q T╙╙╙╙UUhЕ}> и#йH┤F÷тGЪШ 1| " K ! # H┤F÷тGЪШrмa╙╙╙╙UU`Ф┐1]TФ$Й 1} # Q " $ aЪ╦IЙ$sUTUT╙╙hГ┌Ж/к/reports/wa00134/text/camred.tab02.docл 1_URUT╙╙hХ┌iм2/18/98н┘╩GOs6тK#5 1~ $ Q # % `GOs6тK#5t/╙╙╙╙UU И└ WqTable 2.--┤Flood discharges for selected recurrence intervals at gaging stations on streams with unregulated v╙╘╙╙UU@И┤ flow--Continued х!)URUT╙╙ Й┌+cNumber ofFlood discharge, in cubic feet per second, for indicated recurrence intervals, in years 3UPUT╙╙@Й┌` peaks used =UNUT╙╙`К┌к 2Station numberin analysis2102550┘┌100 GЪЬ`Л{F─Rбв+ 1 % S $ & F─Rбв+ЛґzF─Rб<÷RбE=╙}└(в+ 1─ & S % ' E=╙}└(в+ T╙╙E=╙}└(hи}└(ф:j┼W+f 1│ ' S & #ф:j┼W+f┤F÷ф:j┼<═j┼@оЧ9∙SМ0─уT 2Ю ( ┤ с T@оЧ9∙SМ0─уT *l╙╙╙╙UU`┬┴ ╙╘╙╙UU`┴┴ T6╙╗╙╙UU`┼┴ rN╙ї╙╙UU`▀┴t/ rf╙і╙╙UU`▄┴1_ R~╙╔╙╙UU`█┴ /√╙є╙╙UU`▌┴ ў╙ё╙╙UU`▐┴ % ф╙╒╙╙UU`░┴ 5ч╙║╙╙UU`▒┴ Ж╙═╙╙UU`▓┴UU И╙÷╙╙UU`⌠┴┤ o&╙·╙╙UU`■┴el e>╙²╙╙UU`∙┴va aV╙°╙╙UU`√┴on rn╙⌡╙╙UU`≈┴х! v├╙ ╙╙UU`≤┴ l·╙≥╙╙UU`≥┴UR TІ╙≤╙╙UU` ┴be fн╙≈╙╙UU`⌡┴in bФ╙√╙╙UU`°┴, Ч╙∙╙╙UU`²┴ce t╙■╙╙UU`·┴ P.╙⌠╙╙UU`÷┴p sF╙▓╙╙UU`═┴╙╙ К^╙▒╙╙UU`║┴er v╙░╙╙UU`╒┴0 d 2Щ ) I * У▐2∙Q9∙SРj╞─уT 2Ч * ┤ Е )2∙Q9∙SРj╞─уT ( ,l=╙╙╙╙╙UU`ё┴╙╙ ╙╙╘╙╙UU`є┴┼ f6╙╗╙╙UU`╔┴ N╙ї╙╙UU`і┴+f f╙і╙╙UU`ї┴<═ ┼~╙╔╙╙UU`╗┴ Ю√╙є╙╙UU`╘┴T Чў╙ё╙╙UU`╙┴ *ф╙╒╙╙UU`╚┴ ╙ч╙║╙╙UU`╛┴ ╘Ж╙═╙╙UU`ґ┴ T ╗╙÷╙╙UU`ў┴ r ї&╙·╙╙UU`╞┴ r і>╙²╙╙UU`╟┴ R ╔V╙°╙╙UU`╠┴ / єn╙⌡╙╙UU`╡┴ ё├╙ ╙╙UU`Ё┴ ╒·╙≥╙╙UU`Є┴ 5 ║І╙≤╙╙UU`╣┴ ═н╙≈╙╙UU`І┴ И ÷Ф╙√╙╙UU`Ї┴ o ·Ч╙∙╙╙UU`╦┴ e ²╙■╙╙UU`╧┴ a °.╙⌠╙╙UU`╨┴ r ⌡F╙▓╙╙UU`╩┴╨v ^╙▒╙╙UU`╪┴ l ≥v╙░╙╙UU`Ґ┴ T ≤d 3 + Ib ,░ ╙∙@оЧ9∙SМ0─уT 3 , ┤ В +P@оЧ9∙SМ0─уT * .l К╙╙╙╙UU`Ў┴er ╙╘╙╙UU`©┴0 6╙╗╙╙UU`ю┴ ЩN╙ї╙╙UU`а┴ f╙і╙╙UU`б┴ ~╙╔╙╙UU`ц┴ Ч√╙є╙╙UU`д┴ Qў╙ё╙╙UU`е┴ ,ф╙╒╙╙UU`ф┴=╙ ╙ч╙║╙╙UU`г┴ ╙ ╘Ж╙═╙╙UU`х┴ f ╗╙÷╙╙UU`и┴ ї&╙·╙╙UU`й┴ і>╙²╙╙UU`к┴ ┼ ╔V╙°╙╙UU`л┴ Ю єn╙⌡╙╙UU`м┴ Ч ё├╙ ╙╙UU`н┴ * ╒·╙≥╙╙UU`о┴ ╙ ║І╙≤╙╙UU`п┴ ╘ ═н╙≈╙╙UU`я┴ ╗ ÷Ф╙√╙╙UU`р┴ ї ·Ч╙∙╙╙UU`с┴ і ²╙■╙╙UU`т┴ ╔ °.╙⌠╙╙UU`у┴ є ⌡F╙▓╙╙UU`ж┴ ё ^╙▒╙╙UU`в┴ ╒ ≥v╙░╙╙UU`ь┴ ║ ≤d 39 - I÷ .▒ ·╙∙2∙Q9∙SРj╞─уT 3: . ┤ -°2∙Q9∙SРj╞─уT , 0l ╙╙╙╙UU`ы┴ l ≥╙╘╙╙UU`з┴ T ≤6╙╗╙╙UU`ш┴ N╙ї╙╙UU`э┴b f╙і╙╙UU`щ┴ ∙~╙╔╙╙UU`ч┴ √╙є╙╙UU`ъ┴P Чў╙ё╙╙UU`Ю┴ .ф╙╒╙╙UU`А┴ К ╙ч╙║╙╙UU`Б┴ ╘Ж╙═╙╙UU`Ц┴ ╗╙÷╙╙UU`Д┴ Щ ї&╙·╙╙UU`Е┴ і>╙²╙╙UU`Ф┴ ╔V╙°╙╙UU`Г┴ Ч єn╙⌡╙╙UU`Х┴ Q ё├╙ ╙╙UU`И┴ , ╒·╙≥╙╙UU`Й┴ ╙ ║І╙≤╙╙UU`К┴ ╘ ═н╙≈╙╙UU`Л┴ ╗ ÷Ф╙√╙╙UU`М┴ ї ·Ч╙∙╙╙UU`Н┴ і ²╙■╙╙UU`О┴ ╔ °.╙⌠╙╙UU`П┴ є ⌡F╙▓╙╙UU`Я┴ ё ^╙▒╙╙UU`Р┴ ╒ ≥v╙░╙╙UU`С┴ ║ ≤d 3W / I÷ 0+▓ ·╙∙@оЧ9∙SМ0─уT 3X 0 ┤ /°@оЧ9∙SМ0─уT . 2l ╙╙╙╙UU`Т┴ ╒ ≥╙╘╙╙UU`У┴ ║ ≤6╙╗╙╙UU`Ж┴ 9N╙ї╙╙UU`В┴÷ f╙і╙╙UU`Ь┴ · ∙~╙╔╙╙UU`Ы┴ :√╙є╙╙UU`З┴° Qў╙ё╙╙UU`Ш┴ 0ф╙╒╙╙UU`Э┴ ╙ч╙║╙╙UU`Щ┴ ≥ ╘Ж╙═╙╙UU`Ч┴ ≤ ╗╙÷╙╙UU`Ъ┴ ї&╙·╙╙UU`┴ і>╙²╙╙UU`┴ ∙ ╔V╙°╙╙UU`┴ єn╙⌡╙╙UU`┴ Ч ё├╙ ╙╙UU`┴ . ╒·╙≥╙╙UU`┴ ╙ ║І╙≤╙╙UU`┴ ╘ ═н╙≈╙╙UU`┴ ╗ ÷Ф╙√╙╙UU`┴ ї ·Ч╙∙╙╙UU` ┴ і ²╙■╙╙UU` ┴ ╔ °.╙⌠╙╙UU`┴ є ⌡F╙▓╙╙UU`┴ ё ^╙▒╙╙UU` ┴ ╒ ≥v╙░╙╙UU`┴ ║ ≤d 3u 1 I÷ 2=⌠ ·╙∙2∙Q9∙SРj╞─уT 3v 2 ┤- 1°2∙Q9∙SРj╞─уT 0 4l ╙╙╙╙UU`┴ ╒ ≥╙╘╙╙UU`┴ ║ ≤6╙╗╙╙UU`┴ WN╙ї╙╙UU`┴÷ f╙і╙╙UU`┴ · ∙~╙╔╙╙UU`┴ X√╙є╙╙UU`┴° Чў╙ё╙╙UU`┴ 2ф╙╒╙╙UU`┴ ╙ч╙║╙╙UU`┴ ≥ ╘Ж╙═╙╙UU`┴ ≤ ╗╙÷╙╙UU`┴ 9 ї&╙·╙╙UU`┴ і>╙²╙╙UU`┴ ∙ ╔V╙°╙╙UU`┴ : єn╙⌡╙╙UU`┴ Q ё├╙ ╙╙UU`┴ 0 ╒·╙≥╙╙UU` ┴1c ║І╙≤╙╙UU`!┴ ╘ ═н╙≈╙╙UU`"┴ ╗ ÷Ф╙√╙╙UU`#┴ ї ·Ч╙∙╙╙UU`$┴ і ²╙■╙╙UU`%┴ ╔ °.╙⌠╙╙UU`&┴ є ⌡F╙▓╙╙UU`'┴ ё ^╙▒╙╙UU`(┴ ╒ ≥v╙░╙╙UU`)┴ ║ ≤d 3⌠ 3 I÷ 4O■ ·╙∙@оЧ9∙SМ0─уT 3■ 4 ┤? 3°@оЧ9∙SМ0─уT 2 6l ╙╙╙╙UU`*┴ ╒ ≥╙╘╙╙UU`+┴ ║ ≤6╙╗╙╙UU`,┴ uN╙ї╙╙UU`-┴÷ f╙і╙╙UU`.┴ · ∙~╙╔╙╙UU`/┴ v√╙є╙╙UU`0┴° Qў╙ё╙╙UU`1┴ 4ф╙╒╙╙UU`2┴ ╙ч╙║╙╙UU`3┴ ≥ ╘Ж╙═╙╙UU`4┴ ≤ ╗╙÷╙╙UU`5┴ W ї&╙·╙╙UU`6┴ і>╙²╙╙UU`7┴ ∙ ╔V╙°╙╙UU`8┴ X єn╙⌡╙╙UU`9┴ Ч ё├╙ ╙╙UU`:┴ 2 ╒·╙≥╙╙UU`;┴ ╙ ║І╙≤╙╙UU`<┴ ╘ ═н╙≈╙╙UU`=┴ ╗ ÷Ф╙√╙╙UU`>┴ ї ·Ч╙∙╙╙UU`?┴ і ²╙■╙╙UU`@┴ ╔ °.╙⌠╙╙UU`A┴ є ⌡F╙▓╙╙UU`B┴ ё ^╙▒╙╙UU`C┴ ╒ ≥v╙░╙╙UU`D┴ ║ ≤d 3╠ 5 I÷ 6a∙ ·╙∙2∙Q9∙SРj╞─уT 3╡ 6 ┤Q 5°2∙Q9∙SРj╞─уT 4 8l ╙╙╙╙UU`E┴ ╒ ≥╙╘╙╙UU`F┴ ║ ≤6╙╗╙╙UU`G┴ ⌠N╙ї╙╙UU`H┴÷ f╙і╙╙UU`I┴ · ∙~╙╔╙╙UU`J┴ ■√╙є╙╙UU`K┴° Чў╙ё╙╙UU`L┴ 6ф╙╒╙╙UU`M┴ ╙ч╙║╙╙UU`N┴ ≥ ╘Ж╙═╙╙UU`O┴ ≤ ╗╙÷╙╙UU`P┴ u ї&╙·╙╙UU`Q┴ і>╙²╙╙UU`R┴ ∙ ╔V╙°╙╙UU`S┴ v єn╙⌡╙╙UU`T┴ Q ё├╙ ╙╙UU`U┴ 4 ╒·╙≥╙╙UU`V┴ ╙ ║І╙≤╙╙UU`W┴ ╘ ═н╙≈╙╙UU`X┴ ╗ ÷Ф╙√╙╙UU`Y┴ ї ·Ч╙∙╙╙UU`Z┴ і ²╙■╙╙UU`[┴ ╔ °.╙⌠╙╙UU`\┴ є ⌡F╙▓╙╙UU`]┴ ё ^╙▒╙╙UU`^┴ ╒ ≥v╙░╙╙UU`_┴ ║ ≤d 3о 7 I÷ 8s√ ·╙∙@оЧ9∙SМ0─уT 3п 8 ┤c 7°@оЧ9∙SМ0─уT 6 :l ╙╙╙╙UU``┴ ╒ ≥╙╘╙╙UU`a┴ ║ ≤6╙╗╙╙UU`b┴ ╠N╙ї╙╙UU`c┴÷ f╙і╙╙UU`d┴ · ∙~╙╔╙╙UU`e┴ ╡√╙є╙╙UU`f┴° Qў╙ё╙╙UU`g┴ 8ф╙╒╙╙UU`h┴ ╙ч╙║╙╙UU`i┴ ≥ ╘Ж╙═╙╙UU`j┴ ≤ ╗╙÷╙╙UU`k┴ ⌠ ї&╙·╙╙UU`l┴ і>╙²╙╙UU`m┴ ∙ ╔V╙°╙╙UU`n┴ ■ єn╙⌡╙╙UU`o┴ Ч ё├╙ ╙╙UU`p┴ 6 ╒·╙≥╙╙UU`q┴ ╙ ║І╙≤╙╙UU`r┴ ╘ ═н╙≈╙╙UU`s┴ ╗ ÷Ф╙√╙╙UU`t┴ ї ·Ч╙∙╙╙UU`u┴ і ²╙■╙╙UU`v┴ ╔ °.╙⌠╙╙UU`w┴ є ⌡F╙▓╙╙UU`x┴ ё ^╙▒╙╙UU`y┴ ╒ ≥v╙░╙╙UU`z┴ ║ ≤d 3М 9 I÷ :┘≈ ·╙∙2∙Q9∙SРj╞─уT 3Н : ┤u 9°2∙Q9∙SРj╞─уT 8 <l ╙╙╙╙UU`{┴ ╒ ≥╙╘╙╙UU`|┴ ║ ≤6╙╗╙╙UU`}┴ оN╙ї╙╙UU`~┴÷ f╙і╙╙UU`┴ · ∙~╙╔╙╙UU`─┴ п√╙є╙╙UU`│┴° Чў╙ё╙╙UU`┌┴ :ф╙╒╙╙UU`┐┴ ╙ч╙║╙╙UU`└┴╙≥ ╘Ж╙═╙╙UU`┘┴ ≤ ╗╙÷╙╙UU`├┴ ╠ ї&╙·╙╙UU`┤┴ і>╙²╙╙UU`┬┴ ∙ ╔V╙°╙╙UU`┴┴ ╡ єn╙⌡╙╙UU`┼┴ Q ё├╙ ╙╙UU`▀┴ 8 ╒·╙≥╙╙UU`▄┴ ╙ ║І╙≤╙╙UU`█┴ ╘ ═н╙≈╙╙UU`▌┴ ╗ ÷Ф╙√╙╙UU`▐┴ ї ·Ч╙∙╙╙UU`░┴ і ²╙■╙╙UU`▒┴ ╔ °.╙⌠╙╙UU`▓┴ є ⌡F╙▓╙╙UU`⌠┴ ё ^╙▒╙╙UU`■┴ ╒ ≥v╙░╙╙UU`∙┴ ║ ≤d 4 ; I÷ <≈≤ ·╙∙@оЧ9∙SМ0─уT 4 < ┤┤ ;°@оЧ9∙SМ0─уT : >l ╙╙╙╙UU`√┴ ╒ ≥╙╘╙╙UU`≈┴ ║ ≤6╙╗╙╙UU`≤┴ МN╙ї╙╙UU`≥┴÷ f╙і╙╙UU` ┴ · ∙~╙╔╙╙UU`⌡┴ Н√╙є╙╙UU`°┴° Qў╙ё╙╙UU`²┴ <ф╙╒╙╙UU`·┴ ╙ч╙║╙╙UU`÷┴ ≥ ╘Ж╙═╙╙UU`═┴ ≤ ╗╙÷╙╙UU`║┴ о ї&╙·╙╙UU`╒┴ і>╙²╙╙UU`ё┴ ∙ ╔V╙°╙╙UU`є┴ п єn╙⌡╙╙UU`╔┴ Ч ё├╙ ╙╙UU`і┴ : ╒·╙≥╙╙UU`ї┴ ╙ ║І╙≤╙╙UU`╗┴╙╙ ═н╙≈╙╙UU`╘┴ ╗ ÷Ф╙√╙╙UU`╙┴ ї ·Ч╙∙╙╙UU`╚┴ і ²╙■╙╙UU`╛┴ ╔ °.╙⌠╙╙UU`ґ┴ є ⌡F╙▓╙╙UU`ў┴ ё ^╙▒╙╙UU`╞┴ ╒ ≥v╙░╙╙UU`╟┴ ║ ≤d 4) = I÷ >╘≥ ·╙∙2∙Q9∙SРj╞─уT 4* > ┤≥ =°2∙Q9∙SРj╞─уT < @l ╙╙╙╙UU`╠┴ ╒ ≥╙╘╙╙UU`╡┴ ║ ≤6╙╗╙╙UU`Ё┴ N╙ї╙╙UU`Є┴÷ f╙і╙╙UU`╣┴ · ∙~╙╔╙╙UU`І┴ √╙є╙╙UU`Ї┴° Чў╙ё╙╙UU`╦┴ >ф╙╒╙╙UU`╧┴ ╙ч╙║╙╙UU`╨┴ ≥ ╘Ж╙═╙╙UU`╩┴ ≤ ╗╙÷╙╙UU`╪┴ М ї&╙·╙╙UU`Ґ┴ і>╙²╙╙UU`Ў┴ ∙ ╔V╙°╙╙UU`©┴ Н єn╙⌡╙╙UU`ю┴ Q ё├╙ ╙╙UU`а┴ < ╒·╙≥╙╙UU`б┴ ╙ ║І╙≤╙╙UU`ц┴ ╘ ═н╙≈╙╙UU`д┴ ╗ ÷Ф╙√╙╙UU`е┴ ї ·Ч╙∙╙╙UU`ф┴ і ²╙■╙╙UU`г┴ ╔ °.╙⌠╙╙UU`х┴ є ⌡F╙▓╙╙UU`и┴ ё ^╙▒╙╙UU`й┴ ╒ ≥v╙░╙╙UU`к┴ ║ ≤d 4G ? I @╩ ·╙∙@оЧ9∙SМ0─уT 4H @ ┤╚ ?°@оЧ9∙SМ0─уT > Bl ╙╙╙╙UU`л┴ ╒ ≥╙╘╙╙UU`м┴ ║ ≤6╙╗╙╙UU`н┴ )N╙ї╙╙UU`о┴÷ f╙і╙╙UU`п┴ · ∙~╙╔╙╙UU`я┴ *√╙є╙╙UU`р┴° Qў╙ё╙╙UU`с┴ @ф╙╒╙╙UU`т┴ ╙ч╙║╙╙UU`у┴ ≥ ╘Ж╙═╙╙UU`ж┴ ≤ ╗╙÷╙╙UU`в┴ ї&╙·╙╙UU`ь┴ і>╙²╙╙UU`ы┴ ∙ ╔V╙°╙╙UU`з┴ єn╙⌡╙╙UU`ш┴ Ч ё├╙ ╙╙UU`э┴ > ╒·╙≥╙╙UU`щ┴ ╙ ║І╙≤╙╙UU`ч┴ ╘ ═н╙≈╙╙UU`ъ┴ ╗ ÷Ф╙√╙╙UU`Ю┴ ї ·Ч╙∙╙╙UU`А┴ і ²╙■╙╙UU`Б┴ ╔ °.╙⌠╙╙UU`Ц┴ є ⌡F╙▓╙╙UU`Д┴ ё ^╙▒╙╙UU`Е┴ ╒ ≥v╙░╙╙UU`Ф┴ ║ ≤d 4e A I÷ Bм⌡ ·╙∙2∙Q9∙SРj╞─уT 4f B ┤Ґ A°2∙Q9∙SРj╞─уT @ Dl ╙╙╙╙UU`Г┴ ╒ ≥╙╘╙╙UU`Х┴ ║ ≤6╙╗╙╙UU`И┴ GN╙ї╙╙UU`Й┴ f╙і╙╙UU`К┴ · ∙~╙╔╙╙UU`Л┴ H√╙є╙╙UU`М┴° Чў╙ё╙╙UU`Н┴ Bф╙╒╙╙UU`О┴ ╙ч╙║╙╙UU`П┴ ≥ ╘Ж╙═╙╙UU`Я┴ ≤ ╗╙÷╙╙UU`Р┴ ) ї&╙·╙╙UU`С┴ і>╙²╙╙UU`Т┴ ∙ ╔V╙°╙╙UU`У┴ * єn╙⌡╙╙UU`Ж┴ Q ё├╙ ╙╙UU`В┴ @ ╒·╙≥╙╙UU`Ь┴ ╙ ║І╙≤╙╙UU`Ы┴ ╘ ═н╙≈╙╙UU`З┴ ╗ ÷Ф╙√╙╙UU`Ш┴ ї ·Ч╙∙╙╙UU`Э┴ і ²╙■╙╙UU`Щ┴ ╔ °.╙⌠╙╙UU`Ч┴ є ⌡F╙▓╙╙UU`Ъ┴ ё ^╙▒╙╙UU`┴ ╒ ≥v╙░╙╙UU`┴ ║ ≤d 4┐ C I÷ Dъ° ·╙∙@оЧ9∙SМ0─уT 4└ D ┤о C°@оЧ9∙SМ0─уT B Fl ╙╙╙╙UU`┴ ╒ ≥╙╘╙╙UU`┴ ║ ≤6╙╗╙╙UU`┴ eN╙ї╙╙UU`┴÷ f╙і╙╙UU`┴ · ∙~╙╔╙╙UU`┴ f√╙є╙╙UU`┴° Qў╙ё╙╙UU` ┴ Dф╙╒╙╙UU` ┴ ╙ч╙║╙╙UU`┴ ≥ ╘Ж╙═╙╙UU`┴ ≤ ╗╙÷╙╙UU` ┴4G ї&╙·╙╙UU`┴ і>╙²╙╙UU`┴ ∙ ╔V╙°╙╙UU`┴ H єn╙⌡╙╙UU`┴ Ч ё├╙ ╙╙UU`┴ B ╒·╙≥╙╙UU`┴ ╙ ║І╙≤╙╙UU`┴ ╘ ═н╙≈╙╙UU`┴ ╗ ÷Ф╙√╙╙UU`┴ ї ·Ч╙∙╙╙UU`┴ і ²╙■╙╙UU`┴ ╔ °.╙⌠╙╙UU`┴ є ⌡F╙▓╙╙UU`┴ ё ^╙▒╙╙UU`┴ ╒ ≥v╙░╙╙UU`┴ ║ ≤d 4║ E I÷ FЯ² ·╙∙2∙Q9∙SРj╞─уT 4╒ F ┤А E°2∙Q9∙SРj╞─уT D Hl ╙╙╙╙UU`┴ ╒ ≥╙╘╙╙UU`┴ ║ ≤6╙╗╙╙UU`┴ ┐N╙ї╙╙UU` ┴÷ f╙і╙╙UU`!┴ · ∙~╙╔╙╙UU`"┴ └√╙є╙╙UU`#┴° Чў╙ё╙╙UU`$┴ Fф╙╒╙╙UU`%┴ ╙ч╙║╙╙UU`&┴ ≥ ╘Ж╙═╙╙UU`'┴ ≤ ╗╙÷╙╙UU`(┴ e ї&╙·╙╙UU`)┴ і>╙²╙╙UU`*┴ ∙ ╔V╙°╙╙UU`+┴ f єn╙⌡╙╙UU`,┴ Q ё├╙ ╙╙UU`-┴ D ╒·╙≥╙╙UU`.┴ ╙ ║І╙≤╙╙UU`/┴ ╘ ═н╙≈╙╙UU`0┴ ╗ ÷Ф╙√╙╙UU`1┴ I ·Ч╙∙╙╙UU`2┴ і ²╙■╙╙UU`3┴ ╔ °.╙⌠╙╙UU`4┴ є ⌡F╙▓╙╙UU`5┴ ё ^╙▒╙╙UU`6┴ ╒ ≥v╙░╙╙UU`7┴ ║ ≤d 4© G I÷ H· ·╙∙@оЧ9∙SМ0─уT 4ю H ┤С G°@оЧ9∙SМ0─уT F Jl ╙╙╙╙UU`8┴ ╒ ≥╙╘╙╙UU`9┴ ║ ≤6╙╗╙╙UU`:┴ ║N╙ї╙╙UU`;┴÷ f╙і╙╙UU`<┴ · ∙~╙╔╙╙UU`=┴ ╒√╙є╙╙UU`>┴° Qў╙ё╙╙UU`?┴ Hф╙╒╙╙UU`@┴ ╙ч╙║╙╙UU`A┴ ≥ ╘Ж╙═╙╙UU`B┴ ≤ ╗╙÷╙╙UU`C┴ ┐ ї&╙·╙╙UU`D┴ і>╙²╙╙UU`E┴ ∙ ╔V╙°╙╙UU`F┴ └ єn╙⌡╙╙UU`G┴ Ч ё├╙ ╙╙UU`H┴ F ╒·╙≥╙╙UU`I┴ ╙ ║І╙≤╙╙UU`J┴ ╘ ═н╙≈╙╙UU`K┴ ╗ ÷Ф╙√╙╙UU`L┴ ї ·Ч╙∙╙╙UU`M┴ і ²╙■╙╙UU`N┴ ╔ °.╙⌠╙╙UU`O┴ є ⌡F╙▓╙╙UU`P┴ ё ^╙▒╙╙UU`Q┴ ╒ ≥v╙░╙╙UU`R┴ ║ ≤d 4щ I I÷ J÷ ·╙∙2∙Q9∙SРj╞─уT 4ч J ┤ I°2∙Q9∙SРj╞─уT H Ll ╙╙╙╙UU`S┴ ╒ ≥╙╘╙╙UU`T┴ ║ ≤6╙╗╙╙UU`U┴ ©N╙ї╙╙UU`V┴÷ f╙і╙╙UU`W┴ · ∙~╙╔╙╙UU`X┴ ю√╙є╙╙UU`Y┴° Чў╙ё╙╙UU`Z┴ Jф╙╒╙╙UU`[┴ ╙ч╙║╙╙UU`\┴ ≥ ╘Ж╙═╙╙UU`]┴ ≤ ╗╙÷╙╙UU`^┴ ║ ї&╙·╙╙UU`_┴ і>╙²╙╙UU``┴ ∙ ╔V╙°╙╙UU`a┴ ╒ єn╙⌡╙╙UU`b┴ Q ё├╙ ╙╙UU`c┴ H ╒·╙≥╙╙UU`d┴ ╙ ║І╙≤╙╙UU`e┴ ╘ ═н╙≈╙╙UU`f┴ ╗ ÷Ф╙√╙╙UU`g┴ ї ·Ч╙∙╙╙UU`h┴ і ²╙■╙╙UU`i┴ ╔ °.╙⌠╙╙UU`j┴ є ⌡F╙▓╙╙UU`k┴ ё ^╙▒╙╙UU`l┴ ╒ ≥v╙░╙╙UU`m┴ ║ ≤d 4Ш K I÷ L'═ ·╙∙@оЧ9∙SМ0─уT 4Э L ┤ K°@оЧ9∙SМ0─уT J Nl ╙╙╙╙UU`n┴ ╒ ≥╙╘╙╙UU`o┴ ║ ≤6╙╗╙╙UU`p┴ щN╙ї╙╙UU`q┴÷ f╙і╙╙UU`r┴ · ∙~╙╔╙╙UU`s┴ ч√╙є╙╙UU`t┴° Qў╙ё╙╙UU`u┴ Lф╙╒╙╙UU`v┴ ╙ч╙║╙╙UU`w┴ ≥ ╘Ж╙═╙╙UU`x┴ ≤ ╗╙÷╙╙UU`y┴ © ї&╙·╙╙UU`z┴ і>╙²╙╙UU`{┴ ∙ ╔V╙°╙╙UU`|┴ ю єn╙⌡╙╙UU`}┴ Ч ё├╙ ╙╙UU`~┴ J ╒·╙≥╙╙UU`┴ ╙ ║І╙≤╙╙UU`─┴ ╘ ═н╙≈╙╙UU`│┴ ╗ ÷Ф╙√╙╙UU`┌┴ ї ·Ч╙∙╙╙UU`┐┴ і ²╙■╙╙UU`└┴ ╔ °.╙⌠╙╙UU`┘┴ є ⌡F╙▓╙╙UU`├┴ ё ^╙▒╙╙UU`┤┴ ╒ ≥v╙░╙╙UU`┬┴ ║ ≤d 5 M I÷ N9║ ·╙∙2∙Q9∙SРj╞─уT 5 N ┤) M°2∙Q9∙SРj╞─уT L Pl ╙╙╙╙UU`┴┴ ╒ ≥╙╘╙╙UU`┼┴ ║ ≤6╙╗╙╙UU`▀┴ ШN╙ї╙╙UU`▄┴÷ f╙і╙╙UU`█┴ · ∙~╙╔╙╙UU`▌┴ Э√╙є╙╙UU`▐┴° Чў╙ё╙╙UU`░┴ Nф╙╒╙╙UU`▒┴ ╙ч╙║╙╙UU`▓┴ ≥ ╘Ж╙═╙╙UU`⌠┴ ≤ ╗╙÷╙╙UU`■┴ щ ї&╙·╙╙UU`∙┴╙√ і>╙²╙╙UU`√┴ ∙ ╔V╙°╙╙UU`≈┴ ч єn╙⌡╙╙UU`≤┴ Q ё├╙ ╙╙UU`≥┴ L ╒·╙≥╙╙UU` ┴ ╙ ║І╙≤╙╙UU`⌡┴ ╘ ═н╙≈╙╙UU`°┴ ╗ ÷Ф╙√╙╙UU`²┴ ї ·Ч╙∙╙╙UU`·┴ і ²╙■╙╙UU`÷┴ ╔ °.╙⌠╙╙UU`═┴ є ⌡F╙▓╙╙UU`║┴ ё ^╙▒╙╙UU`╒┴ ╒ ≥v╙░╙╙UU`ё┴ ║ ≤d 57 O I÷ PK╒ ·╙∙@оЧ9∙SМ0─уT 58 P ┤; O°@оЧ9∙SМ0─уT N Rl ╙╙╙╙UU`є┴ ╒ ≥╙╘╙╙UU`╔┴ ║ ≤6╙╗╙╙UU`і┴ N╙ї╙╙UU`ї┴÷ f╙і╙╙UU`╗┴ · ∙~╙╔╙╙UU`╘┴ √╙є╙╙UU`╙┴° Qў╙ё╙╙UU`╚┴ Pф╙╒╙╙UU`╛┴ ╙ч╙║╙╙UU`ґ┴ ≥ ╘Ж╙═╙╙UU`ў┴ ≤ ╗╙÷╙╙UU`╞┴ Ш ї&╙·╙╙UU`╟┴ і>╙²╙╙UU`╠┴ ∙ ╔V╙°╙╙UU`╡┴ Э єn╙⌡╙╙UU`Ё┴ Ч ё├╙ ╙╙UU`Є┴ N ╒·╙≥╙╙UU`╣┴ ╙ ║І╙≤╙╙UU`І┴ ╘ ═н╙≈╙╙UU`Ї┴ ╗ ÷Ф╙√╙╙UU`╦┴ ї ·Ч╙∙╙╙UU`╧┴╙╙ ²╙■╙╙UU`╨┴ ╔ °.╙⌠╙╙UU`╩┴ є ⌡F╙▓╙╙UU`╪┴ ё ^╙▒╙╙UU`Ґ┴ ╒ ≥v╙░╙╙UU`Ў┴ ║ ≤d 5U Q I÷ R]ё ·╙∙2∙Q9∙SРj╞─уT 5V R ┤M Q°2∙Q9∙SРj╞─уT P Tl ╙╙╙╙UU`©┴ ╒ ≥╙╘╙╙UU`ю┴ ║ ≤6╙╗╙╙UU`а┴ 7N╙ї╙╙UU`б┴÷ f╙і╙╙UU`ц┴ · ∙~╙╔╙╙UU`д┴ 8√╙є╙╙UU`е┴° Чў╙ё╙╙UU`ф┴ Rф╙╒╙╙UU`г┴ ╙ч╙║╙╙UU`х┴ ≥ ╘Ж╙═╙╙UU`и┴ ≤ ╗╙÷╙╙UU`й┴ ї&╙·╙╙UU`к┴ і>╙²╙╙UU`л┴ ∙ ╔V╙°╙╙UU`м┴ єn╙⌡╙╙UU`н┴ Q ё├╙ ╙╙UU`о┴ P ╒·╙≥╙╙UU`п┴ ╙ ║І╙≤╙╙UU`я┴ ╘ ═н╙≈╙╙UU`р┴ ╗ ÷Ф╙√╙╙UU`с┴ ї ·Ч╙∙╙╙UU`т┴ і ²╙■╙╙UU`у┴ ╔ °.╙⌠╙╙UU`ж┴ є ⌡F╙▓╙╙UU`в┴ ё ^╙▒╙╙UU`ь┴ ╒ ≥v╙░╙╙UU`ы┴ ║ ≤d 5s S I÷ Toє ·╙∙@оЧ9∙SМ0─уT 5t T ┤_ S@оЧ9∙SМ0─уT R Vl ╙╙╙╙UU`з┴ ╒ ≥╙╘╙╙UU`ш┴ ║ ≤6╙╗╙╙UU`э┴ UN╙ї╙╙UU`щ┴÷ f╙і╙╙UU`ч┴ · ∙~╙╔╙╙UU`ъ┴ V√╙є╙╙UU`Ю┴° Qў╙ё╙╙UU`А┴ Tф╙╒╙╙UU`Б┴ ╙ч╙║╙╙UU`Ц┴ ≥ ╘Ж╙═╙╙UU`Д┴ ≤ ╗╙÷╙╙UU`Е┴ 7 ї&╙·╙╙UU`Ф┴ і>╙²╙╙UU`Г┴ ∙ ╔V╙°╙╙UU`Х┴ 8 єn╙⌡╙╙UU`И┴ Ч ё├╙ ╙╙UU`Й┴ R ╒·╙≥╙╙UU`К┴ ╙ ║І╙≤╙╙UU`Л┴ ╘ ═н╙≈╙╙UU`М┴ ╗ ÷Ф╙√╙╙UU`Н┴ ї ·Ч╙∙╙╙UU`О┴ і ²╙■╙╙UU`П┴ ╔ °.╙⌠╙╙UU`Я┴ є ⌡F╙▓╙╙UU`Р┴ ё ^╙▒╙╙UU`С┴ ╒ ≥v╙░╙╙UU`Т┴ ║ ≤d 5▒ U I÷ V│╔ ·╙∙2∙Q9∙SРj╞─уT 5▓ V ┤q U°2∙Q9∙SРj╞─уT T Xl ╙╙╙╙UU`У┴ ╒ ≥╙╘╙╙UU`Ж┴ ║ ≤6╙╗╙╙UU`В┴ sN╙ї╙╙UU`Ь┴÷ f╙і╙╙UU`Ы┴ · ∙~╙╔╙╙UU`З┴ t√╙є╙╙UU`Ш┴ Чў╙ё╙╙UU`Э┴ Vф╙╒╙╙UU`Щ┴ ╙ч╙║╙╙UU`Ч┴ ≥ ╘Ж╙═╙╙UU`Ъ┴ ≤ ╗╙÷╙╙UU`┴ U ї&╙·╙╙UU`┴ і>╙²╙╙UU`┴ ∙ ╔V╙°╙╙UU`┴ V єn╙⌡╙╙UU`┴ Q ё├╙ ╙╙UU`┴ T ╒·╙≥╙╙UU`┴ ╙ ║І╙≤╙╙UU`┴ ╘ ═н╙≈╙╙UU`┴ ╗ ÷Ф╙√╙╙UU` ┴ ї ·Ч╙∙╙╙UU` ┴ і ²╙■╙╙UU`┴ ╔ °.╙⌠╙╙UU`┴ є ⌡F╙▓╙╙UU` ┴ ё ^╙▒╙╙UU`┴ ╒ ≥v╙░╙╙UU`┴ ║ ≤d 5╞ W I÷ X⌠і ·╙∙@оЧ9∙SМ0─уT 5╟ X ┤┐ W°@оЧ9∙SМ0─уT V Zl ╙╙╙╙UU`┴ ╒ ≥╙╘╙╙UU`┴ ║ ≤6╙╗╙╙UU`┴ ▒N╙ї╙╙UU`┴÷ f╙і╙╙UU`┴ · ∙~╙╔╙╙UU`┴ ▓√╙є╙╙UU`┴° Qў╙ё╙╙UU`┴ Xф╙╒╙╙UU`┴ ╙ч╙║╙╙UU`┴ ≥ ╘Ж╙═╙╙UU`┴ ≤ ╗╙÷╙╙UU`┴ s ї&╙·╙╙UU`┴ і>╙²╙╙UU`┴ ∙ ╔V╙°╙╙UU`┴5t єn╙⌡╙╙UU`┴ Ч ё├╙ ╙╙UU` ┴ V ╒·╙≥╙╙UU`!┴ ╙ ║І╙≤╙╙UU`"┴ ╘ ═н╙≈╙╙UU`#┴ ╗ ÷Ф╙√╙╙UU`$┴ ї ·Ч╙∙╙╙UU`%┴ і ²╙■╙╙UU`&┴ ╔ °.╙⌠╙╙UU`'┴ є ⌡F╙▓╙╙UU`(┴ ё ^╙▒╙╙UU`)┴ ╒ ≥v╙░╙╙UU`*┴ ║ ≤d 5м Y I÷ Z╔ї ·╙∙2∙Q9∙SРj╞─уT 5н Z ┤∙ Y°2∙Q9∙SРj╞─уT X \l ╙╙╙╙UU`+┴ ╒ ≥╙╘╙╙UU`,┴ ║ ≤6╙╗╙╙UU`-┴ ╞N╙ї╙╙UU`.┴÷ f╙і╙╙UU`/┴ · ∙~╙╔╙╙UU`0┴ ╟√╙є╙╙UU`1┴° Чў╙ё╙╙UU`2┴ Zф╙╒╙╙UU`3┴ ╙ч╙║╙╙UU`4┴ ≥ ╘Ж╙═╙╙UU`5┴ ≤ ╗╙÷╙╙UU`6┴ ▒ ї&╙·╙╙UU`7┴ і>╙²╙╙UU`8┴ ∙ ╔V╙°╙╙UU`9┴ ▓ єn╙⌡╙╙UU`:┴ Q ё├╙ ╙╙UU`;┴ X ╒·╙≥╙╙UU`<┴ ╙ ║І╙≤╙╙UU`=┴ ╘ ═н╙≈╙╙UU`>┴ ╗ ÷Ф╙√╙╙UU`?┴ ї ·Ч╙∙╙╙UU`@┴ і ²╙■╙╙UU`A┴ ╔ °.╙⌠╙╙UU`B┴ ┤ ⌡F╙▓╙╙UU`C┴ ё ^╙▒╙╙UU`D┴ ╒ ≥v╙░╙╙UU`E┴ ║ ≤d 5К [ I÷ \Ї╗ ·╙∙@оЧ9∙SМ0─уT 5Л \ ┤ї [°@оЧ9∙SМ0─уT Z ^l! ╙╙╙╙UU`F┴ ╒ ≥╙╘╙╙UU`G┴ ║ ≤6╙╗╙╙UU`H┴ мN╙ї╙╙UU`I┴÷ f╙і╙╙UU`J┴ · ∙~╙╔╙╙UU`K┴ н√╙є╙╙UU`L┴° Qў╙ё╙╙UU`M┴ \ф╙╒╙╙UU`N┴ ╙ч╙║╙╙UU`O┴ ≥ ╘Ж╙═╙╙UU`P┴ ≤ ╗╙÷╙╙UU`Q┴ ╞ ї&╙·╙╙UU`R┴ і>╙²╙╙UU`S┴ ∙ ╔V╙°╙╙UU`T┴ ╟ єn╙⌡╙╙UU`U┴ Ч ё├╙ ╙╙UU`V┴ Z ╒·╙≥╙╙UU`W┴ ╙ ║І╙≤╙╙UU`X┴ ╘ ═н╙≈╙╙UU`Y┴ ╗ ÷Ф╙√╙╙UU`Z┴ ї ·Ч╙∙╙╙UU`[┴ і ²╙■╙╙UU`\┴ ╔ °.╙⌠╙╙UU`]┴ є ⌡F╙▓╙╙UU`^┴ ё ^╙▒╙╙UU`_┴ ╒ ≥v╙░╙╙UU``┴ ║ ≤d 6 ] I÷ ^и╘ ·╙∙2∙Q9∙SРj╞─уT 6 ^ ┤╧ ]°2∙Q9∙SРj╞─уT \ `l" ╙╙╙╙UU`a┴ ╒ ≥╙╘╙╙UU`b┴ ║ ≤6╙╗╙╙UU`c┴ КN╙ї╙╙UU`d┴÷ f╙і╙╙UU`e┴ · ∙~╙╔╙╙UU`f┴ Л√╙є╙╙UU`g┴° Чў╙ё╙╙UU`h┴ ^ф╙╒╙╙UU`i┴ ╙ч╙║╙╙UU`j┴ ≥ ╘Ж╙═╙╙UU`k┴ ≤ ╗╙÷╙╙UU`l┴ м ї&╙·╙╙UU`m┴ і>╙²╙╙UU`n┴ ∙ ╔V╙°╙╙UU`o┴ н єn╙⌡╙╙UU`p┴ Q ё├╙ ╙╙UU`q┴ \ ╒·╙≥╙╙UU`r┴ ╙ ║І╙≤╙╙UU`s┴ ╘ ═н╙≈╙╙UU`t┴ ╗ ÷Ф╙√╙╙UU`u┴ ї ·Ч╙∙╙╙UU`v┴ і ²╙■╙╙UU`w┴ ╔ °.╙⌠╙╙UU`x┴ є ⌡F╙▓╙╙UU`y┴ ё ^╙▒╙╙UU`z┴ ╒ ≥v╙░╙╙UU`{┴ ║ ≤d 6' _ I÷ `ш╙ ·╙∙@оЧ9∙SМ0─уT 6( ` ┤к _°@оЧ9∙SМ0─уT ^ bl# ╙╙╙╙UU`|┴ ╒ ≥╙╘╙╙UU`}┴ ║ ≤6╙╗╙╙UU`~┴ N╙ї╙╙UU`┴÷ f╙і╙╙UU`─┴ · ∙~╙╔╙╙UU`│┴ √╙є╙╙UU`┌┴° Qў╙ё╙╙UU`┐┴ `ф╙╒╙╙UU`└┴ ╙ч╙║╙╙UU`┘┴ ≥ ╘Ж╙═╙╙UU`├┴ ≤ ╗╙÷╙╙UU`┤┴ К ї&╙·╙╙UU`┬┴ і>╙²╙╙UU`┴┴ ∙ ╔V╙°╙╙UU`┼┴ Л єn╙⌡╙╙UU`▀┴ Ч ё├╙ ╙╙UU`▄┴ ^ ╒·╙≥╙╙UU`█┴ ╙ ║І╙≤╙╙UU`▌┴ ╘ ═н╙≈╙╙UU`▐┴ ╗ ÷Ф╙√╙╙UU`░┴ ї ·Ч╙∙╙╙UU`▒┴ і ²╙■╙╙UU`▓┴ ╔ °.╙⌠╙╙UU`⌠┴ є ⌡F╙▓╙╙UU`■┴ ё ^╙▒╙╙UU`∙┴ ╒ ≥v╙░╙╙UU`√┴ ║ ≤d 6E a I÷ bМ╚ ·╙∙2∙Q9∙SРj╞─уT 6F b ┤щ a°2∙Q9∙SРj╞─уT ` dl$ ╙╙╙╙UU`≈┴ ╒ ≥╙╘╙╙UU`≤┴ ║ ≤6╙╗╙╙UU`≥┴ 'N╙ї╙╙UU` ┴÷ f╙і╙╙UU`⌡┴ · ∙~╙╔╙╙UU`°┴ (√╙є╙╙UU`²┴° Чў╙ё╙╙UU`·┴ bф╙╒╙╙UU`÷┴ ╙ч╙║╙╙UU`═┴ ≥ ╘Ж╙═╙╙UU`║┴ ≤ ╗╙÷╙╙UU`╒┴ ї&╙·╙╙UU`ё┴ і>╙²╙╙UU`є┴ ∙ ╔V╙°╙╙UU`╔┴ єn╙⌡╙╙UU`і┴╙⌠ ё├╙ ╙╙UU`ї┴ ` ╒·╙≥╙╙UU`╗┴ ╙ ║І╙≤╙╙UU`╘┴ ╘ ═н╙≈╙╙UU`╙┴ ╗ ÷Ф╙√╙╙UU`╚┴ ї ·Ч╙∙╙╙UU`╛┴ і ²╙■╙╙UU`ґ┴ ╔ °.╙⌠╙╙UU`ў┴ є ⌡F╙▓╙╙UU`╞┴ ё ^╙▒╙╙UU`╟┴ ╒ ≥v╙░╙╙UU`╠┴ ║ ≤d 6c c I÷ dЪ╛ ·╙∙@оЧ9∙SМ0─уT 6d d ┤О c°@оЧ9∙SМ0─уT b fl% ╙╙╙╙UU`╡┴ ╒ ≥╙╘╙╙UU`Ё┴ ║ ≤6╙╗╙╙UU`Є┴ EN╙ї╙╙UU`╣┴÷ f╙і╙╙UU`І┴ · ∙~╙╔╙╙UU`Ї┴ F√╙є╙╙UU`╦┴° Qў╙ё╙╙UU`╧┴ dф╙╒╙╙UU`╨┴ ╙ч╙║╙╙UU`╩┴ ≥ ╘Ж╙═╙╙UU`╪┴ ≤ ╗╙÷╙╙UU`Ґ┴ ' ї&╙·╙╙UU`Ў┴ і>╙²╙╙UU`©┴ ∙ ╔V╙°╙╙UU`ю┴ ( єn╙⌡╙╙UU`а┴ Ч ё├╙ ╙╙UU`б┴ b ╒·╙≥╙╙UU`ц┴ ╙ ║І╙≤╙╙UU`д┴ ╘ ═н╙≈╙╙UU`е┴ ╗ ÷Ф╙√╙╙UU`ф┴ ї ·Ч╙∙╙╙UU`г┴ і ²╙■╙╙UU`х┴ ╔ °.╙⌠╙╙UU`и┴ є ⌡F╙▓╙╙UU`й┴╙╙ ^╙▒╙╙UU`к┴ ╒ ≥v╙░╙╙UU`л┴ ║ ≤d 6│ e I÷ f gґ ·╙∙2∙Q9∙SРj╞─уT 6┌ f ┤ e°2∙Q9∙SРj╞─уT dl& ╙╙╙╙UU`м┴ ╒ ≥╙╘╙╙UU`н┴ ║ ≤6╙╗╙╙UU`о┴ cN╙ї╙╙UU`п┴÷ f╙і╙╙UU`я┴ · ∙~╙╔╙╙UU`р┴ d√╙є╙╙UU`с┴° Чў╙ё╙╙UU`т┴ fф╙╒╙╙UU`у┴ ╙ч╙║╙╙UU`ж┴ ≥ ╘Ж╙═╙╙UU`в┴ ≤ ╗╙÷╙╙UU`ь┴ E ї&╙·╙╙UU`ы┴ і>╙²╙╙UU`з┴ ∙ ╔V╙°╙╙UU`ш┴ F єn╙⌡╙╙UU`э┴ Q ё├╙ ╙╙UU`щ┴ d ╒·╙≥╙╙UU`ч┴ ╙ ║І╙≤╙╙UU`ъ┴ ╘ ═н╙≈╙╙UU`Ю┴ ╗ ÷Ф╙√╙╙UU`А┴ ї ·Ч╙∙╙╙UU`Б┴ і ²╙■╙╙UU`Ц┴ ╔ °.╙⌠╙╙UU`Д┴ є ⌡F╙▓╙╙UU`Е┴ ё ^╙▒╙╙UU`Ф┴ ╒ ≥v╙░╙╙UU`Г┴ ║≤HЬт A g L e÷HЬт┴ ї ·HЬЬGOs6т[r² 7N h JЩ iТUGOs6т[r²nUU╙╙╙╙UU`Х└╙╙yTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated flow USUT╙╙ И┌j╞ 'UQUT╙╙И┌BFlood discharge, in cubic feet per secondAt indicatedMaximum 1UOUT╙╙И┌╙╙9(95-percent confidence interval)exceedancepeak used ;UMUT╙╙@И┌сeNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis ╗EUKUT╙╙`Й┌ Epeaks used(cubic feet >╙²OUIUT╙╙`К┌ ╔FStation numberin analysis0.50.10.040.02┘┌0.01per second) YЪС`Л{ ╙║Eк Hoяв+ 7O i L h jТ╗Eк Hoяв+`А їEк HoяЖ)Hoя²мahAшпv 7P j M i kТ l m╙²мahAшпvF╙▓╙╙²мauQ²мahAш²мadІ─{~╗ 7Q k M j lТ m s║²мadІЖЩP²мadІ─{~╗Z⌡┘╩u║Gі│╘ 7R l M k mТ j m≥>s░Ь▐LS⌡┘╩u║Gі│╘ZZ⌡┘╩hAшGіRp 7S m P l nТ k s⌡┘╩hAшGіRp j l²мaT[пc 7T n M m oТ p qs²мaT[пceedce²мaT[²мaa+}²мaa7q─{~╘ 7U o M n pТ q re²мa]╦хЖЩR²мaa7q─{~╘ЄZ⌡┘╩RыуGі│N 7V p M o qТ n qi≥>Rыу▐L²⌡┘╩RыуGі│NZ⌡┘╩RыуGіQ╗ 7W q P p rТ o rn⌡┘╩RыуGіQ╗ n p⌡┘╩Rыух!эE 7X r P q sТ s te⌡┘╩Rыух!эE o q⌡┘╩dІх!ч1 7Y s P r tТ r tc⌡┘╩dІх!ч1 k m⌡┘╩Rыух!#╨v 7Z t P s uТe⌡┘╩Rыух!#╨v r sF·К█Їfв+ 7[ u L t vТlF·К█Їfв+0.F·К█Їfй █ЇfґЁвz ц1wC 7\ v L u wТґЁвz ц1wCh jґЁвz цъ+z цH■йЩт25 7] w ^ vТH■йЩт25o+пvUTUT╙╙`М┌мa112009500161,1302,0002,4902,8803,3002,450 aURUT╙╙`НwІF(936-1,360)(1,630-2,740)(1,960-3,690)(2,210-4,520)(2,470-5,440) UPUT╙╙`О┌│╘ 1,1101,9102,3302,6603,000 P,UNUT╙╙`П┌512010000675,8008,87010,30011,30012,20011,300 q6ULUT╙╙`ЯwпcM(5,410-6,220)(8,140-9,840)(9,310-11,600)(10,100-12,900)(10,900-14,200) Ж@UJUT╙╙`Р┌~╘#5,7808,82010,20011,20012,100 o qSUHUT╙╙`С┌ыу112010500121,7302,3202,6402,8703,1103,210 ]UFUT╙╙`Тw rH(1,550-1,920)(2,070-2,820)(2,300-3,380)(2,460-3,850)(2,620-4,340) ыуgUDUT╙╙`У┌І 1,6902,3002,6302,8703,120 czUBUT╙╙`Ж┌ m%1201060021176219236248258249 └U@UT╙╙`Вw╨v4(165-188)(203-243)(217-268)(226-286)(234-302) Їf▌U>UT╙╙`Ь┌·К179231256274290 ║U<UT╙╙`Ы┌ w112010700152,2803,6704,4004,9605,5204,310 ц╚U:UT╙╙`ЗwH(1,940-2,680)(3,080-4,840)(3,580-6,200)(3,950-7,320)(4,310-8,530) UT╣U8UT╙╙`Ш┌12 2,1903,4304,0404,4904,940 3хU6UT╙╙`Э┌UT%1201080016235331373401428344 0рU4UT╙╙`Щw,24(208-266)(290-407)(320-477)(340-527)(359-576) ,9эU2UT╙╙`Ч┌00233331377408439 ОU0UT╙╙`Ъ┌0112011000191,4001,7701,9302,0302,1402,000 ЯЫU.UT╙╙`w20H(1,310-1,510)(1,640-1,990)(1,760-2,220)(1,840-2,390)(1,920-2,550) ╙╙U,UT╙╙`┌,8 1,4201,8502,0702,2102,370 UTU*UT╙╙`┌05!120111001849758897106101 0 U(UT╙╙`w╙╙-(42-56)(64-95)(74-117)(80-133)(86-150) 3*U&UT╙╙`┌)507892102113 UT=U$UT╙╙`┌90/12011200156911,4001,8402,2102,6001,660 %12GU"UT╙╙`w2D(544-874)(1,080-2,110)(1,360-3,070)(1,570-3,950)(1,800-4,980) (2QU UT╙╙`┌Їf7011,3901,7902,1202,450 dUUT╙╙`┌UT112011500262,8604,1404,7405,1605,5704,930 5nUUT╙╙` wUTH(2,600-3,150)(3,700-4,840)(4,160-5,710)(4,480-6,360)(4,780-7,000) ,3xUUT╙╙` ┌UT 2,8504,1404,7605,1905,620 4,▀UUT╙╙`┌UT112012000262,3103,4804,0804,5305,0004,400 0∙UUT╙╙`w,2H(2,090-2,560)(3,090-4,090)(3,550-4,980)(3,890-5,700)(4,220-6,450) 00÷UUT╙╙` ┌П 2,2803,4103,9804,4104,850 1╡UUT╙╙`┌30%1201220020126196234264295233 0╪UUT╙╙`w(14(111-142)(170-240)(198-303)(219-355)(240-412) ╙╙фUUT╙╙`┌,8126197236266297 ыUUT╙╙`┌UT612013500458,33011,60013,00014,00015,00014,800 ЦU UT╙╙`w2-P(7,800-8,900)(10,700-12,800)(11,900-14,600)(12,700-16,000)(13,400-17,300) UTМUUT╙╙`┌90$8,32011,60013,10014,10015,200 ,6UUT╙╙`┌UT112014500251,6402,7603,3503,8004,2603,400 0 UUT╙╙`w,8H(1,430-1,880)(2,360-3,430)(2,800-4,370)(3,110-5,130)(3,430-5,940) ╙╙UUT╙╙`┌2 1,6702,8203,4303,9004,370 ,9'UUT╙╙`┌ TGOs6тf╧8 7░ y JГ zФ0GOs6тf╧8u ╙╙╙╙UU └4uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 0╙╘╙╙UU@},0flow--Continued (3)URUT╙╙ ┌-6 3UPUT╙╙┌ПBFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙┌29(95-percent confidence interval)exceedancepeak used 3GULUT╙╙@┌12eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 1QUJUT╙╙`┌0 peaks used(cubic feet 0-8[UHUT╙╙`┌00FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`{,1Eк Sев+ 7▒ z L y {Ф5Eк Sев+350Eк SеЖ)Sе°мas≈%пv 7▓ { M z |Ф } ~2°мas≈%пv0-470°мa─g⌡°мas≈%°мapd─{~╗ 7⌠ | M { }Ф ~ └0°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ 7■ } M | ~Ф { ~z≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp 7∙ ~ P } Ф | └a ┘╩s≈%GіRp { }°мa_╟dпc 7√ M ~ ─Ф │ ┌i°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ 7≈ ─ M │Ф ┌ ┐t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N 7≤ │ M ─ ┌Ф ┌≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ 7≥ ┌ P │ ┐Ф ─ ┐n ┘╩^/GіQ╗ │ ┘╩^/х!эE 7 ┐ P ┌ └Ф └ ┘e ┘╩^/х!эE ─ ┌ ┘╩pdх!ч1 7⌡ └ P ┐ ┘Ф ┐ ┘c ┘╩pdх!ч1 | ~ ┘╩^/х!#╨v 7° ┘ P └ ├Фe ┘╩^/х!#╨v ┐ └F·К≥╟в+ 7² ├ L ┘ ┤ФlF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ 7· ┤ L ├ ┴Ф╚Ёв┘` 1о▀y {╚Ёв┘` щ┐b┘` H÷сот'rо 7═ ┴ K ┤ФH÷сот'rоx*пvUTUT╙╙`┌мa%1201510015265495624724829625 URUT╙╙`wЖ8(213-329)(390-718)(474-985)(536-1,210)(600-1,470) ~UPUT╙╙`┌ФB269498622718816 ,UNUT╙╙` ┌Gі112015500121,6602,5602,9803,2803,5702,640 }6ULUT╙╙`!wH(1,400-1,990)(2,120-3,500)(2,420-4,350)(2,600-5,000)(2,790-5,680) ─{@UJUT╙╙`"┌ │ 1,6602,5502,9803,2903,590 ▄╩SUHUT╙╙`#┌┘╩%1201670022152246295331368329 ]UFUT╙╙`$w┘╩4(133-174)(211-306)(247-385)(272-448)(298-514) ─gUDUT╙╙`%┌Gі155253305344383 zUBUT╙╙`&┌?12017000468,21014,00017,60020,60024,000y1┌24,000 ┘└U@UT╙╙`'wч1P(7,490-8,980)(12,500-16,000)(15,400-21,000)(17,700-25,400)(20,200-30,400) ▌U>UT╙╙`(┌$8,29014,20017,80020,90024,200 ╟║U<UT╙╙`)┌о▀$120196002189138161177193147 ` ╚U:UT╙╙`*wЁв3(79-102)(119-170)(136-207)(148-235)(159-263) ╣U8UT╙╙`+┌92144170188207 хU6UT╙╙`,┌612020000579,61017,70022,60026,60031,00028,900 рU4UT╙╙`-w29S(8,710-10,600)(15,700-20,500)(19,600-27,200)(22,700-32,900)(25,900-39,300) 18эU2UT╙╙`.┌ $9,56017,40022,10025,80029,900 ,2ОU0UT╙╙`/┌UL112020500331,7102,9203,5904,1204,6804,600 4ЫU.UT╙╙`0w,0H(1,520-1,920)(2,540-3,510)(3,050-4,510)(3,440-5,340)(3,830-6,230) ▄╩U,UT╙╙`1┌┘╩ 1,7402,9903,6904,2404,820 3U*UT╙╙`2┌$112020900152,8005,0406,3307,3508,4406,200 8 U(UT╙╙`3w╙╙J(2,300-3,410)(4,060-7,080)(4,910-9,670)(5,560-11,900)(6,210-14,500) *U&UT╙╙`4┌24 2,7904,9306,1007,0107,950 ╙╙=U$UT╙╙`5┌-8112021000213,2004,5505,2005,6906,1605,700 0GU"UT╙╙`6wH(2,900-3,530)(4,060-5,350)(4,560-6,360)(4,920-7,140)(5,260-7,940) )QU UT╙╙`7┌89 3,1804,5405,2105,7206,210 ╙╙dUUT╙╙`8┌2)112024000262,2803,4804,0304,4204,7904,310 TnUUT╙╙`9w14H(2,030-2,570)(3,050-4,190)(3,460-5,030)(3,740-5,640)(4,010-6,260) 60xUUT╙╙`:┌U4 2,2703,4704,0204,4104,790 (▀UUT╙╙`;┌,6512025000565,7809,16010,80012,10013,30013,300 T∙UUT╙╙`<w60a(5,340-6,260)(8,310-10,300)(9,680-12,500)(10,700-14,200)(11,600-15,900) 6÷UUT╙╙`=┌0#5,7809,14010,80012,10013,300 3,0╡UUT╙╙`>┌,3%1202530011304325332337341320 ╩╪UUT╙╙`?w7≤5(295-313)(315-343)(321-354)(324-362)(328-368) фUUT╙╙`@┌8310353376395412 ыUUT╙╙`A┌-3212025700292,6005,4407,1608,57010,1009,020 ЦU UT╙╙`BwUTK(2,170-3,100)(4,410-7,210)(5,620-10,100)(6,560-12,600)(7,540-15,500) 02МUUT╙╙`C┌00 2,5705,2406,7707,9909,280 6UUT╙╙`D┌30112026000343,5905,3906,2306,8407,4206,710 7 UUT╙╙`Ew╙╙H(3,270-3,940)(4,830-6,240)(5,490-7,420)(5,960-8,300)(6,400-9,180) 2UUT╙╙`F┌30 3,5705,3406,1706,7807,3609GOs6тf╧8 7р ▀ JЛ ▄Х5GOs6тf╧8y ╙╙╙╙╙╙UU G└,4uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 0╙╘╙╙UU@G}(8flow--Continued 0-)URUT╙╙ H┌,2 3UPUT╙╙H┌BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙H┌>9(95-percent confidence interval)exceedancepeak used ?GULUT╙╙@H┌(3eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 3QUJUT╙╙`I┌0peaks used(cubic feet 20 [UHUT╙╙`J┌UTFStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`K{╙╙CEк Sев+ 7с ▄ L ▀ █ХEк Sев+11260Eк SеЖ)Sе°мas≈%пv 7т █ M ▄ ▌Х ▐ ░E°мas≈%пv940(4°мa─g⌡°мas≈%°мapd─{~╗ 7у ▌ M █ ▐Х ░ √°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ 7ж ▐ M ▌ ░Х █ ░▄≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp 7в ░ P ▐ ▒Х ▌ √a ┘╩s≈%GіRp █ ▐°мa_╟dпc 7ь ▒ M ░ ▓Х ⌠ ■i°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ 7ы ▓ M ▒ ⌠Х ■ ∙t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N 7з ⌠ M ▓ ■Х ▒ ■i≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ 7ш ■ P ⌠ ∙Х ▓ ∙n ┘╩^/GіQ╗ ▒ ⌠ ┘╩^/х!эE 7э ∙ P ■ √Х √ ≈e ┘╩^/х!эE ▓ ■ ┘╩pdх!ч1 7щ √ P ∙ ≈Х ∙ ≈c ┘╩pdх!ч1 ▌ ░ ┘╩^/х!#╨v 7ч ≈ P √ ≤Хe ┘╩^/х!#╨v ∙ √F·К≥╟в+ 7ъ ≤ L ≈ ≥ХlF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ 7Ю ≥ L ≤ ⌡Х╚Ёв┘` 1о▀▀ █╚Ёв┘` щ┐b┘` H÷сот'rо 7Б ⌡ K ≥ХH÷сот'rоz*пvUTUT╙╙`L┌мa1202630016355768768464 █ ▐URUT╙╙`Mwd,(30-42)(48-75)(55-95)(60-110)(66-126) │╘UPUT╙╙`N┌ █3555657279 L,UNUT╙╙`O┌│╘7120275006825,00043,40054,00062,60071,60074,800 s≈%6ULUT╙╙`Pw╟dR(23,100-27,200)(39,200-49,100)(47,900-62,900)(54,700-74,300)(61,700-86,700) @UJUT╙╙`Q┌ M%25,10043,50054,10062,70071,600 ╩SUHUT╙╙`R┌┘╩7120297003028,80041,90048,50053,50058,50053,400 ┘╩]UFUT╙╙`SwR(26,400-31,400)(37,900-48,100)(43,100-57,500)(46,800-64,800)(50,500-72,400) gUDUT╙╙`T┌ ≈%29,10042,70049,70055,10060,500 1zUBUT╙╙`U┌ ∙112030000301,1201,4801,6201,7201,8201,640 ч└U@UT╙╙`VweH(1,050-1,200)(1,360-1,640)(1,480-1,850)(1,560-1,990)(1,630-2,120) +▌U>UT╙╙`W┌╟ 1,1201,5001,6501,7601,880 L║U<UT╙╙`X┌Ёв7120310004929,10046,10055,50062,90070,70080,700 7Б╚U:UT╙╙`YwR(26,900-31,500)(41,800-52,100)(49,400-64,600)(55,200-74,800)(61,200-85,800) ╣U8UT╙╙`Z┌ ▐%29,30046,60056,30063,80071,800 хU6UT╙╙`[┌66112032500353,1304,6505,3405,8206,2805,080 NрU4UT╙╙`\w12H(2,860-3,430)(4,180-5,360)(4,720-6,310)(5,090-7,000)(5,440-7,680) ╟dэU2UT╙╙`]┌) 3,1304,6805,3905,8906,380 4,ОU0UT╙╙`^┌0-112034200163,0004,5105,2105,7106,1905,030 ЫU.UT╙╙`_wUHH(2,610-3,460)(3,860-5,720)(4,360-6,940)(4,710-7,870)(5,030-8,790) ┘╩U,UT╙╙``┌ 3,1104,8105,6706,3006,830 )U*UT╙╙`a┌6,!120347002040789911513277 T U(UT╙╙`bw10.(32-49)(62-110)(76-150)(86-182)(96-217) *U&UT╙╙`c┌1,4179100115131 1=U$UT╙╙`d┌UT7120350006724,70038,20044,40048,80053,00050,600 (1GU"UT╙╙`ew-2R(23,000-26,600)(35,000-42,500)(40,100-50,300)(43,700-56,000)(47,100-61,500) QU UT╙╙`f┌00%24,80038,40044,70049,20053,500 БdUUT╙╙`g┌Q12035450 242,2603,3303,8204,1704,500 3,880 nUUT╙╙`hw ▐G(2,030-2510)(2,940-3,960)(3,310-4,700)(3,570-5,250)(3,810-5,790) 3,xUUT╙╙`i┌,8 2,2203,2703,7404,0804,410 12▀UUT╙╙`j┌(4612035500279,84014,60016,80018,40019,90018,000 ∙UUT╙╙`kw)Q(8,910-10,900)(13,000-17,100)(14,700-20,300)(15,900-22,800)(17,000-25,200) 5÷UUT╙╙`l┌,0$9,97015,00017,50019,30021,000 60╡UUT╙╙`m┌,37120360004710,90017,50021,00023,60026,40023,600 ┌╪UUT╙╙`nw70Q(9,970-11,900)(15,800-20,000)(18,500-24,700)(20,600-28,400)(22,700-32,300) ╙фUUT╙╙`o┌)%11,00017,70021,20023,90026,700 &ыUUT╙╙`p┌4112036400101,6502,6003,0603,3903,7202,640 6ЦU UT╙╙`qw4,K (1,350-2,030)(2,110-3,780)(2,410-4,840)(2,610-5,680)(2,810-6,570) 2,5МUUT╙╙`r┌)"1,6702,6503,1403,4903,850 UUT╙╙`t┌2%1203665013254436532605680452 UUT╙╙`uw126(207-311)(350-622)(414-824)(460-994)(505-1,180) UUT╙╙`v┌88260449549624700 GOs6тf╧8 8 ² JП ·О,GOs6тf╧8{ ,8╙╙╙╙UU w└40uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 9╙╘╙╙UU@w}-1flow--Continued 30)URUT╙╙ x┌( 3UPUT╙╙x┌╙╙BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙x┌009(95-percent confidence interval)exceedancepeak used 0GULUT╙╙@x┌(eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis ,QUJUT╙╙`y┌ &peaks used(cubic feet 01[UHUT╙╙`z┌60FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`{{2,-Eк Sев+ 8 · L ² ÷ОEк Sев+3,13Eк SеЖ)Sе°мas≈%пv 8 ÷ M · ═О ║ ╒6°мas≈%пvUT╙╙°мa─g⌡°мas≈%°мapd─{~╗ 8 ═ M ÷ ║О ╒ ╗1°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ 8 ║ M ═ ╒О ÷ ╒·≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp 8 ╒ P ║ ёО ═ ╗a ┘╩s≈%GіRp ÷ ║°мa_╟dпc 8 ё M ╒ єО ╔ іi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ 8 є M ё ╔О і їt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N 8 ╔ M є іО ё іi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ 8 і P ╔ їО є їn ┘╩^/GіQ╗ ё ╔ ┘╩^/х!эE 8 ї P і ╗О ╗ ╘e ┘╩^/х!эE є і ┘╩pdх!ч1 8 ╗ P ї ╘О ї ╘c ┘╩pdх!ч1 ═ ╒ ┘╩^/х!#╨v 8! ╘ P ╗ ╙Оe ┘╩^/х!#╨v ї ╗F·К≥╟в+ 8" ╙ L ╘ ╚ОlF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ 8# ╚ L ╙ ґО╚Ёв┘` 1о▀² ÷╚Ёв┘` щ┐b┘` H÷сот'rо 8% ґ K ╚ОH÷сот'rо|*пvUTUT╙╙`|┌мa7120374001616,40025,20029,40032,40035,40025,500 ЖURUT╙╙`}w~╗R(14,200-19,000)(21,500-32,400)(24,400-39,700)(26,500-45,400)(28,400-51,200) UPUT╙╙`~┌Gі%16,50025,60030,10033,30036,500 %,UNUT╙╙`┌╟d%1203875011272406476531587495 a6ULUT╙╙`─won4(232-317)(344-539)(393-685)(428-808)(463-942) ї@UJUT╙╙`│┌ЩR269405476531586 SUHUT╙╙`┌┌7120390003918,90028,40032,80035,90038,90033,000 ]UFUT╙╙`┐wQ╗R(17,300-20,600)(25,600-32,500)(29,100-38,500)(31,500-42,900)(33,800-47,200) gUDUT╙╙`└┌х!%18,80028,20032,60035,70038,700 ╘zUBUT╙╙`┘┌d$120390502260108134154175123 P└U@UT╙╙`├w┘╩1(51-71)(90-142)(108-186)(121-223)(135-262) ▌U>UT╙╙`┤┌+61108134153173 ║U<UT╙╙`┬┌1203910020162427293124 ┘` ╚U:UT╙╙`┴wЁв*(15-18)(21-29)(23-34)(25-38)(26-41) ╣U8UT╙╙`┼┌со1725283133 хU6UT╙╙`▀┌пv7120393002216,10027,20032,80037,00041,00030,000 2,4рU4UT╙╙`▄wЖS(13,800-18,700)(22,900-34,800)(26,900-44,100)(29,800-51,400)(32,500-58,900) 0)эU2UT╙╙`█┌UP%15,90026,50031,70035,50039,100 ОU0UT╙╙`▌┌UN%1203940020177316393453515409 4ЫU.UT╙╙`▐wUL4(149-210)(260-419)(314-555)(354-669)(394-792) -8U,UT╙╙`░┌UJ172300365415465 U*UT╙╙`▒┌UH7120395008321,90037,30045,10050,90056,60052,600 03 U(UT╙╙`▓wUFR(20,300-23,700)(33,900-41,800)(40,400-51,600)(45,100-59,100)(49,700-66,700) *U&UT╙╙`⌠┌UD%22,10037,90045,90052,00057,900 =U$UT╙╙`■┌UB7120400003119,80030,70036,30040,60045,00037,400 └U@GU"UT╙╙`∙wR(17,900-21,800)(27,300-36,000)(31,600-44,200)(34,800-50,700)(38,000-57,500) QU UT╙╙`√┌╙╙%19,60030,10035,50039,50043,700 4dUUT╙╙`≈┌┴;120405005965,70098,000114,000125,000136,000130,000 `┼nUUT╙╙`≤w1[(61,400-70,300)(90,300-108,500)(103,000-128,000)(112,000-143,000)(122,000-158,000) ╙╙xUUT╙╙`≥┌0-(65,30097,200113,000124,000135,000 9,▀UUT╙╙` ┌007120410003818,80030,90037,20042,10047,10038,700 35,∙UUT╙╙`⌡wUTR(17,000-20,900)(27,300-36,200)(32,300-45,200)(36,000-52,400)(39,600-60,000) ÷UUT╙╙`°┌55%19,00031,60038,20043,30048,500 ░╡UUT╙╙`²┌7120412003632,20051,10059,70065,70071,40054,500 45,╪UUT╙╙`·w52R(28,900-35,900)(45,000-60,400)(51,700-72,600)(56,200-81,500)(60,500-90,100) фUUT╙╙`÷┌0-%32,20051,00059,60065,70071,500 7ыUUT╙╙`═┌╙╙612041500519,46016,20019,80022,50025,20023,500 ЦU UT╙╙`║w00Q(8,570-10,400)(14,400-18,900)(17,200-23,700)(19,300-27,400)(21,300-31,400) МUUT╙╙`╒┌8,$9,32015,90019,20021,80024,300 60UUT╙╙`ё┌9,1204160020264860698052 ;12 UUT╙╙`єw8,,(22-31)(39-64)(47-86)(54-105)(60-125) UTUUT╙╙`╔┌1,2750627383-GOs6тf╧8 8W ╞ J ╟ )GOs6тf╧8} 6╙╙╙╙UU і└00uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated T╙╘╙╙UU@і})flow--Continued 2,)URUT╙╙ ї┌0- 3UPUT╙╙ї┌UBFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙ї┌39(95-percent confidence interval)exceedancepeak used ╙GULUT╙╙@ї┌0-eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 1QUJUT╙╙`╗┌0peaks used(cubic feet 612[UHUT╙╙`╘┌,2FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`╙{,22Eк Sев+ 8X ╟ L ╞ ╠ Eк Sев+$920Eк SеЖ)Sе²мas≈%пv 8Y ╠ M ╟ ╡ Ё Є6²мas≈%пv9852²мa─g⌡²мas≈%²мapd─{~╗ 8Z ╡ M ╠ Ё Є ╨)²мapdЖЩP²мapd─{~╗Z⌡┘╩─gКGі│╘ 8[ Ё M ╡ Є ╠ Є╟≥>~ФB▐LS⌡┘╩─gКGі│╘ZZ⌡┘╩s≈%GіRp 8\ Є P Ё ╣ ╡ ╨a⌡┘╩s≈%GіRp ╠ Ё²мa_╟dпc 8] ╣ M Є І Ї ╦i²мa_╟dпcionon²мa_╟d²мal─г²мal▄╩─{~╘ 8^ І M ╣ Ї ╦ ╧t²мaiЖЩR²мal▄╩─{~╘ЄZ⌡┘╩^/Gі│N 8_ Ї M І ╦ ╣ ╦i≥>^/▐L²⌡┘╩^/Gі│NZ⌡┘╩^/GіQ╗ 8` ╦ P Ї ╧ І ╧n⌡┘╩^/GіQ╗ ╣ Ї⌡┘╩^/х!эE 8a ╧ P ╦ ╨ ╨ ╩e⌡┘╩^/х!эE І ╦⌡┘╩pdх!ч1 8b ╨ P ╧ ╩ ╧ ╩c⌡┘╩pdх!ч1 ╡ Є⌡┘╩^/х!#╨v 8c ╩ P ╨ ╪ e⌡┘╩^/х!#╨v ╧ ╨F·К≥╟в+ 8d ╪ L ╩ Ґ lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ 8e Ґ L ╪ © ╚Ёв┘` 1о▀╞ ╠╚Ёв┘` щ┐b┘` H÷сот'rо 8g © K Ґ H÷сот'rо~*пvUTUT╙╙`╚┌мa%1204270019485708804870932759 URUT╙╙`╛wЖ:(429-549)(617-865)(688-1,020)(736-1,130)(780-1,240) UPUT╙╙`ґ┌ФB465666749806862 ,UNUT╙╙`ў┌Gі%1204290039323481555607658597 %6ULUT╙╙`╞w╟d4(296-352)(435-549)(494-649)(534-724)(574-797) on@UJUT╙╙`╟┌─г317469538587635 SUHUT╙╙`╠┌t7120430002118,40029,30034,40038,20041,80034,500 ]UFUT╙╙`╡w ╦R(16,000-21,100)(25,000-36,700)(28,800-45,200)(31,400-51,700)(33,900-58,300) gUDUT╙╙`Ё┌Q╗%17,90027,90032,30035,60038,700 zUBUT╙╙`Є┌х!612043100188,22013,20015,90018,00020,30017,300 └U@UT╙╙`╣w┘╩P(7,130-9,450)(11,200-16,700)(13,200-21,400)(14,700-25,400)(16,100-29,700) 8d▌U>UT╙╙`І┌l$8,06012,70015,20017,00019,100 ╟║U<UT╙╙`Ї┌112043163113,4905,7806,9007,7208,5205,610 в╚U:UT╙╙`╦wсоK(2,820-4,340)(4,610-8,520)(5,340-11,100)(5,840-13,100)(6,320-15,200) ╣U8UT╙╙`╧┌╚ 3,4005,5006,4707,1807,870 9хU6UT╙╙`╨┌╙╙612043300177,05011,70014,30016,30018,30014,100 рU4UT╙╙`╩wUTO(6,000-8,250)(9,810-15,300)(11,600-20,000)(12,900-23,800)(14,200-28,100) 56эU2UT╙╙`╪┌UT$6,89011,30013,70015,50017,300 94ОU0UT╙╙`Ґ┌74/12043430169401,2801,4201,5101,6001,220 35 ЫU.UT╙╙`ЎwtF(840-1,060)(1,130-1,550)(1,240-1,780)(1,300-1,940)(1,360-2,080) U,UT╙╙`©┌0-9341,3001,4701,5901,710 U*UT╙╙`ю┌,7/12044000107141,2201,4601,6401,8201,180 27 U(UT╙╙`аw0B(560-915)(944-1,900)(1,100-2,510)(1,210-3,010)(1,310-3,530) *U&UT╙╙`б┌U@7791,4501,8402,1702,500 =U$UT╙╙`ц┌(17120455001214,70034,30047,40058,50071,00041,600 ╙╙GU"UT╙╙`дw2,T(10,600-20,300)(24,200-61,400)(31,600-98,000)(37,500-134,000)(43,700-179,000) 8QU UT╙╙`е┌UT%14,70034,00046,40056,70068,100 5dUUT╙╙`ф┌(1204680014204559708152 ╣U8nUUT╙╙`гw3-(15-28)(33-74)(41-108)(47-137)(53-169) ╨xUUT╙╙`х┌7,2040505764 1▀UUT╙╙`и┌0 $120471002292238340430533338 (9∙UUT╙╙`йw005(71-120)(176-365)(240-576)(293-780)(350-1,030) ╙÷UUT╙╙`к┌1,89218298363433 0╡UUT╙╙`л┌Ґ112047300131,2802,9203,9704,8605,8403,160 0╪UUT╙╙`мwЎH(938-1,730)(2,090-5,000)(2,710-7,760)(3,200-10,400)(3,700-13,600) ) фUUT╙╙`н┌0- 1,2802,8503,7904,5605,360 U*ыUUT╙╙`о┌12/12047500174301,3301,9902,5803,2501,620 U(ЦU UT╙╙`пwB(297-625)(878-2,480)(1,240-4,250)(1,540-6,040)(1,860-8,270) МUUT╙╙`я┌74221,2301,7502,1802,640 UUT╙╙`р┌12$120477001165133172203235173 7 UUT╙╙`сwU"1(48-88)(97-230)(120-336)(137-430)(154-537) UUT╙╙`т┌7,661341732042349GOs6тf╧8 8≥ а J б 0GOs6тf╧8 12╙╙╙╙UU у└9uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 1╙╘╙╙UU@у}0 flow--Continued 38)URUT╙╙ ж┌(9 3UPUT╙╙ж┌1-BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙ж┌49(95-percent confidence interval)exceedancepeak used 8GULUT╙╙@ж┌UeNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis ╙QUJUT╙╙`в┌,8peaks used(cubic feet UT[UHUT╙╙`ь┌75FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`ы{(10Eк Sев+ 8 б L а ц TEк Sев+2130Eк SеЖ)Sе°мas≈%пv 8⌡ ц M б д е ф╨°мas≈%пv 7U°мa─g⌡°мas≈%°мapd─{~╗ 8° д M ц е ф л5°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ 8² е M д ф ц фб≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp 8· ф P е г д лa ┘╩s≈%GіRp ц е°мa_╟dпc 8÷ г M ф х и йi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ 8═ х M г и й кt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N 8║ и M х й г йi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ 8╒ й P и к х кn ┘╩^/GіQ╗ г и ┘╩^/х!эE 8ё к P й л л мe ┘╩^/х!эE х й ┘╩pdх!ч1 8є л P к м к мc ┘╩pdх!ч1 д ф ┘╩^/х!#╨v 8╔ м P л н e ┘╩^/х!#╨v к лF·К≥╟в+ 8і н L м о lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 0Ш╞ 8ї о L н я ╚Ёв┘` 0Ш╞а ц╚Ёв┘` э╞├┘` H÷сот'rо 8╘ я K о H÷сот'rо─*пvUTUT╙╙`з┌мa112048000662,9205,7207,1408,1809,2107,120 aURUT╙╙`шwdJ(2,600-3,280)(4,970-6,780)(6,090-8,710)(6,890-10,200)(7,660-11,600) UPUT╙╙`э┌ 2,9305,7407,1808,2309,270 г,UNUT╙╙`щ┌≈%!120494002227608096114108 ÷6ULUT╙╙`чwi-(22-34)(46-86)(60-124)(70-158)(80-196) ╩@UJUT╙╙`ъ┌ M28618298117 SUHUT╙╙`Ю┌▄╩%1205050027209480640768901733 ║]UFUT╙╙`Аwi8(168-260)(372-680)(479-970)(561-1,220)(643-1,490) gUDUT╙╙`Б┌ к209475628748870 zUBUT╙╙`Ц┌%1205240020207461600702806557 E└U@UT╙╙`Дwч18(160-269)(345-702)(432-982)(495-1,210)(556-1,450) х!▌U>UT╙╙`Е┌ н208459593691790 ║U<UT╙╙`Ф┌+512053000384,3508,18010,30011,90013,60013,200 ╚U:UT╙╙`ГwЁвM(3,800-4,980)(6,960-10,100)(8,540-13,200)(9,710-15,800)(10,900-18,500) ╣U8UT╙╙`Х┌#4,3608,20010,30011,90013,600 'rохU6UT╙╙`И┌1205340020385767748166 112рU4UT╙╙`Йw72+(33-43)(50-70)(57-86)(62-98)(66-110) wdэU2UT╙╙`К┌(43757677482 8ОU0UT╙╙`Л┌0)212054000584,4907,3108,5409,39010,2009,240 ЫU.UT╙╙`Мw гJ(4,100-4,930)(6,550-8,370)(7,550-9,990)(8,220-11,100)(8,830-12,200) U,UT╙╙`Н┌)!4,4907,3408,6109,51010,400 TU*UT╙╙`О┌61112054500283,4605,5606,5607,2807,9906,010 8 U(UT╙╙`Пw ║I(3,060-3,910)(4,820-6,740)(5,580-8,260)(6,110-9,400)(6,610-10,600) 0*U&UT╙╙`Я┌Б 3,4605,6006,6507,4308,200 UT=U$UT╙╙`Р┌24112054600222,3003,1103,4203,6103,7903,160 1GU"UT╙╙`Сw-7H(2,100-2,540)(2,800-3,620)(3,030-4,080)(3,180-4,380)(3,310-4,660) QU UT╙╙`Т┌╙╙ 2,2703,0803,4203,6403,860 1dUUT╙╙`У┌0$120563002051134192244302228 -4nUUT╙╙`Жw0)1(39-68)(97-213)(133-340)(162-464)(194-616) 8xUUT╙╙`В┌451131185230280 0▀UUT╙╙`Ь┌UT612056500726,57013,00016,70019,80023,00027,000 ∙UUT╙╙`Ыw3-P(5,930-7,270)(11,400-15,100)(14,400-20,100)(16,800-24,300)(19,200-28,900) U0÷UUT╙╙`З┌12$6,57013,00016,70019,80022,900 20╡UUT╙╙`Ш┌╙╙612057500127,82012,40014,80016,60018,50014,000 ╪UUT╙╙`Эw0-P(6,540-9,310)(10,300-17,000)(11,900-22,000)(13,100-26,100)(14,200-30,600) 61фUUT╙╙`Щ┌0$7,88012,80015,60017,70019,900 UTыUUT╙╙`Ч┌,0.1205800026114249326386448y2┌355 ЦU UT╙╙`Ъw 03(93-142)(196-348)(247-486)(286-600)(324-724) UTМUUT╙╙`┌24112256348423504 UUT╙╙`┌90112059800153,7005,5706,3606,9107,4105,340 0 UUT╙╙`w80I(3,170-4,330)(4,700-7,240)(5,270-8,680)(5,640-9,710)(5,970-10,700) ,UUT╙╙`┌UT 3,6805,6506,5607,2407,90019GOs6тf╧8 8ш с J ( т -GOs6тf╧8│ U╙╙╙╙UU └5uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated ╙╘╙╙UU@}40flow--Continued 20)URUT╙╙ ┌00 3UPUT╙╙┌UTBFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙┌7,9(95-percent confidence interval)exceedancepeak used -GULUT╙╙@┌(1eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 6QUJUT╙╙`┌UTpeaks used(cubic feet 02[UHUT╙╙`┌4FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`{UTEк Sев+ 8э т L с у Eк Sев+11298Eк SеЖ)Sе°мas≈%пv 8щ у M т ж в ь°мas≈%пv330(4°мa─g⌡°мas≈%°мapd─{~╗ 8ч ж M у в ь ч°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ 8ъ в M ж ь у ьт≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp 8Ю ь P в ы ж чa ┘╩s≈%GіRp у в°мa_╟dпc 8А ы M ь з ш э┌°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ 8Б з M ы ш э щt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N 8Ц ш M з э ы эi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ 8Д э P ш щ з щn ┘╩^/GіQ╗ ы ш ┘╩^/х!эE 8Е щ P э ч ч ъe ┘╩^/х!эE з э ┘╩pdх!ч1 8Ф ч P щ ъ щ ъc ┘╩pdх!ч1 ж ь ┘╩^/х!#╨v 8Г ъ P ч Ю e ┘╩^/х!#╨v щ чF·К≥╟в+ 8Х Ю L ъ А lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 0Ш╞ 8И А L Ю Ц ╚Ёв┘` 0Ш╞с у╚Ёв┘` э╞├┘` H÷сот'rо 8К Ц K А H÷сот'rо┌*пvUTUT╙╙` ┌мa612060000278,52015,40019,10021,90024,80019,300 URUT╙╙` w─{P(7,320-9,930)(12,900-19,700)(15,600-25,600)(17,500-30,400)(19,500-35,400) GіUPUT╙╙`┌≈%$8,49015,30019,00021,80024,600 ┘╩,UNUT╙╙`┌мa7120605005411,80018,20021,00023,00024,80021,600 ion6ULUT╙╙` w─гR(10,900-12,800)(16,500-20,500)(18,800-24,200)(20,400-26,900)(21,800-29,400) @UJUT╙╙`┌%11,70018,10020,90023,00024,800 ²SUHUT╙╙`┌%1206120020139228276313350280 з]UFUT╙╙`wGі4(120-160)(194-290)(228-371)(253-437)(278-507) ┘╩gUDUT╙╙`┌┘╩136223268304339 zUBUT╙╙`┌┘╩%1206300011292476565629692476 Г└U@UT╙╙`we8(237-361)(382-694)(440-894)(480-1,050)(518-1,220) ▌U>UT╙╙`┌276434502550598 ║U<UT╙╙`┌/12063500109261,3901,6201,8001,9701,610 ╚Ёв╚U:UT╙╙`wсоF(776-1,100)(1,160-1,920)(1,320-2,440)(1,430-2,860)(1,530-3,300) ╣U8UT╙╙`┌UT8961,2501,5601,7301,900 хU6UT╙╙`┌90%1206550033118209252283313242 рU4UT╙╙`w904(103-136)(178-259)(210-325)(232-374)(253-423) 00эU2UT╙╙`┌116204244273301 ОU0UT╙╙`┌┘╩%1206600011331510591648702504 0ЫU.UT╙╙`w,08(274-401)(418-717)(472-891)(509-1,020)(542-1,160) )U,UT╙╙`┌8,322495574631687 U*UT╙╙`┌) /12067500107091,0301,1901,3001,4101,210 00 U(UT╙╙`w╙╙@(601-835)(871-1,400)(978-1,740)(1,050-2,000)(1,120-2,280) Gі*U&UT╙╙` ┌-26921,0101,1801,2901,410 =U$UT╙╙`!┌112068500311,0301,6802,0102,2502,5002,160 2GU"UT╙╙`"w5F(923-1,160)(1,470-2,010)(1,720-2,490)(1,900-2,870)(2,080-3,270) QU UT╙╙`#┌20 1,0201,6401,9602,1802,420 5dUUT╙╙`$┌UT%1206955012551767861927990757 6nUUT╙╙`%w10:(482-631)(664-972)(732-1,150)(777-1,280)(819-1,410) xUUT╙╙`&┌605407588609341,010 ╙╙▀UUT╙╙`'┌50%1207000026129219270310352333 0∙UUT╙╙`(w204(113-147)(188-270)(226-350)(254-417)(283-491) (1÷UUT╙╙`)┌(2128215264301340 ╡UUT╙╙`*┌1-12072000214738761,1301,3401,5701,640 0╪UUT╙╙`+w@(400-557)(724-1,150)(900-1,590)(1,040-1,990)(1,180-2,460) (5фUUT╙╙`,┌604698601,1001,2901,490 4ыUUT╙╙`-┌U* 12072600104772849310274 1,ЦU UT╙╙`.w,4.(39-57)(59-102)(68-129)(73-150)(78-173) МUUT╙╙`/┌4048748999111 UUT╙╙`0┌UT%1207350041128316442550670547 , UUT╙╙`1w!6(106-153)(254-419)(343-623)(415-807)(494-1,020) UUT╙╙`2┌5129317441547662GOs6тf╧8 9 Е J * Ф )2GOs6тf╧8┐ 2,╙╙╙╙UU 3└UTuTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated ╙╘╙╙UU@3}UTflow--Continued 7)URUT╙╙ 4┌╙╙ 3UPUT╙╙4┌00BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙4┌(29(95-percent confidence interval)exceedancepeak used GULUT╙╙@4┌*eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 1QUJUT╙╙`5┌)peaks used(cubic feet `,[UHUT╙╙`6┌00FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`7{,4Eк Sев+ 9 Ф L Е Г ) Eк Sев+┌404Eк SеЖ)Sе°мas≈%пv 9 Г M Ф Х ) И Й4°мas≈%пv UUT°мa─g⌡°мas≈%°мapd─{~╗ 9 Х M Г И ) Й П4°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ 9! И M Х Й ) Г ЙФ≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp 9" Й P И К ) Х Пa ┘╩s≈%GіRp Г И°мa_╟dпc 9# К M Й Л ) М Нi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ 9$ Л M К М ) Н Оt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N 9% М M Л Н ) К Нi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ 9& Н P М О ) Л Оn ┘╩^/GіQ╗ К М ┘╩^/х!эE 9' О P Н П ) П Яe ┘╩^/х!эE Л Н ┘╩pdх!ч1 9( П P О Я ) О Я ┘╩pdх!ч1 Х Й ┘╩^/х!#╨v 9) Я P П Р )e ┘╩^/х!#╨v О ПF·К≥╟в+ 9* Р L Я С )lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 0Ш╞ 9+ С L Р У )╚Ёв┘` 0Ш╞Е Г╚Ёв┘` э╞├┘` H÷сот'rо 9- У K С )H÷сот'rо└*пvUTUT╙╙`8┌мa/12076500288021,3001,5401,7201,9001,430 °мaURUT╙╙`9wdD(710-906)(1,130-1,570)(1,310-1,950)(1,440-2,230)(1,570-2,530) ▐LUPUT╙╙`:┌│╘8191,3601,6501,8702,100 ,UNUT╙╙`;┌a/12078400207251,2301,5001,7201,9401,380 Й Л6ULUT╙╙`<w╟dD(622-845)(1,030-1,590)(1,230-2,060)(1,370-2,450)(1,520-2,870) О@UJUT╙╙`=┌ЩR7171,2101,4701,6701,880 SUHUT╙╙`>┌ M#12078600205488105116128106 ^/]UFUT╙╙`?w┘╩9(46.8-63.0)(74.5-112)(86.4-140)(94.6-162)(102-184) МgUDUT╙╙`@┌5591110124137 ezUBUT╙╙`A┌ Н112079000413,8106,3607,6608,6309,6009,600 d└U@UT╙╙`Bw/J(3,430-4,240)(5,610-7,490)(6,620-9,310)(7,350-10,700)(8,070-12,200) ▌U>UT╙╙`C┌ 3,7806,2707,5208,4509,370 ╟║U<UT╙╙`D┌Ш╞112080000193,8205,6306,4607,0607,6406,650 Г╚U:UT╙╙`Ew` I(3,390-4,310)(4,920-6,860)(5,540-8,220)(5,960-9,240)(6,370-10,300) ╣U8UT╙╙`F┌UT---------- 2хU6UT╙╙`G┌0$120810002091152183208232204 ╙╙рU4UT╙╙`Hw063(78-106)(128-194)(150-249)(167-293)(183-340) 530эU2UT╙╙`I┌:---------- 6ОU0UT╙╙`J┌UN1208130029304654606658 1,ЫU.UT╙╙`Kw,9*(27-33)(41-54)(47-65)(52-74)(56-84) U,UT╙╙`L┌,23147576471 4U*UT╙╙`M┌ О612082500546,16012,20015,70018,50021,40021,200 U(UT╙╙`Nw12P(5,460-6,960)(10,600-14,700)(13,300-19,600)(15,300-23,700)(17,400-28,000) (*U&UT╙╙`O┌2)$6,16012,20015,60018,40021,200 91=U$UT╙╙`P┌UB512083000544,8408,84011,00012,70014,40014,900 9GU"UT╙╙`Qw MN(4,350-5,380)(7,760-10,400)(9,470-13,400)(10,800-15,800)(12,000-18,300) QU UT╙╙`R┌╙╙#4,8308,80010,90012,60014,300 ,37dUUT╙╙`S┌D612084000139,94017,50021,80025,20028,80025,000 nUUT╙╙`Tw` Q(8,080-12,200)(14,000-25,200)(16,800-34,400)(18,900-42,400)(21,000-51,500) TxUUT╙╙`U┌--$9,98017,70022,00025,50029,100 10▀UUT╙╙`V┌20112084500231,8802,5902,9103,1303,3402,920 9∙UUT╙╙`Ww29H(1,720-2,060)(2,340-3,000)(2,590-3,460)(2,750-3,800)(2,910-4,140) UN÷UUT╙╙`X┌6 1,8602,5702,9003,1503,390 ,9╡UUT╙╙`Y┌)@120865001610,60017,20020,30022,50024,700y3┌19,500 U*╪UUT╙╙`Zw12Q(8,910-12,500)(14,200-22,900)(16,400-28,600)(17,900-33,100)(19,300-37,600) 6фUUT╙╙`[┌00%10,60017,30020,70023,10025,500 0ыUUT╙╙`\┌UT112087000222,7605,0506,3907,4808,6407,980 1ЦU UT╙╙`]wUBJ(2,340-3,240)(4,180-6,600)(5,130-8,920)(5,860-10,900)(6,600-13,200) МUUT╙╙`^┌(7 2,7605,0306,3307,3808,470 0-UUT╙╙`_┌,3/12088000426201,2501,6602,0002,3902,620 ,60 UUT╙╙``wUTD(544-707)(1,060-1,530)(1,370-2,140)(1,620-2,680)(1,890-3,310) UUUT╙╙`a┌6241,2601,6702,0102,390GOs6тf╧8 9_ В J , Ь +0GOs6тf╧8┘ ╙╙╙╙UU b└UuTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated ╙╘╙╙UU@b}50flow--Continued 40)URUT╙╙ c┌X 3UPUT╙╙c┌3,BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙c┌39(95-percent confidence interval)exceedancepeak used 2GULUT╙╙@c┌60eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis TQUJUT╙╙`d┌70peaks used(cubic feet 08[UHUT╙╙`e┌UTFStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`f{UTEк Sев+ 9` Ь L В Ы +7Eк Sев+`_,3Eк SеЖ)Sе°мas≈%пv 9a Ы M Ь З + Ш ЭT°мas≈%пv54407°мa─g⌡°мas≈%°мapd─{~╗ 9b З M Ы Ш + Э°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ 9c Ш M З Э + Ы ЭЬ≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp 9d Э P Ш Щ + Зa ┘╩s≈%GіRp Ы Ш°мa_╟dпc 9e Щ M Э Ч + Ъi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ 9f Ч M Щ Ъ +t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N 9g Ъ M Ч + Щi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ 9h P Ъ + Чn ┘╩^/GіQ╗ Щ Ъ ┘╩^/х!эE 9i P +e ┘╩^/х!эE Ч ┘╩pdх!ч1 9j P +c ┘╩pdх!ч1 З Э ┘╩^/х!#╨v 9k P +e ┘╩^/х!#╨vF·К≥╟в+ 9l L +lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв└i╔2ёgЖh 9m L +╚Ёв└i╔2ёgЖhВ Ы╚Ёв┘` чW>└i╔H÷сот'rо 9o K +H÷сот'rо├*пvUTUT╙╙`g┌мa+12090200214037279191,0701,2401,670 URUT╙╙`hwмa:(340-475)(601-959)(735-1,300)(838-1,600)(944-1,930) UPUT╙╙`i┌S4147669831,1601,350 ,UNUT╙╙`j┌9d%1209040016148179191199206190 Ш6ULUT╙╙`kw4(138-158)(166-200)(175-218)(182-231)(187-242) ╟d@UJUT╙╙`l┌─{145176190200209 SUHUT╙╙`m┌Ж$120917001192144172194216200 Gі]UFUT╙╙`nw3(77-110)(120-200)(138-260)(152-311)(165-366) ┘╩gUDUT╙╙`o┌9h93147178202227 ╩zUBUT╙╙`p┌┘╩512092000594,3108,47010,90012,80014,80016,000 E└U@UT╙╙`qwч1N(3,840-4,830)(7,370-10,000)(9,240-13,300)(10,700-16,100)(12,200-19,000) ▌U>UT╙╙`r┌/#4,3208,51011,00012,90014,900 L║U<UT╙╙`s┌·К%1209300034337590716808900681 в╚U:UT╙╙`tw9m8(296-385)(506-723)(600-912)(668-1,060)(733-1,200) i╔╣U8UT╙╙`u┌341605742844947 хU6UT╙╙`v┌612093500656,50011,70014,20016,00017,80018,300 рU4UT╙╙`ww1P(5,880-7,190)(10,300-13,500)(12,400-16,900)(13,800-19,400)(15,200-21,900) ,6эU2UT╙╙`x┌UP$6,50011,70014,20016,00017,900 1,ОU0UT╙╙`y┌j512093900134,4409,38012,20014,30016,60010,000 ╙ЫU.UT╙╙`zw58M(3,310-5,970)(6,840-15,600)(8,510-22,600)(9,730-28,600)(10,900-35,300) U,UT╙╙`{┌╙╙#4,4009,09011,60013,50015,400 21U*UT╙╙`|┌╙╙512094000554,2008,52011,00012,90014,80013,000 - U(UT╙╙`}w╙╙N(3,700-4,770)(7,310-10,300)(9,180-13,800)(10,600-16,600)(12,000-19,500) *U&UT╙╙`~┌0#4,2008,48010,90012,80014,600 0-4=U$UT╙╙`┌0)112095000392,9905,5206,8707,9108,9608,200 >GU"UT╙╙`─w4I(2,630-3,410)(4,730-6,750)(5,750-8,740)(6,500-10,300(7,250-12,000) 9QU UT╙╙`│┌ в 2,9805,4606,7707,7708,770 (5dUUT╙╙`┌┌(67120965002713,20021,00025,20028,50031,90041,500 2nUUT╙╙`┐w╙╙R(11,800-14,700)(18,400-25,200)(21,600-31,600)(24,000-36,800)(26,400-42,400) xUUT╙╙`└┌(1%13,20021,10025,40028,70032,200 9▀UUT╙╙`┘┌001209680019214358708367 11,∙UUT╙╙`├w1,(17-26)(34-63)(43-91)(51-117)(58-148) 0÷UUT╙╙`┤┌002247647995 .╡UUT╙╙`┬┌%1209695011164254299332365291 6╪UUT╙╙`┴w(4(137-197)(210-353)(240-448)(261-525)(282-607) 60фUUT╙╙`┼┌21165262314354394 ыUUT╙╙`▀┌52612097000484,75010,20014,00017,20020,80018,100 ЦU UT╙╙`▄w10O(4,150-5,440)(8,690-12,600)(11,500-18,100)(13,800-23,000)(16,300-28,900) 200МUUT╙╙`█┌80$4,78010,30014,10017,30020,800 50UUT╙╙`▌┌6212097500541,3003,2804,8906,4508,39010,500 UUT╙╙`▐w,7I(1,120-1,500)(2,740-4,100)(3,930-6,500)(5,020-8,980)(6,330-12,200) 0UUT╙╙`░┌0 1,3203,3504,9906,5708,51065GOs6тf╧8 9║ J . -1GOs6тf╧8┤ )╙╙╙╙UU ▒└1,uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated ┘╙╘╙╙UU@▒}21flow--Continued 1,)URUT╙╙ ▓┌1 3UPUT╙╙▓┌)BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙▓┌699(95-percent confidence interval)exceedancepeak used 7GULUT╙╙@▓┌40eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 4QUJUT╙╙`⌠┌,0peaks used(cubic feet UT[UHUT╙╙`■┌,1FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`∙{█0Eк Sев+ 9╒ L -Eк Sев+21275Eк SеЖ)Sе°мas≈%пv 9ё M - ▐°мas≈%пv500(2°мa─g⌡°мas≈%°мapd─{~╗ 9є M -╙°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ 9╔ M - ≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp 9і P -a ┘╩s≈%GіRp °мa_╟dпc 9ї M -i°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ 9╗ M -t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N 9╘ M -i≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ 9╙ P -n ┘╩^/GіQ╗ ┘╩^/х!эE 9╚ P -e ┘╩^/х!эE ┘╩pdх!ч1 9╛ P -c ┘╩pdх!ч1 ┘╩^/х!#╨v 9ґ P -e ┘╩^/х!#╨vF·К≥╟в+ 9ў L -lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ 9╞ L -╚Ёв┘` 1о▀ ╚Ёв┘` щ┐b┘` H÷сот'rо 9╠ K -H÷сот'rо┬*пvUTUT╙╙`√┌мa%1209770022143294397487589470 URUT╙╙`≈wЖ4(119-172)(238-401)(307-587)(365-765)(427-981) MUPUT╙╙`≤┌>142288384466555 ,UNUT╙╙`≥┌≈%612097850159,45020,20026,40031,20036,20022,800 6ULUT╙╙` wQ(7,190-12,500)(15,000-32,300)(18,800-46,500)(21,600-58,600)(24,400-72,200) @UJUT╙╙`⌡┌$9,58020,40026,60031,30036,100 SUHUT╙╙`°┌│N-12099600194859351,1701,3501,5301,200 ╩]UFUT╙╙`²w@(394-600)(739-1,320)(897-1,770)(1,010-2,130)(1,120-2,520) ┘╩gUDUT╙╙`·┌9╚4869321,1601,3401,520 х!zUBUT╙╙`÷┌х!7121000001811,50019,20022,60025,10027,50023,100 ^/└U@UT╙╙`═w PQ(9,700-13,700)(15,800-25,400)(18,300-31,700)(19,900-36,400)(21,500-41,000) К▌U>UT╙╙`║┌%11,60019,40023,10025,80028,500 ╞║U<UT╙╙`╒┌7121015002721,00040,50051,40059,90068,80057,000 ╚U:UT╙╙`ёwS(17,700-24,800)(33,300-52,900)(41,100-71,000)(46,900-86,000)(52,700-102,000) 14╣U8UT╙╙`є┌4%21,10040,60051,50059,90068,700 2хU6UT╙╙`╔┌(3%12102800174.66.37.17.88.47.4 рU4UT╙╙`іw63(4.1-5.1)(5.6-7.5)(6.3-8.8)(6.7-9.9)(7.1-11) 6,4эU2UT╙╙`ї┌2,4.76.77.88.89.8 ОU0UT╙╙`╗┌(1210320016101416171917 1,6ЫU.UT╙╙`╘w-7+(9.0-11)(13-17)(14-20)(15-23)(16-25) 6,6U,UT╙╙`╙┌1015182022 NU*UT╙╙`╚┌93112103400111,1902,9004,1105,1706,3904,690 U(UT╙╙`╛w20H(829-1,690)(1,990-5,550)(2,650-9,300)(3,190-13,200)(3,760-18,300) 1*U&UT╙╙`ґ┌х! 1,2302,9804,1705,1806,280 11=U$UT╙╙`ў┌0/12103500208921,8902,5003,0003,5403,400 9,7GU"UT╙╙`╞w-2F(714-1,110)(1,470-2,730)(1,870-3,920)(2,180-4,980)(2,500-6,190) QU UT╙╙`╟┌008871,8502,4202,8703,350 dUUT╙╙`╠┌15+12104000322746569471,2201,5401,660 000nUUT╙╙`╡wё<(227-328)(527-879)(727-1,370)(904-1,870)(1,100-2,500) 0-xUUT╙╙`Ё┌2,2746479191,1601,440 ▀UUT╙╙`Є┌9m612104500454,72011,50016,10020,10024,60022,000 ∙UUT╙╙`╣w7O(3,990-5,580)(9,370-14,800)(12,700-22,000)(15,400-28,600)(18,500-36,400) эU2÷UUT╙╙`І┌4$4,71011,30015,60019,30023,300 (╡UUT╙╙`Ї┌4%1210470013173305375428482324 ╪UUT╙╙`╦w144(139-215)(242-446)(287-597)(320-722)(352-858) 8фUUT╙╙`╧┌╙╙172303372425478 ыUUT╙╙`╨┌,1/12105000244641,0201,3821,7002,0602,380 0)ЦU UT╙╙`╩w50B(379-566)(804-1,410)(1,050-2,080)(1,250-2,700)(1,470-3,450) МUUT╙╙`╪┌04681,0301,3901,7002,040 UUT╙╙`Ґ┌0112105710311,1002,0702,5402,8703,2002,400 UUT╙╙`Ўw-2F(934-1,300)(1,710-2,670)(2,050-3,410)(2,280-3,970)(2,500-4,520) UUT╙╙`©┌87 1,1002,0702,5502,8803,23040GOs6тf╧8 9Ц J 0 /GOs6тf╧8┴ ,3╙╙╙╙UU ю└,1uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 0╙╘╙╙UU@ю}Uflow--Continued )URUT╙╙ а┌70 3UPUT╙╙а┌15BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙а┌309(95-percent confidence interval)exceedancepeak used 3GULUT╙╙@а┌╦eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis QUJUT╙╙`б┌,1peaks used(cubic feet 21[UHUT╙╙`ц┌)FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`д{UTEк Sев+ 9Д L / Eк Sев+┌012Eк SеЖ)Sе°мas≈%пv 9Е M / ╙°мas≈%пv1,3)°мa─g⌡°мas≈%°мapd─{~╗ 9Ф M / &°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ 9Г M / ≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp 9Х P! /&a ┘╩s≈%GіRp°мa_╟dпc 9И! M " /#$T°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ 9Й" M!# /$%t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N 9К# M"$ /!$i≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ 9Л$ P#% /"%n ┘╩^/GіQ╗!# ┘╩^/х!эE 9М% P$& /&'e ┘╩^/х!эE"$ ┘╩pdх!ч1 9Н& P%' /%'c ┘╩pdх!ч1 ┘╩^/х!#╨v 9О' P&( /e ┘╩^/х!#╨v%&F·К≥╟в+ 9П( L') /lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ 9Я) L(+ /╚Ёв┘` 1о▀╚Ёв┘` щ┐b┘` H÷сот'rо 9С+ K) /H÷сот'rо┼*пvUTUT╙╙`е┌мa-12106000104168221,0601,2601,4701,010 URUT╙╙`фwмa<(310-556)(606-1,410)(750-2,100)(858-2,740)(968-3,500) UPUT╙╙`г┌┘╩4027649571,1101,270 ,UNUT╙╙`х┌ P7121065003211,30019,90024,50027,90031,50027,800 9И6ULUT╙╙`иwTQ(9,880-12,900)(17,000-24,500)(20,400-31,500)(22,900-37,000)(25,400-42,800) t@UJUT╙╙`й┌мa%11,20019,70024,20027,40030,900 SUHUT╙╙`к┌$$121072002165110131146161128 ]UFUT╙╙`лwQ╗1(56-77)(92-142)(107-178)(117-206)(127-233) ╩gUDUT╙╙`м┌9М66115139157176 ╩zUBUT╙╙`н┌┘╩/12108500526411,3001,7402,1102,5202,640 х!└U@UT╙╙`оwх!D(568-722)(1,130-1,570)(1,460-2,180)(1,730-2,730)(2,030-3,370) ▌U>UT╙╙`п┌6401,2901,7102,0602,450 ║U<UT╙╙`я┌` /12112500126471,1301,3901,5901,8001,570 ╚U:UT╙╙`рw┐bB(520-804)(895-1,670)(1,060-2,250)(1,190-2,750)(1,310-3,300) ╣U8UT╙╙`с┌6611,1801,4701,6901,930 хU6UT╙╙`т┌1/12112600366861,3801,8302,2002,6104,200 310рU4UT╙╙`уw(7D(593-792)(1,160-1,740)(1,490-2,420)(1,750-3,030)(2,030-3,740) эU2UT╙╙`ж┌UT6911,4001,8602,2302,640 ОU0UT╙╙`в┌,97121130002511,70020,70025,40028,90032,30028,100 )(ЫU.UT╙╙`ьw,4R(10,000-13,700)(17,400-26,600)(20,700-34,200)(23,100-40,200)(25,400-46,400) U,UT╙╙`ы┌ %11,70020,60025,20028,60031,900 0U*UT╙╙`з┌!121132002244728493102112 - U(UT╙╙`шw7--(40-52)(62-89)(71-110)(77-125)(83-140) 3*U&UT╙╙`э┌UT477489100110 05=U$UT╙╙`щ┌2!12113300175.29.212141615 оGU"UT╙╙`чw(1.(4.3-6.1)(7.6-12)(9.3-17)(11-21)(12-26) QU UT╙╙`ъ┌╙╙5.39.6121517 1,7dUUT╙╙`Ю┌U</12113500198171,8402,5303,1003,7703,160 590nUUT╙╙`АwU:F(643-1,040)(1,410-2,740)(1,840-4,140)(2,190-5,480)(2,570-7,080) xUUT╙╙`Б┌UT8191,8202,4703,0003,590 ▀UUT╙╙`Ц┌UT-12114000394479811,3501,6802,0602,340 0∙UUT╙╙`ДwU4B(384-520)(817-1,240)(1,090-1,820)(1,320-2,360)(1,570-3,020) ÷UUT╙╙`Е┌4509881,3501,6702,040 00╡UUT╙╙`Ф┌0 112114500401,6403,4904,6405,6006,6507,620 ,╪UUT╙╙`Гw9mH(1,410-1,910)(2,900-4,420)(3,750-6,190)(4,420-7,750)(5,130-9,510) ,2фUUT╙╙`Х┌) 1,6503,5204,6805,6406,670 ыUUT╙╙`И┌5,112115000502,7005,3306,7907,9209,0909,490 2ЦU UT╙╙`Йw1J(2,370-3,070)(4,570-6,470)(5,680-8,560)(6,520-10,200)(7,360-12,000) МUUT╙╙`К┌4 2,7105,3606,8307,9709,140 щUUT╙╙`Л┌5.$121153003279117126132138125 (1 UUT╙╙`М┌-1-- -- -- -- -- ) UUT╙╙`Н┌╙╙----------7GOs6тf╧8 :%- J 2. 1,GOs6тf╧8▀ А╙╙╙╙UU О└)uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated ╙╙╘╙╙UU@О}3flow--Continued ,6)URUT╙╙ П┌U 3UPUT╙╙П┌20BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙П┌19(95-percent confidence interval)exceedancepeak used GULUT╙╙@П┌6eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 0QUJUT╙╙`Я┌Хpeaks used(cubic feet 40[UHUT╙╙`Р┌╙╙FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`С{-30Eк Sев+ :&. L-/ 1)Eк Sев+МUUTEк SеЖ)Sе°мas≈%пv :'/ M.0 112╙°мas≈%пv0379°мa─g⌡°мas≈%°мapd─{~╗ :(0 M/1 128-°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ :)1 M02 1/2.≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp :*2 P13 108a ┘╩s≈%GіRp/1°мa_╟dпc :+3 M24 156i°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ :,4 M35 167t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N :-5 M46 136i≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ :.6 P57 147n ┘╩^/GіQ╗35 ┘╩^/х!эE :/7 P68 189e ┘╩^/х!эE46 ┘╩pdх!ч1 :08 P79 179c ┘╩pdх!ч102 ┘╩^/х!#╨v :19 P8: 1e ┘╩^/х!#╨v78F·К≥╟в+ :2: L9; 1lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 0Ш╞ :3; L:= 1╚Ёв┘` 0Ш╞-/╚Ёв┘` э╞├┘` H÷сот'rо :5= K; 1H÷сот'rо▄*пvUTUT╙╙`Т┌мa112115500501,6603,1503,9404,5305,1304,200 aURUT╙╙`УwdH(1,470-1,880)(2,720-3,790)(3,330-4,900)(3,770-5,780)(4,210-6,680) SUPUT╙╙`Ж┌ 1,6503,1103,8704,4305,010 3,UNUT╙╙`В┌≈%/12115700125501,5202,2102,8003,4701,800 566ULUT╙╙`ЬwпcC(367-825)(989-3,130)(1,350-5,390)(1,630-7,580)(1,940-10,400) °мa@UJUT╙╙`Ы┌▄╩5451,4302,0002,4502,940 SUHUT╙╙`Ш┌3#12116100514889112129147131 │N]UFUT╙╙`ЭwGі0(43-54)(78-106)(95-138)(109-163)(122-190) 5gUDUT╙╙`Щ┌4786107122137 ezUBUT╙╙`Ч┌6/12117000408841,9102,5603,1103,7103,130 pd└U@UT╙╙`Ъw/F(758-1,030)(1,590-2,420)(2,060-3,430)(2,440-4,320)(2,850-5,340) ▌U>UT╙╙`┌8831,9002,5203,0503,610 ║U<UT╙╙`┌Ёв$121185003182167211244276221 ╚U:UT╙╙`w/2(68-98)(135-221)(166-293)(189-350)(210-408) ╣U8UT╙╙`┌со84177227267306 хU6UT╙╙`┌UT%1211960022218380460519577510 5рU4UT╙╙`w304(185-257)(315-497)(372-633)(412-738)(450-846) ,7эU2UT╙╙`┌(3219385468531593 ОU0UT╙╙`┌Ж%1211970016154256314362412362 3ЫU.UT╙╙`w≈%4(131-180)(214-336)(255-445)(286-539)(318-646) ULU,UT╙╙` ┌154257316365415 U*UT╙╙` ┌-7#12119800274286116143173241 `Ы U(UT╙╙`w,00(36-50)(71-112)(92-163)(110-211)(129-270) 48*U&UT╙╙`┌314388120147178 Gі=U$UT╙╙` ┌6)/12120600106401,5502,1202,5703,0601,360 ┌GU"UT╙╙`w13D(428-964)(1,020-3,260)(1,320-5,220)(1,540-7,070)(1,760-9,260) 30QU UT╙╙`┌Ъ6521,5502,0902,5002,930 dUUT╙╙`┌,4/12121000196621,3001,7002,0502,4402,610 31nUUT╙╙`w3,D(546-799)(1,040-1,780)(1,320-2,560)(1,540-3,270)(1,770-4,120) UTxUUT╙╙`┌8-6701,3201,7302,0802,460 ▀UUT╙╙`┌UT112121600331,4702,7603,3803,8204,2403,200 ∙UUT╙╙`w21H(1,260-1,730)(2,300-3,520)(2,750-4,480)(3,060-5,200)(3,350-5,910) 33÷UUT╙╙`┌46 1,4702,7403,3403,7704,180 4╡UUT╙╙`┌UT%1212170011153310398466535359 3╪UUT╙╙`wUT6(113-208)(226-536)(277-774)(315-980)(351-1,210) фUUT╙╙`┌UT151299378437495 ыUUT╙╙`┌UT%1212250016161334429503578420 3ЦU UT╙╙`wUT6(125-208)(252-512)(312-719)(356-893)(399-1,080) МUUT╙╙`┌╙╙165345446524604 UUT╙╙`┌╙╙$121230001078135165187209132 2 UUT╙╙`w3(61-100)(105-213)(123-288)(136-351)(149-419) 0-5UUT╙╙`┌)83153194227260TGOs6тf╧8 :i? J 4@ 3 GOs6тf╧8█ ,7╙╙╙╙UU └10uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 6╙╘╙╙UU@ }08flow--Continued ╙╙)URUT╙╙ !┌3 3UPUT╙╙!┌4BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙!┌,29(95-percent confidence interval)exceedancepeak used 0GULUT╙╙@!┌UeNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 7QUJUT╙╙`"┌51peaks used(cubic feet 1[UHUT╙╙`#┌5 FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`${082Eк Sев+ :j@ L?A 3Eк Sев+13Eк SеЖ)Sе°мas≈%пv :kA M@B 3CD6°мas≈%пv UUT°мa─g⌡°мas≈%°мapd─{~╗ :lB MAC 3DJm°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ :mC MBD 3AD@≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp :nD PCE 3BJa ┘╩s≈%GіRpAC°мa_╟dпc :oE MDF 3GHi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ :pF MEG 3HIt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N :qG MFH 3EHi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ :rH PGI 3FIn ┘╩^/GіQ╗EG ┘╩^/х!эE :sI PHJ 3JKe ┘╩^/х!эEFH ┘╩pdх!ч1 :tJ PIK 3IKc ┘╩pdх!ч1BD ┘╩^/х!#╨v :uK PJL 3e ┘╩^/х!#╨vIJF·К≥╟в+ :vL LKM 3lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ :wM LLO 3╚Ёв┘` 1о▀?A╚Ёв┘` щ┐b┘` H÷сот'rо :yO KM 3H÷сот'rо▌*пvUTUT╙╙`%┌мa1212330021244251576260 ACURUT╙╙`&wd,(20-29)(34-56)(40-71)(44-82)(48.2-93) │╘UPUT╙╙`'┌A2545556371 L,UNUT╙╙`(┌│╘%1212400022126186213233252222 E6ULUT╙╙`)w≈%4(112-141)(163-224)(184-266)(198-298)(212-329) i@UJUT╙╙`*┌on129197231258284 SUHUT╙╙`+┌:p/12125000187381,2401,5001,6901,8801,520 ~╘]UFUT╙╙`,wGіD(624-874)(1,030-1,650)(1,210-2,110)(1,340-2,470)(1,460-2,850) gUDUT╙╙`-┌7751,3701,7101,9802,260 zUBUT╙╙`.┌/112125200311,4402,1902,5202,7502,9602,470 E└U@UT╙╙`/wч1H(1,290-1,600)(1,940-2,590)(2,190-3,070)(2,360-3,400)(2,520-3,730) P▌U>UT╙╙`0┌┘╩ 1,4602,2602,6402,9103,170 ║U<UT╙╙`1┌%1212600029304445515566618680 ╚U:UT╙╙`2w4(278-333)(400-513)(455-614)(494-691)(532-771) Ёв╣U8UT╙╙`3┌со305452528584642 хU6UT╙╙`4┌со112126500241,1401,6901,9402,1102,2801,910 ╙рU4UT╙╙`5w2H(1,020-1,280)(1,490-2,020)(1,680-2,400)(1,800-2,670)(1,920-2,940) 4-эU2UT╙╙`6┌UP 1,1701,8102,1302,3702,620 LОU0UT╙╙`7┌│╘)12127100264407048389391,0401,090 LЫU.UT╙╙`8w:(390-496)(612-853)(713-1,060)(786-1,220)(858-1,390) U,UT╙╙`9┌14387008339341,030 ╙╙U*UT╙╙`:┌1%1212730012109147162174184154 ╘ U(UT╙╙`;wGі5(97.1-123)(129-181)(141-210)(148-231)(155-252) *U&UT╙╙`<┌UD106144160174186 =U$UT╙╙`=┌2,%1212760011142215248273297214 ,GU"UT╙╙`>w,74(119-170)(178-294)(202-365)(217-421)(232-478) (1QU UT╙╙`?┌-3142217253282310 dUUT╙╙`@┌UT612130500266,41012,60016,30019,30022,50020,000 nUUT╙╙`Aw60P(5,410-7,580)(10,300-16,500)(12,900-22,700)(15,000-28,200)(17,100-34,300) 14xUUT╙╙`B┌71$6,48012,80016,60019,70022,900 ▀UUT╙╙`C┌╙╙612131000285,58010,50013,40015,80018,30017,100 ∙UUT╙╙`Dw5O(4,790-6,490)(8,800-13,400)(10,900-18,100)(12,500-22,100)(14,200-26,600) эU2÷UUT╙╙`E┌1$5,62010,60013,60016,10018,700 UT╡UUT╙╙`F┌71%1213270020107183220246272217 .╪UUT╙╙`Gw3(91-127)(152-240)(178-304)(196-353)(213-404) 0) фUUT╙╙`H┌1107185224252281 ыUUT╙╙`I┌:@121330007323,00042,70053,40061,70071,000y4┌55,000 ЦU UT╙╙`Jw1)R(21,000-25,300)(38,000-49,200)(46,700-63,200)(53,200-74,300)(59,700-86,000) МUUT╙╙`K┌76%23,20043,90055,50064,50073,800 TUUT╙╙`L┌19/12133500129372,0002,6703,2203,8302,300 QU UUT╙╙`Mw1F(699-1,250)(1,460-3,370)(1,860-5,110)(2,170-6,760)(2,480-8,740) UUT╙╙`N┌0,----------AGOs6тf╧8 :╚Q J 6R 50GOs6тf╧8▐ U╙╙╙╙UU O└6uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated T╙╘╙╙UU@O},7flow--Continued 3,)URUT╙╙ P┌0) 3UPUT╙╙P┌6,BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙P┌719(95-percent confidence interval)exceedancepeak used GULUT╙╙@P┌24eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 2QUJUT╙╙`Q┌2,peaks used(cubic feet 4[UHUT╙╙`R┌UTFStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`S{,0 Eк Sев+ :╛R LQS 5Eк Sев+UUTEк SеЖ)Sе°мas≈%пv :ґS MRT 5UV0°мas≈%пv`M1°мa─g⌡°мas≈%°мapd─{~╗ :ўT MSU 5V\2°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ :╞U MTV 5SVR≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp :╟V PUW 5T\a ┘╩s≈%GіRpSU°мa_╟dпc :╠W MVX 5YZi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ :╡X MWY 5Z[t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N :ЁY MXZ 5WZi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ :ЄZ PY[ 5X[n ┘╩^/GіQ╗WY ┘╩^/х!эE :╣[ PZ\ 5\]e ┘╩^/х!эEXZ ┘╩pdх!ч1 :І\ P[] 5[]c ┘╩pdх!ч1TV ┘╩^/х!#╨v :Ї] P\^ 5e ┘╩^/х!#╨v[\F·К≥╟в+ :╦^ L]_ 5lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ :╧_ L^a 5╚Ёв┘` 1о▀QS╚Ёв┘` щ┐b┘` H÷сот'rо :╩a K_ 5H÷сот'rо░*пvUTUT╙╙`T┌мa7121340002113,70024,70030,60035,10039,70028,400 ЖURUT╙╙`Uw~╗R(11,600-16,300)(20,300-32,700)(24,400-43,000)(27,400-51,400)(30,400-60,400) UPUT╙╙`V┌Gі%13,70024,80030,80035,40040,100 %,UNUT╙╙`W┌╟d:121345006839,20073,00090,900104,000118,000102,000 6ULUT╙╙`XwмaV(35,500-43,400)(64,500-84,700)(78,900-108,000)(89,400-127,000)(100,000-146,000) @UJUT╙╙`Y┌ M'39,10072,70090,400103,000117,000 GіSUHUT╙╙`Z┌/112135000392,1203,1603,6804,0804,4704,210 ╗]UFUT╙╙`[wэEH(1,960-2,300)(2,870-3,580)(3,290-4,300)(3,590-4,850)(3,890-5,420) PgUDUT╙╙`\┌┘╩ 2,0903,1003,6003,9804,350 zUBUT╙╙`]┌/12135500219722,0802,8603,5604,3604,020 ^ L└U@UT╙╙`^w·КF(792-1,190)(1,650-2,920)(2,170-4,390)(2,600-5,830)(3,080-7,620) ▌U>UT╙╙`_┌о▀9421,9402,5703,1103,700 ║U<UT╙╙``┌:╩7121375002915,60028,40035,00039,90044,80034,600 ╚U:UT╙╙`aw╙╙R(13,400-18,200)(23,800-36,100)(28,600-46,500)(32,000-54,700)(35,400-63,100) ╣U8UT╙╙`b┌,3%15,20027,10032,80037,00041,100 ,хU6UT╙╙`c┌0-112141000321,2902,1002,4902,7703,0502,350 рU4UT╙╙`dwUNH(1,150-1,450)(1,830-2,520)(2,130-3,090)(2,340-3,520)(2,540-3,960) 0 эU2UT╙╙`e┌мa 1,2802,0902,4802,7603,040 )ОU0UT╙╙`f┌J:121411001756,00082,20095,400105,000115,000106,000 ЫU.UT╙╙`gw03V(49,600-63,000)(71,900-101,000)(81,600-123,000)(88,500-140,000)(95,300-159,000) U,UT╙╙`h┌эE'55,20081,00094,100104,000114,000 300U*UT╙╙`i┌,87121413003516,50027,20031,90035,20038,30030,200 80 U(UT╙╙`jw╙╙R(14,700-18,700)(23,600-32,700)(27,300-39,600)(29,700-44,600)(32,000-49,400) *U&UT╙╙`k┌-2%16,40027,00031,70035,10038,300 0=U$UT╙╙`l┌╙╙7121415002012,50023,70030,10035,10040,30026,700 ┌:╩GU"UT╙╙`mw00R(10,400-15,100)(19,200-32,400)(23,500-44,000)(26,700-53,900)(30,000-64,800) QU UT╙╙`n┌0-%12,50023,70030,10035,00040,100 dUUT╙╙`o┌,3612142000657,52012,60015,00016,80018,40015,800 nUUT╙╙`pw1,P(6,890-8,220)(11,300-14,400)(13,300-17,500)(14,700-19,800)(16,000-22,100) ,5xUUT╙╙`q┌(2$7,49012,50014,90016,70018,300 ╙╙▀UUT╙╙`r┌,0'12142300154407348849981,110910 ┌J∙UUT╙╙`sw00:(368-526)(603-996)(706-1,290)(780-1,520)(852-1,770) ÷UUT╙╙`t┌)4327148559611,070 23╡UUT╙╙`u┌00612143000438,57014,70017,60019,70021,80015,800 ╪UUT╙╙`vw14P(7,640-9,620)(12,800-17,500)(15,100-21,600)(16,700-24,700)(18,200-27,700) 00фUUT╙╙`w┌j$8,71014,60017,50019,60021,700 )ыUUT╙╙`x┌9,1214330020234149556044 UTЦU UT╙╙`yw40*(19-28)(33-55)(39-70)(43-80)(46-91) МUUT╙╙`z┌22341505663 ,UUT╙╙`{┌261214331011183037424731 10, UUT╙╙`|w0-*(14-22)(24-47)(28-63)(31-76)(34-89) UUT╙╙`}┌UT19364654620GOs6тf╧8 :Мc J 8d 7╙GOs6тf╧8▒ 80╙╙╙╙UU ~└UuTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 2╙╘╙╙UU@~},9flow--Continued ╙╙)URUT╙╙ ┌,0 3UPUT╙╙┌9BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙┌529(95-percent confidence interval)exceedancepeak used GULUT╙╙@┌12eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 0QUJUT╙╙`─┌(1peaks used(cubic feet 00[UHUT╙╙`│┌jFStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`┌{44TEк Sев+ :Нd Lce 7-Eк Sев+1) UEк SеЖ)Sе°мas≈%пv :Оe Mdf 7gh2°мas≈%пv374°мa─g⌡°мas≈%°мapd─{~╗ :Пf Meg 7hn-°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ :Яg Mfh 7ehd≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp :Рh Pgi 7fna ┘╩s≈%GіRpeg°мa_╟dпc :Сi Mhj 7kli°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ :Тj Mik 7lmt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N :Уk Mjl 7il≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ :Жl Pkm 7jmn ┘╩^/GіQ╗ik ┘╩^/х!эE :Вm Pln 7noe ┘╩^/х!эEjl ┘╩pdх!ч1 :Ьn Pmo 7moc ┘╩pdх!ч1fh ┘╩^/х!#╨v :Ыo Pnp 7e ┘╩^/х!#╨vmnF·К≥╟в+ :Зp Loq 7lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 2ёg :Шq Lps 7╚Ёв┘` 2ёgce╚Ёв┘` чW>┘` H÷сот'rо :Щs Kq 7H÷сот'rо▓*пvUTUT╙╙`┐┌мa312143400363,8007,1908,94010,20011,5008,450 pdURUT╙╙`└w─{K(3,280-4,400)(6,050-9,010)(7,350-11,700)(8,280-13,800)(9,180-15,900) ─gКUPUT╙╙`┘┌┘╩"3,7907,1408,86010,10011,400 ,UNUT╙╙`├┌Rp612143600156,00010,10012,00013,40014,70010,800 6ULUT╙╙`┤wмaN(4,970-7,280)(8,170-13,900)(9,480-17,600)(10,400-20,500)(11,200-23,400) @UJUT╙╙`┬┌┘╩#5,9209,93011,80013,20014,500 SUHUT╙╙`┴┌┘╩$121437005181158198227257189 ]UFUT╙╙`┼wm2(71-92)(135-191)(166-248)(188-292)(210-337) gUDUT╙╙`▀┌┘╩81160202232264 dzUBUT╙╙`▄┌ P%1214390015123227287335386256 ╩└U@UT╙╙`█w:Ы4(100-151)(181-325)(220-448)(250-565)(280-678) ▌U>UT╙╙`▌┌127242313370432 ║U<UT╙╙`▐┌й 512144000605,0509,36011,60013,30014,90013,000 ╚U:UT╙╙`░wЁвN(4,530-5,620)(8,210-11,000)(9,970-14,000)(11,300-16,400)(12,500-18,700) ╣U8UT╙╙`▒┌#5,0409,37011,60013,30014,900 3,хU6UT╙╙`▓┌0,7121445003831,10056,30068,70077,60086,40078,800 (6рU4UT╙╙`⌠w-1T(27,100-35,600)(48,000-69,300)(57,300-87,600)(63,900-101,000)(70,100-115,000) 00эU2UT╙╙`■┌╙╙%30,90055,60067,60076,20084,600 0ОU0UT╙╙`∙┌0,112145500501,9203,5904,5805,3806,2406,220 ,ЫU.UT╙╙`√w)H(1,720-2,140)(3,140-4,260)(3,910-5,640)(4,510-6,800)(5,140-8,090) 1U,UT╙╙`≈┌UH 1,9103,5504,5005,2606,070 58U*UT╙╙`≤┌%1214600027226331387431477480 1 U(UT╙╙`≥w924(207-247)(298-381)(342-463)(375-530)(408-602) d*U&UT╙╙` ┌ P228341404454507 =U$UT╙╙`⌡┌U@)12147000333696688409771,1201,000 0GU"UT╙╙`°w80:(324-420)(572-820)(701-1,080)(799-1,300)(900-1,540) QU UT╙╙`²┌403706858479851,130 13dUUT╙╙`·┌ 212147500424,7107,5008,8209,77010,7009,560 nUUT╙╙`÷w1,K(4,270-5,190)(6,680-8,700)(7,720-10,500)(8,450-11,900)(9,150-13,200) 14xUUT╙╙`═┌╙╙!4,6507,3508,6009,50010,400 ▀UUT╙╙`║┌40112147600331,1401,8402,1802,4202,6602,190 ∙UUT╙╙`╒w7,H(1,020-1,280)(1,610-2,190)(1,870-2,680)(2,060-3,050)(2,230-3,430) 90÷UUT╙╙`ё┌6, 1,1001,7202,0002,1902,370 12╡UUT╙╙`є┌59112148000113,4205,5906,7707,6708,6106,500 ╪UUT╙╙`╔w40K(2,810-4,160)(4,540-8,000)(5,320-10,600)(5,880-12,800)(6,430-15,300) 910фUUT╙╙`і┌0 3,3005,2806,3007,0607,840 60ыUUT╙╙`ї┌4%1214810020124214261296331242 7ЦU UT╙╙`╗w424(106-146)(178-280)(211-361)(235-426)(258-495) 3МUUT╙╙`╘┌U$125217267305344 UUT╙╙`╙┌9612148500616,61011,90014,70016,70018,80017,400 UUT╙╙`╚w99P(5,970-7,310)(10,500-13,900)(12,700-17,500)(14,300-20,400)(15,900-23,300) ·UUT╙╙`╛┌4,$6,57011,80014,50016,40018,400UGOs6тf╧8 ;/u J :v 97GOs6тf╧8⌠ 0)╙╙╙╙UU ґ└═uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated T╙╘╙╙UU@ґ},0flow--Continued ,1)URUT╙╙ ў┌(2 3UPUT╙╙ў┌90BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙ў┌19(95-percent confidence interval)exceedancepeak used 0GULUT╙╙@ў┌(4eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis ,QUJUT╙╙`╞┌UTpeaks used(cubic feet 21[UHUT╙╙`╟┌ 7FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`╠{╘$Eк Sев+ ;0v Luw 99Eк Sев+10,9Eк SеЖ)Sе°мas≈%пv ;1w Mvx 9yz9°мas≈%пv-1300°мa─g⌡°мas≈%°мapd─{~╗ ;2x Mwy 9z─T°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ ;3y Mxz 9wzv≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp ;4z Py{ 9x─a ┘╩s≈%GіRpwy°мa_╟dпc ;5{ Mz| 9}~i°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ ;6| M{} 9~t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N ;7} M|~ 9{~i≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ ;8~ P} 9|n ┘╩^/GіQ╗{} ┘╩^/х!эE ;9 P~─ 9─│e ┘╩^/х!эE|~ ┘╩pdх!ч1 ;:─ P│ 9│c ┘╩pdх!ч1xz ┘╩^/х!#╨v ;;│ P─┌ 9e ┘╩^/х!#╨v─F·К≥╟в+ ;<┌ L│┐ 9lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 0Ш╞ ;=┐ L┌┘ 9╚Ёв┘` 0Ш╞uw╚Ёв┘` э╞├┘` H÷сот'rо ;?┘ K┐ 9H÷сот'rо■*пvUTUT╙╙`╡┌мa7121490006730,10052,80064,20072,60081,00065,200 ЖURUT╙╙`Ёw~╗R(27,400-33,000)(47,100-60,500)(56,400-75,500)(63,100-86,900)(69,600-98,400) UPUT╙╙`Є┌Gі%30,10052,60064,00072,30080,700 %,UNUT╙╙`╣┌╟d<121508003363,000101,000120,000134,000148,000150,000 мa6ULUT╙╙`Іw▄╩Y(56,600-70,200)(88,900-119,000)(104,000-147,000)(114,000-168,000)(124,000-190,000) N@UJUT╙╙`Ї┌{)63,000101,000121,000136,000150,000 SUHUT╙╙`╦┌Q╗312152500375,1007,7609,0109,90010,80010,500 ^/]UFUT╙╙`╧w PK(4,650-5,600)(6,960-8,950)(7,940-10,700)(8,630-12,000)(9,290-13,300) cgUDUT╙╙`╨┌z!5,0007,5108,6309,43010,200 zUBUT╙╙`╩┌х!%1215300027265450544614684625 ┐└U@UT╙╙`╪w╟4(231-304)(384-560)(453-707)(503-823)(552-942) ;=▌U>UT╙╙`Ґ┌266454551624697 ║U<UT╙╙`Ў┌:121555002556,20083,20096,400106,000116,000136,000 ╚U:UT╙╙`©wU(50,700-62,200)(73,900-98,200)(84,000-118,000)(91,100-133,000)(98,000-148,000) Ж╣U8UT╙╙`ю┌~╗---------- хU6UT╙╙`а┌6,1215640021254047535850 00-рU4UT╙╙`бw╙╙*(21-28)(34-50)(39-63)(43-72)(47-82) эU2UT╙╙`ц┌╣2440485359 3ОU0UT╙╙`д┌00%1215700023163235270295320306 ╙ЫU.UT╙╙`еw0-4(147-180)(210-276)(236-329)(255-369)(273-411) 8,U,UT╙╙`ф┌00165242282312343 U*UT╙╙`г┌127121610005216,10024,20027,80030,30032,70032,400 5, U(UT╙╙`хw,9R(15,000-17,400)(22,100-27,200)(25,000-31,900)(27,000-35,200)(28,900-38,500) *U&UT╙╙`и┌(9%15,90023,80027,20029,60031,900 5=U$UT╙╙`й┌9,7121625002019,30026,60029,60031,60033,40027,700 46GU"UT╙╙`кwUTR(17,500-21,400)(23,700-31,400)(26,000-36,000)(27,500-39,200)(28,800-42,200) QU UT╙╙`л┌%18,80025,70028,60030,50032,400 2dUUT╙╙`м┌6,112164000312,7804,1304,7405,1805,6004,730 nUUT╙╙`нw3,H(2,530-3,060)(3,690-4,800)(4,170-5,680)(4,500-6,320)(4,820-6,970) ╙╙xUUT╙╙`о┌- 2,7704,1404,7805,2505,710 64▀UUT╙╙`п┌5112165000192,9504,7205,6006,2506,8906,440 -∙UUT╙╙`яw) H(2,560-3,410)(4,010-6,000)(4,640-7,490)(5,090-8,660)(5,520-9,880) 16÷UUT╙╙`р┌3 2,8604,4905,2605,8306,390 80╡UUT╙╙`с┌29512166500137,3209,37010,30010,90011,60010,400 2╪UUT╙╙`тwUTM(6,670-8,020)(8,490-11,000)(9,170-12,600)(9,630-13,700)(10,100-14,900) TфUUT╙╙`у┌5,"7,0008,9109,78010,40011,100 ыUUT╙╙`ж┌,27121670006823,00032,70036,50038,90041,00036,700 27,ЦU UT╙╙`вw 5R(21,600-24,600)(30,400-35,900)(33,500-40,500)(35,500-43,500)(37,300-46,300) МUUT╙╙`ь┌%22,80032,20035,90038,20040,300 -UUT╙╙`ы┌,2112168500304,0906,0807,0507,7508,4507,440 5 UUT╙╙`зw0I(3,720-4,500)(5,450-7,060)(6,200-8,440)(6,730-9,500)(7,250-10,600) 7UUT╙╙`ш┌н 4,0005,8706,7407,3707,990)GOs6тf╧8 ;q┤ J <┬ ;╙GOs6тf╧8∙ 0╙╙╙╙UU э└╙╙uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 7╙╘╙╙UU@э})flow--Continued U)URUT╙╙ щ┌2 3UPUT╙╙щ┌39BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙щ┌UT9(95-percent confidence interval)exceedancepeak used GULUT╙╙@щ┌,1eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 3QUJUT╙╙`ч┌0peaks used(cubic feet UT[UHUT╙╙`ъ┌1,FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`Ю{ьEк Sев+ ;r┬ L┤┴ ;Eк Sев+11285Eк SеЖ)Sе°мas≈%пv ;s┴ M┬┼ ;▀▄з°мas≈%пv500(5°мa─g⌡°мas≈%°мapd─{~╗ ;t┼ M┴▀ ;▄▓°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ ;u▀ M┼▄ ;┴▄┬≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp ;v▄ P▀█ ;┼▓a ┘╩s≈%GіRp┴▀°мa_╟dпc ;w█ M▄▌ ;▐░i°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ ;x▌ M█▐ ;░▒t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N ;y▐ M▌░ ;█░i≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ ;z░ P▐▒ ;▌▒n ┘╩^/GіQ╗█▐ ┘╩^/х!эE ;{▒ P░▓ ;▓⌠e ┘╩^/х!эE▌░ ┘╩pdх!ч1 ;|▓ P▒⌠ ;▒⌠c ┘╩pdх!ч1┼▄ ┘╩^/х!#╨v ;}⌠ P▓■ ;e ┘╩^/х!#╨v▒▓F·К≥╟в+ ;~■ L⌠∙ ;lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 0Ш╞ ;∙ L■≈ ;╚Ёв┘` 0Ш╞┤┴╚Ёв┘` э╞├┘` H÷сот'rо ;│≈ K∙ ;H÷сот'rо√*пvUTUT╙╙`А┌мa$121695002091165204233263245 URUT╙╙`БwЖ3(76-109)(135-221)(161-290)(181-347)(200-406) ▀ MUPUT╙╙`Ц┌>92168209239271 і,UNUT╙╙`Д┌≈%112172000152,3904,1505,0805,8006,5304,420 p6ULUT╙╙`ЕwпcI(1,980-2,900)(3,360-5,750)(4,000-7,590)(4,450-9,120)(4,900-10,800) ╩@UJUT╙╙`Ф┌ M 2,3904,1505,0805,8006,540 мaSUHUT╙╙`Г┌7121725001114,10023,30028,50032,70037,10033,000 ²]UFUT╙╙`ХwR(11,400-17,200)(18,700-34,400)(22,100-47,000)(24,600-58,200)(27,200-71,100) gUDUT╙╙`И┌%14,40024,50030,50035,40040,500 !zUBUT╙╙`Й┌⌠212173500154,7107,1108,3209,22010,1008,640 └U@UT╙╙`КwK(4,090-5,410)(6,100-9,050)(6,960-11,200)(7,570-12,900)(8,170-14,800) в+▌U>UT╙╙`Л┌╟"4,7907,4508,91010,00011,200 ║U<UT╙╙`М┌Ёв21217400021 4,2106,4007,5408,4109,3009,920 ╚U:UT╙╙`НwJ(3,750-4,720)(5,610-7,740)(6,460-9,560)(7,080-11,000)(7,700-12,600) ╣U8UT╙╙`О┌65!4,2806,6708,0109,06010,100 БхU6UT╙╙`П┌137121745001118,70035,20044,10051,00058,10045,700 ┌>рU4UT╙╙`Яw2S(14,300-24,400)(26,600-57,000)(32,000-79,700)(36,000-99,200)(39,900-121,000) ╙╙эU2UT╙╙`Р┌-2%19,10036,20045,70053,10060,600 0ОU0UT╙╙`С┌80512175500774,2308,50011,30013,70016,40015,400 4ЫU.UT╙╙`ТwГM(3,850-4,650)(7,550-9,800)(9,810-13,500)(11,700-16,800)(13,800-20,600) ХU,UT╙╙`У┌,2#4,2608,60011,50013,90016,700 24,U*UT╙╙`Ж┌0-612176000115,04010,90014,80018,20021,90015,400 U(UT╙╙`ВwUTO(3,700-6,820)(7,910-19,100)(10,200-30,100)(12,000-41,000)(13,800-54,600) w*U&UT╙╙`Ь┌(6$5,23011,50015,60019,10022,800 00=U$UT╙╙`Ы┌+212177500502,0504,7806,8108,65010,8009,540 GU"UT╙╙`ЗwМJ(1,770-2,360)(4,020-5,960)(5,510-8,970)(6,820-11,900)(8,300-15,500) QU UT╙╙`Ш┌(5!2,0304,6706,5608,23010,100 ,dUUT╙╙`Э┌) 112178100361,9604,3005,8407,1708,6508,430 1nUUT╙╙`ЩwПJ(1,660-2,310)(3,540-5,550)(4,650-8,010)(5,550-10,300)(6,530-12,900) xUUT╙╙`Ч┌0- 1,9704,3105,8407,1408,560 ,7▀UUT╙╙`Ъ┌)%1218110036163293376446523454 2∙UUT╙╙`w5,4(145-183)(255-352)(318-474)(368-583)(423-708) 4,÷UUT╙╙`┌13166306398477564 ╡UUT╙╙`┌1218120034101925303529 0-1╪UUT╙╙`w80+(9.0-12)(16-24)(21-33)(24-40)(27-49) 260фUUT╙╙`┌901020263137 TыUUT╙╙`┌60612182500556,91014,20019,20023,60028,60046,000 ЦU UT╙╙`w,7P(6,150-7,750)(12,300-17,000)(16,100-24,000)(19,400-30,400)(23,000-38,100) UTМUUT╙╙`┌30$6,97014,40019,50024,00029,000 UTUUT╙╙`┌75%1218430011199282317341364288 , UUT╙╙` wЗ4(171-232)(240-370)(265-441)(281-492)(296-543) 20UUT╙╙` ┌,5199293339375410GOs6тf╧8 ;Ё≥ J > =TGOs6тf╧8≈ ,1╙╙╙╙UU └UuTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 0╙╘╙╙UU@}0flow--Continued ╙╙)URUT╙╙ ┌3 3UPUT╙╙┌ 2BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙┌╙╙9(95-percent confidence interval)exceedancepeak used 2GULUT╙╙@┌3eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 0QUJUT╙╙` ┌UTpeaks used(cubic feet 10[UHUT╙╙`┌60FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`{i0Eк Sев+ ;Є L≥⌡ =0Eк Sев+9,5Eк SеЖ)Sе°мas≈%пv ;╣⌡ M ° =²·3°мas≈%пv UUT°мa─g⌡°мas≈%°мapd─{~╗ ;І° M⌡² =·є6°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ ;Ї² M°· =⌡· ≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp ;╦· P²÷ =°єa ┘╩s≈%GіRp⌡²°мa_╟dпc ;╧÷ M·═ =║╒i°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ ;╨═ M÷║ =╒ёt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N ;╩║ M═╒ =÷╒i≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ ;╪╒ P║ё =═ёn ┘╩^/GіQ╗÷║ ┘╩^/х!эE ;Ґё P╒є =є╔e ┘╩^/х!эE═╒ ┘╩pdх!ч1 ;Ўє Pё╔ =ё╔c ┘╩pdх!ч1°· ┘╩^/х!#╨v ;©╔ Pєі =e ┘╩^/х!#╨vёєF·К≥╟в+ ;юі L╔ї =lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 3wC ;аї Lі╘ =╚Ёв┘` 3wC≥⌡╚Ёв┘` ъ+┘` H÷сот'rо ;ц╘ Kї =H÷сот'rо≤*пvUTUT╙╙`┌мa/12185300114271,3802,0702,6603,3101,380 °мaURUT╙╙`wdC(256-720)(806-3,480)(1,130-6,290)(1,380-9,180)(1,640-12,800) ▐LUPUT╙╙`┌│╘4351,3401,9202,3902,880 ,UNUT╙╙`┌a612186000739,22019,40026,30032,30039,10040,100 6ULUT╙╙`wQ(8,300-10,200)(17,000-22,600)(22,500-31,900)(27,100-40,300)(32,200-50,200) Ж@UJUT╙╙`┌~╘$9,25019,50026,40032,40039,100 ╒SUHUT╙╙`┌/7121875001716,00032,50044,00054,20065,90048,000 ╒ P]UFUT╙╙`w┘╩S(12,800-19,700)(25,500-47,000)(33,000-70,900)(39,100-94,600)(45,800-124,000) pdgUDUT╙╙`┌ P%16,10032,80044,20054,00065,000 ╩zUBUT╙╙`┌;©%1218830011295437503550596494 є└U@UT╙╙`w4(250-349)(367-590)(412-726)(443-831)(472-939) ╟▌U>UT╙╙`┌wC305481580657737 ║U<UT╙╙`┌wC7121890001210,40020,90027,50033,00039,10030,700 ї╚U:UT╙╙`wсоQ(7,960-13,400)(15,800-33,400)(19,800-49,900)(22,900-65,400)(26,200-84,200) ╣U8UT╙╙`┌1%10,90022,70030,40036,90043,900 0хU6UT╙╙`┌30%1218940031107179214239263184 LрU4UT╙╙` w│╘5(93.9-121)(154-219)(180-271)(198-310)(216-350) 2эU2UT╙╙`!┌,4106178213238263 ОU0UT╙╙`"┌╙╙8121895006929,90058,40075,30089,000104,00098,600 (ЫU.UT╙╙`#w,2T(27,000-33,100)(51,500-68,000)(65,000-90,500)(75,600-110,000)(86,700-130,000) U,UT╙╙`$┌16&30,00058,70075,80089,600105,000 U*UT╙╙`%┌7121915002316,60031,70040,00046,40053,10050,000 39, U(UT╙╙`&w0-R(13,800-20,000)(25,700-42,900)(31,400-57,600)(35,600-69,800)(39,800-83,100) *U&UT╙╙`'┌1%16,50031,40039,50045,60052,000 ╙=U$UT╙╙`(┌49)12191800144127839941,1601,330885 ╟GU"UT╙╙`)wwC<(327-520)(609-1,170)(744-1,630)(844-2,030)(944-2,470) 00QU UT╙╙`*┌,04298451,1001,3001,520 ╙╙dUUT╙╙`+┌-1%1219600036315577715819925714 (nUUT╙╙`,w,28(275-361)(492-712)(595-918)(670-1,080)(744-1,250) 6,xUUT╙╙`-┌UT315578717821927 ▀UUT╙╙`.┌2)12196200165528129341,0201,110977 (∙UUT╙╙`/w(<(484-629)(703-1,010)(792-1,220)(853-1,390)(912-1,550) 3 ÷UUT╙╙`0┌╙╙5397909089941,080 0╡UUT╙╙`1┌,0112196500184,3905,4905,9606,2806,5806,000 ╪UUT╙╙`2w5,H(4,080-4,710)(5,070-6,190)(5,440-6,890)(5,680-7,390)(5,900-7,870) 00фUUT╙╙`3┌9, 4,2005,1805,5905,8806,170 12ыUUT╙╙`4┌1,%1219720020135187210226241233 (ЦU UT╙╙`5w4(122-149)(167-220)(185-255)(196-281)(208-306) 0-МUUT╙╙`6┌,1132183206222238 UUT╙╙`7┌9,<121990001494,400183,000245,000299,000362,000400,000 9 UUT╙╙`8w ╟[(75,100-117,000)(144,000-272,000)(183,000-411,000)(215,000-551,000)(249,000-729,000) ╙╙UUT╙╙`9┌1)91,500171,000221,000263,000310,0002GOs6тf╧8 ;У╚ J @╛ ?TGOs6тf╧8≥ (6╙╙╙╙UU :└50uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated T╙╘╙╙UU@:}84flow--Continued (7)URUT╙╙ ;┌90 3UPUT╙╙;┌╙╙BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙;┌609(95-percent confidence interval)exceedancepeak used 5GULUT╙╙@;┌-6eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis ╙QUJUT╙╙`<┌2peaks used(cubic feet ЦU [UHUT╙╙`=┌FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`>{2 Eк Sев+ ;Ж╛ L╚ґ ?3Eк Sев+,0036Eк SеЖ)Sе°мas≈%пv ;Вґ M╛ў ?╞╟°мas≈%пv83,0-°мa─g⌡°мas≈%°мapd─{~╗ ;Ьў Mґ╞ ?╟І╙°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ ;Ы╞ Mў╟ ?ґ╟╛≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp ;З╟ P╞╠ ?ўІa ┘╩s≈%GіRpґ╞°мa_╟dпc ;Ш╠ M╟╡ ?ЁЄi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ ;Э╡ M╠Ё ?Є╣t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N ;ЩЁ M╡Є ?╠Єi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ ;ЧЄ PЁ╣ ?╡╣n ┘╩^/GіQ╗╠Ё ┘╩^/х!эE ;Ъ╣ PЄІ ?ІЇe ┘╩^/х!эE╡Є ┘╩pdх!ч1 <І P╣Ї ?╣Їc ┘╩pdх!ч1ў╟ ┘╩^/х!#╨v <Ї PІ╦ ?e ┘╩^/х!#╨v╣ІF·К≥╟в+ <╦ LЇ╧ ?lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 0Ш╞ <╧ L╦╩ ?╚Ёв┘` 0Ш╞╚ґ╚Ёв┘` э╞├┘` H÷сот'rо <╩ K╧ ?H÷сот'rо *пvUTUT╙╙`?┌мa%1219980016511639693731766676 URUT╙╙`@wЖ4(474-551)(588-725)(630-810)(658-871)(684-930) MUPUT╙╙`A┌>476579619648678 ,UNUT╙╙`B┌≈%"12200700223466839711186.0 6ULUT╙╙`Cw╞-(28-41)(53-89)(65-120)(74-146)(83-174) a@UJUT╙╙`D┌on34668498112 SUHUT╙╙`E┌;Э%1220080019118222281326374250 a]UFUT╙╙`Fw3(97-143)(179-306)(218-415)(248-507)(277-608) ▐LgUDUT╙╙`G┌│N115212264302342 zUBUT╙╙`H┌╡112201500402,5905,3306,9508,2509,6308,440 Ъ└U@UT╙╙`IweJ(2,230-3,000)(4,460-6,710)(5,650-9,170)(6,570-11,200)(7,520-13,500) ▌U>UT╙╙`J┌х! 2,5705,2206,7407,9409,190 ┘╩║U<UT╙╙`K┌·К#12204400325399128152179181 l╚U:UT╙╙`Lw0.1(46-60)(84-124)(106-169)(123-209)(141-254) ╩╣U8UT╙╙`M┌` 53101131156183 хU6UT╙╙`N┌512205000595,6408,76010,30011,40012,50011,200 рU4UT╙╙`Ow LM(5,230-6,070)(8,000-9,800)(9,260-11,800)(10,200-13,300)(11,000-14,800) @эU2UT╙╙`P┌(5#5,6508,82010,40011,60012,800 MОU0UT╙╙`Q┌>612207200119,68013,90016,00017,50019,00016,000 ЫU.UT╙╙`Rw8Q(8,340-11,200)(11,900-18,200)(13,300-22,300)(14,300-25,600)(15,300-29,000) ╙U,UT╙╙`S┌4$9,78014,50017,20019,20021,200 1U*UT╙╙`T┌3612208000145,66010,40013,10015,30017,60013,100 U(UT╙╙`Uw7-O(4,550-7,010)(8,230-15,200)(10,000-20,900)(11,300-26,000)(12,600-31,600) 04*U&UT╙╙`V┌50#4,9509,13011,50013,40015,500 we=U$UT╙╙`W┌(4612209000519,70016,40019,70022,20024,60022,400 GU"UT╙╙`Xwх!Q(8,880-10,700)(14,600-19,000)(17,200-23,500)(19,100-26,900)(21,000-30,400) 2QU UT╙╙`Y┌UT$9,61016,10019,30021,60023,900 16dUUT╙╙`Z┌25112209500211,1601,7302,0602,3202,6003,050 6nUUT╙╙`[w12H(1,050-1,290)(1,540-2,060)(1,780-2,580)(1,970-3,010)(2,160-3,500) xUUT╙╙`\┌00 1,1701,7702,1402,4302,740 30▀UUT╙╙`]┌ @7122105006224,40037,00043,10047,60052,00049,300 M∙UUT╙╙`^w>R(22,800-26,100)(34,000-41,000)(39,100-48,700)(42,700-54,600)(46,300-60,600) ÷UUT╙╙`_┌-1%24,40037,10043,30047,90052,400 (╡UUT╙╙``┌U,7122115002328,80043,70050,40055,10059,70046,200 U*╪UUT╙╙`aw12R(25,600-32,500)(38,100-53,000)(43,200-63,400)(46,600-71,100)(49,800-78,800) фUUT╙╙`b┌0)%28,60043,50050,40055,30060,200 0ыUUT╙╙`c┌UT%1221200026358519589638685550 0ЦU UT╙╙`dwUT4(324-396)(462-608)(517-712)(554-788)(588-861) 24МUUT╙╙`e┌UT359526603659714 UUT╙╙`f┌001221270019254657667556 )( UUT╙╙`gwU ,(21-30)(37-62)(45-83)(50-100)(56-119) 2UUT╙╙`h┌╙╙25455563712GOs6тf╧8 <7Ґ J BЎ AGOs6тf╧8⌡ )╙╙╙╙UU i└70uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 0╙╘╙╙UU@i},6flow--Continued M)URUT╙╙ j┌> 3UPUT╙╙j┌0-BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙j┌379(95-percent confidence interval)exceedancepeak used 2GULUT╙╙@j┌0,eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis ,QUJUT╙╙`k┌0-peaks used(cubic feet %2[UHUT╙╙`l┌0FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`m{dTEк Sев+ <8Ў LҐ© AEк Sев+UT╙╙Eк SеЖ)Sе°мas≈%пv <9© MЎю Aаб7°мas≈%пv6756°мa─g⌡°мas≈%°мapd─{~╗ <:ю M©а Aбх)°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ <;а Mюб A©бЎ≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp <<б Pац Aюх4 ┘╩s≈%GіRp©а°мa_╟dпc <=ц Mбд Aефi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ <>д Mце Aфгt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N ^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ <@ф Pег Aдгn ┘╩^/GіQ╗це ┘╩^/х!эE UT╙╙`y┌---------- ║U<UT╙╙`z┌1239580020457183909878 т╚U:UT╙╙`{w1(38-52)(60 -91)(68 -110)(74 -124)(79 -138) ╣U8UT╙╙`|┌╙╙44728594103 хU6UT╙╙`}┌67$123959002088139163180198175 8-рU4UT╙╙`~w)4(77 -102)(119-175)(136-215)(148-246)(160-276) UNэU2UT╙╙`┌1288142168187208 ОU0UT╙╙`─┌40/12396000455251,1001,4801,7902,1503,190 0)ЫU.UT╙╙`│w3,B(457-602)(934-1,360)(1,210-1,920)(1,440-2,410)(1,680-2,980) U,UT╙╙`┌┌05231,0901,4701,7702,120 U*UT╙╙`┐┌24$123961003580146183211240250 3 U(UT╙╙`└w╙╙3(70 -91)(125-180)(152-235)(173-280)(193-328) ,00*U&UT╙╙`┘┌0-80147186215245 0=U$UT╙╙`├┌v$123964502092200265317372300 wGU"UT╙╙`┤w854(73 -117)(154-294)(196-422)(228-534)(260-660) UTQU UT╙╙`┬┌7792199264316371 4dUUT╙╙`┴┌5,112396900201,0101,4601,6901,8602,3002,290 TnUUT╙╙`┼w--F(909-1,120)(1,300-1,740)(1,470-2,100)(1,590-2,380)(1,710-2,670) xUUT╙╙`▀┌9931,4301,6501,8101,980 ▀UUT╙╙`▄┌U8/12397500129891,7702,1602,4402,7101,650 `}∙UUT╙╙`█w88F(776-1,270)(1,370-2,720)(1,610-3,610)(1,780-4,320)(1,940-5,060) ÷UUT╙╙`▌┌609731,7202,0902,3602,620 ╡UUT╙╙`▐┌ 112398000181,2602,2702,8003,2203,6403,550 1╪UUT╙╙`░┌)I(1,050-1,520)(1,840-3,090)(2,210-4,090)(2,480-4,910)(2,740-5,800) 1фUUT╙╙`▒┌UT 1,2502,2202,7303,1303,530 77ыUUT╙╙`▓┌╙╙E123985003989,500137,000156,000169,000180,000y5┌171,300 ЦU UT╙╙`⌠w(Z(80,900-99,300)(122,000-160,000)(137,000-186,000)(146,000-204,000)(155,000-221,000) МUUT╙╙`■┌92---------- 0UUT╙╙`∙┌┤=1239950021328,000464,000525,000568,000609,000680,000 UUT╙╙`√w9\(296,000-365,000)(412,000-552,000)(458,000-647,000)(490,000-717,000)(519,000-786,000) UUUT╙╙`≈┌----------1GOs6тf╧8 ~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp <~т Pсу Cрзa ┘╩s≈%GіRpяс°мa_╟dпc <у Mтж Cвьi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ <─ж Mув Cьыt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N <│в Mжь Cуьi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ <┌ь Pвы Cжыn ┘╩^/GіQ╗ув ┘╩^/х!эE <┐ы Pьз Cзшe ┘╩^/х!эEжь ┘╩pdх!ч1 <└з Pыш Cышc ┘╩pdх!ч1рт ┘╩^/х!#╨v <┘ш Pзэ Ce ┘╩^/х!#╨vызF·К≥╟в+ <├э Lшщ ClF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 2ёg <┤щ Lэъ C╚Ёв┘` 2ёgоя╚Ёв┘` чW>┘` H÷сот'rо <┴ъ Kщ CH÷сот'rо·*пvUTUT╙╙`²┌мa112400500141,7202,5102,8503,0903,3103,070 aURUT╙╙`·wdH(1,480-2,010)(2,140-3,260)(2,380-3,900)(2,540-4,370)(2,680-4,840) SUPUT╙╙`÷┌ 1,6602,4302,7603,0103,240 у,UNUT╙╙`═┌≈%7124015006812,30016,20017,80018,90019,90021,200 °мa6ULUT╙╙`║wonR(11,800-12,900)(15,300-17,400)(16,700-19,300)(17,600-20,600)(18,400-21,800) @UJUT╙╙`╒┌┘╩%12,20016,10017,80018,90019,900 iSUHUT╙╙`ё┌┘╩ 12403700199.51517192016 Q╗]UFUT╙╙`єwж+(8.1-11)(13-20)(14-24)(15-26)(16-29) gUDUT╙╙`╔┌ш9.315182021 zUBUT╙╙`і┌ч17124045006721,10027,70030,50032,30034,00035,000 х!└U@UT╙╙`їwэR(20,200-22,100)(26,200-29,600)(28,600-33,000)(30,200-35,200)(31,600-37,400) ▌U>UT╙╙`╗┌·К---------- ║U<UT╙╙`╘┌ L$124054002054126170207246154 ╚U:UT╙╙`╙w1(42-70)(94-190)(122-282)(144-364)(167-458) ╣U8UT╙╙`╚┌53123165200236 TхU6UT╙╙`╛┌05=1240550026343,000445,000490,000522,000552,000700,000 dрU4UT╙╙`ґw(2\(320,000-367,000)(411,000-498,000)(447,000-561,000)(472,000-607,000)(494,000-652,000) 60эU2UT╙╙`ў┌UN---------- 2ОU0UT╙╙`╞┌6,!124075002044789410511682 aЫU.UT╙╙`╟won.(36-53)(63-106)(74-134)(82-156)(89-177) U,UT╙╙`╠┌)4585106121137 UTU*UT╙╙`╡┌20%1240752020119285391480576454 T U(UT╙╙`ЁwGі5(92-155)(212-438)(279-660)(331-862)(385-1,100) 1*U&UT╙╙`Є┌4)118281384485561 =U$UT╙╙`╣┌9 12407600206.01012141614 ч1GU"UT╙╙`Іw00-(5.2-6.9)(8.5-13)(10-16)(11-20)(12-23) TQU UT╙╙`Ї┌0,6.211141719 dUUT╙╙`╦┌,0%1240770018165318400463527392 >nUUT╙╙`╧w-4(133-204)(250-453)(305-613)(344-745)(383-887) 26xUUT╙╙`╨┌168331423495570 ▀UUT╙╙`╩┌12 12408200209.32127323741 UT∙UUT╙╙`╪w12+(7.2-12)(16-31)(20-44)(22-55)(26-67) 02÷UUT╙╙`Ґ┌49.521283339 ╡UUT╙╙`Ў┌UT+12408300223016889061,0701,2401,060 8,0╪UUT╙╙`©w00<(235-388)(518-1,030)(659-1,460)(761-1,810)(863-2,200) -фUUT╙╙`ю┌U03067039301,1001,280 ыUUT╙╙`а┌6 12408400202858768910480 )ЦU UT╙╙`бw(8-(23-35)(46-83)(57-116)(66-145)(75-176) 6МUUT╙╙`ц┌UT29618095112 UUT╙╙`д┌4$124084202041118172221276148 2- UUT╙╙`еw9-1(30-56)(82-197)(115-324)(141-448)(170-601) 1UUT╙╙`ф┌1 431231812332922GOs6тf╧8 <╩А J FБ E╙GOs6тf╧8÷ (╙╙╙╙UU г└╙╙uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 4╙╘╙╙UU@г}13flow--Continued 87)URUT╙╙ х┌╨ 3UPUT╙╙х┌0 BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙х┌2)9(95-percent confidence interval)exceedancepeak used 9GULUT╙╙@х┌UeNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 1QUJUT╙╙`и┌(7peaks used(cubic feet UT[UHUT╙╙`й┌7FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`к{б8Eк Sев+ <╪Б LАЦ E7Eк Sев+`цUTEк SеЖ)Sе°мas≈%пv <ҐЦ MБД EЕФT°мas≈%пv 2-U°мa─g⌡°мas≈%°мapd─{~╗ <ЎД MЦЕ EФЛ7°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ <©Е MДФ EЦФБ≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp <юФ PЕГ EДЛa ┘╩s≈%GіRpЦЕ°мa_╟dпc <аГ MФХ EИЙi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ <бХ MГИ EЙКt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N <цИ MХЙ EГЙi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ <дЙ PИК EХКn ┘╩^/GіQ╗ГИ ┘╩^/х!эE <еК PЙЛ EЛМe ┘╩^/х!эEХЙ ┘╩pdх!ч1 <фЛ PКМ EКМc ┘╩pdх!ч1ДФ ┘╩^/х!#╨v <гМ PЛН Ee ┘╩^/х!#╨vКЛF·К≥╟в+ <хН LМО ElF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ <иО LНЯ E╚Ёв┘` 1о▀АЦ╚Ёв┘` щ┐b┘` H÷сот'rо <кЯ KО EH÷сот'rо═*пvUTUT╙╙`л┌мa%1240850047298562690782870694 URUT╙╙`мwЖ8(261-341)(480-685)(578-868)(646-1,000)(710-1,140) ФUPUT╙╙`н┌ФB298564695790881 ,UNUT╙╙`о┌Gі112409000741,1402,2602,8003,1703,5403,440 Е6ULUT╙╙`пwH(1,020-1,280)(1,960-2,670)(2,390-3,390)(2,680-3,910)(2,960-4,420) ─{@UJUT╙╙`я┌И 1,1402,2802,8303,2203,600 ▄╩SUHUT╙╙`р┌┘╩612409500193908971,1701,3701,580y6┌1,010 ]UFUT╙╙`сw>(295-519)(656-1,420)(825-2,000)(946-2,470)(1,060-2,970) gUDUT╙╙`т┌эE3898931,1701,3701,580 ┘╩zUBUT╙╙`у┌┘╩$124100001356226358476608180 c└U@UT╙╙`жwФ9(32-100)(122-607)(181-1,160)(228-1,740)(278-2,480) v▌U>UT╙╙`в┌59235369487617 ║U<UT╙╙`ь┌1241060020223641454941 1о▀╚U:UT╙╙`ыwЯ*(19-26)(30-46)(34-56)(37-63)(39-69) ╣U8UT╙╙`з┌2339475359 хU6UT╙╙`ш┌со 12410650205.71013141615 рU4UT╙╙`эwл-(4.7-7.0)(8.4-14)(10-18)(11-22)(12-25) RэU2UT╙╙`щ┌6.112151820 ОU0UT╙╙`ч┌00(1242355015 55171240293346155 5ЫU.UT╙╙`ъwUN2(35-88)(104-363)(140-576)(166-758)(190-956) U,UT╙╙`Ю┌UL54161221267313 0U*UT╙╙`А┌,61242370015253742454841 2,9 U(UT╙╙`БwUT*(22-30)(32-48)(35-57)(37-63)(39-68) *U&UT╙╙`Ц┌р2436414548 9=U$UT╙╙`Д┌1#12423900201867103133166125 wGU"UT╙╙`Еw-1.(12-28)(42-133)(60-230)(75-321)(91-430) QU UT╙╙`Ф┌31867101130161 58dUUT╙╙`Г┌у612424000496,51013,30016,60019,00021,40020,600 nUUT╙╙`Хw0)P(5,620-7,560)(11,100-16,500)(13,700-21,400)(15,400-25,100)(17,100-28,700) 4xUUT╙╙`И┌╙╙$6,48013,10016,40018,70021,000 41▀UUT╙╙`Й┌ы%1242700031110150169182195205 ∙UUT╙╙`Кw╙╙4(102-118)(138-168)(153-194)(163-213)(173-232) 06÷UUT╙╙`Л┌111155177194207 ╡UUT╙╙`М┌(8%124292001350 829810912098.0 T╪UUT╙╙`Нw1.(41-61)(67-115)(77-147)(84-172)(91-199) фUUT╙╙`О┌345086104118132 ъыUUT╙╙`П┌04%1242960014138232284325368391 ,ЦU UT╙╙`Яw54(115-165)(191-318)(226-422)(252-510)(278-608) 25МUUT╙╙`Р┌,9139237294339386 UUT╙╙`С┌5-1242980020122328323627 `Ц UUT╙╙`Тw5*(10-15)(18-30)(22-40)(24-47)(27-55) UUT╙╙`У┌13232934381GOs6тf╧8 <ЩС J HТ G4GOs6тf╧8║ 58╙╙╙╙UU Ж└уuTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 1╙╘╙╙UU@Ж}00flow--Continued 4)URUT╙╙ В┌╙╙ 3UPUT╙╙В┌,7BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙В┌К9(95-percent confidence interval)exceedancepeak used 6GULUT╙╙@В┌eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 1QUJUT╙╙`Ь┌5)peaks used(cubic feet фU[UHUT╙╙`Ы┌5FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`З{╙╙ЯEк Sев+ <ЧТ LСУ G5Eк Sев+МUUTEк SеЖ)Sе°мas≈%пv <ЪУ MТЖ GВЬ2°мas≈%пv283°мa─g⌡°мas≈%°мapd─{~╗ =Ж MУВ GЬЧ-°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ =В MЖЬ GУЬТ≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp =Ь PВЫ GЖЧa ┘╩s≈%GіRpУВ°мa_╟dпc =Ы MЬЗ GШЭi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ =З MЫШ GЭЩt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N =Ш MЗЭ GЫЭi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ =Э PШЩ GЗЩn ┘╩^/GіQ╗ЫШ ┘╩^/х!эE =Щ PЭЧ GЧЪі ┘╩^/х!эEЗЭ ┘╩pdх!ч1 =Ч PЩЪ GЩЪc ┘╩pdх!ч1ЖЬ ┘╩^/х!#╨v = Ъ PЧ Ge ┘╩^/х!#╨vЩЧF·К≥╟в+ = LЪ GlF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ = L G╚Ёв┘` 1о▀СУ╚Ёв┘` щ┐b┘` H÷сот'rо = K GH÷сот'rо╒*пvUTUT╙╙`Ш┌мa&1243037015231262524006141,510 URUT╙╙`ЭwЖ5(13-40)(67-349)(119-912)(174-1,760)(245-3,260) MUPUT╙╙`Щ┌>23120231354525 і,UNUT╙╙`Ч┌≈%112431000541,3002,3002,7603,0803,4003,170 p6ULUT╙╙`ЪwпcH(1,160-1,450)(2,010-2,710)(2,380-3,340)(2,630-3,800)(2,860-4,250) ▄╩@UJUT╙╙` ┌ M 1,3002,3102,7703,0903,420 мaSUHUT╙╙` ┌$124311001539226422629898325 Э]UFUT╙╙` w²8(21-73)(114-653)(194-1,530)(270-2,670)(360-4,400) ЗgUDUT╙╙` ┌Gі40224409597836 EzUBUT╙╙` ┌/12433200183731,2301,8602,4203,0502,200 =└U@UT╙╙` wcB(253-551)(795-2,340)(1,140-4,400)(1,420-5,730)(1,720-7,840) ▌U>UT╙╙` ┌·К3761,2301,8502,4003,000 ║U<UT╙╙` ┌+$124333002048101131155180135 о▀╚U:UT╙╙` w0(39-61)(78-146)(98-204)(113-254)(128-309) ` ╣U8UT╙╙` ┌4796124146169 хU6UT╙╙` ┌ 12433542125.62440547133 UTрU4UT╙╙` w03.(3.0-10)(13-73)(19-148)(25-232)(31-344) эU2UT╙╙` ┌7-6.027456180 ОU0UT╙╙` ┌ M%12433556121.33.65.16.47.95.7 5ЫU.UT╙╙` wЧ1(0.9-1.9)(2.3-7.3)(3.1-12)(3.8-17)(4.4-23) 1U,UT╙╙` ┌Ъ---------- 0U*UT╙╙` ┌,3#12433561121689161236331101 ▄╩ U(UT╙╙` w M4(8.3-33)(43-298)(70-706)(96-1,240)(126-2,040) *U&UT╙╙` ┌261794171248343 UF=U$UT╙╙` ┌412433580151769011,5102,0502,670y7┌897 ЗGU"UT╙╙` wGі>(94-337)(454-2,600)(704-5,220)(911-8,000)(1,130-11,500) QU UT╙╙` ┌,01617321,1301,4601,800 cdUUT╙╙` ┌-21243380020122432384436 (1nUUT╙╙` wUT+(9.5-14)(19-34)(24-49)(28-61)(31-75) ║U~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp =D P Ia ┘╩s≈%GіRp °мa_╟dпc =E M I i°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ =F M It°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N =G M Ii≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ =H P In ┘╩^/GіQ╗ ┘╩^/х!эE =I P Ie ┘╩^/х!эE ┘╩pdх!ч1 =J P Ic ┘╩pdх!ч1 ┘╩^/х!#╨v =K P Ie ┘╩^/х!#╨vF·К≥╟в+ =L L IlF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 0Ш╞ =M L I╚Ёв┘` 0Ш╞╚Ёв┘` э╞├┘` H÷сот'rо =O K IH÷сот'rоє*пvUTUT╙╙` *┌мa$124379601660172255329414756 URUT╙╙` +wЖ4(41-86)(115-322)(161-552)(198-787)(239-1,090) MUPUT╙╙` ,┌>61218384541711 і,UNUT╙╙` -┌≈%1243920020214250566247 a6ULUT╙╙` .┌ ---------- @UJUT╙╙` /┌---------- cSUHUT╙╙` 0┌мa-124393002554214357498674y8┌455 t]UFUT╙╙` 1wмa6(38-78)(142-382)(221-724)(293-1,100)(378-1,620) gUDUT╙╙` 2┌▐L55216355490653 zUBUT╙╙` 3┌Q╗%1244170010206490667812967528 і└U@UT╙╙` 4wх!<(140-305)(328-1,000)(422-1,600)(494-2,180)(567-2,860) х!▌U>UT╙╙` 5┌199458608728852 ║U<UT╙╙` 6┌х!/12442000315231,2201,7002,1202,6006,010 ╚U:UT╙╙` 7wB(431-633)(971-1,660)(1,300-2,490)(1,570-3,270)(1,870-4,220) ╣U8UT╙╙` 8┌=M5241,2201,6902,1002,570 хU6UT╙╙` 9┌` 12445800196.21216192114 KрU4UT╙╙` :w-(5.0-7.7)(9.7-18)(12-25)(14-30)(15-36) TэU2UT╙╙` ;┌126.414182125 ОU0UT╙╙` <┌UR%1244738022158294371431494386 1ЫU.UT╙╙` =w(24(133-188)(241-390)(295-524)(335-636)(376-760) іU,UT╙╙` >┌≈%158293369429490 U*UT╙╙` ?┌UT)12447390283686388059451,1001,120 ╙ U(UT╙╙` @w-:(324-415)(551-779)(675-1,040)(774-1,270)(879-1,540) *U&UT╙╙` A┌UF3626257849161,060 )=U$UT╙╙` B┌) 12447400192456758910489 ╙╙GU"UT╙╙` Cw35-(19-32)(42-88)(53-127)(62-161)(70-198) 0QU UT╙╙` D┌52353718497 4dUUT╙╙` E┌(3$124474301154100122137151103 -2nUUT╙╙` Fw╙╙/(41-72)(75-164)(88-218)(97-261)(105-304) ┌х!xUUT╙╙` G┌1,5089108121133 6▀UUT╙╙` H┌╙╙!124487001159869810811897 1∙UUT╙╙` Iw-3.(51-68)(73-112)(82-138)(88-159)(95-181) ÷UUT╙╙` J┌2,568194103113 ┌` ╡UUT╙╙` K┌12%1244890011132232281318354232 ╪UUT╙╙` Lw(4(103-169)(179-359)(211-479)(232-576)(253-678) 18фUUT╙╙` M┌╙╙132234285325365 ыUUT╙╙` N┌3112448998131,9103,5704,4805,1905,9209,440 5ЦU UT╙╙` Ow76I(1,490-2,450)(2,740-5,550)(3,320-7,710)(3,730-9,560)(4,140-11,600) 2МUUT╙╙` P┌8 1,9003,5404,4305,1306,160 @UUT╙╙` Q┌(57124495004511,20018,50021,70023,90025,90040,800 ` A UUT╙╙` RwQ(9,990-12,500)(16,200-21,800)(18,800-26,300)(20,400-29,400)(21,900-32,300) CUUT╙╙` S┌2-%11,10018,40021,50023,70025,700TGOs6тf╧8 =│ J L K╙GOs6тf╧8╔ -2╙╙╙╙UU T└╙╙uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 2╙╘╙╙UU@ T}8flow--Continued UT)URUT╙╙ U┌1- 3UPUT╙╙ U┌15BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙ U┌19(95-percent confidence interval)exceedancepeak used 9GULUT╙╙@ U┌79eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis ,QUJUT╙╙` V┌ Mpeaks used(cubic feet ` O[UHUT╙╙` W┌50FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР` X{,54Eк Sев+ =┌ L K2Eк Sев+18,0Eк SеЖ)Sе°мas≈%пv =┐ M K9°мas≈%пv0-280°мa─g⌡°мas≈%°мapd─{~╗ =└ M K"T°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ =┘ M K≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp =├ P K"a ┘╩s≈%GіRp°мa_╟dпc =┤ M K i°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ =┬ M K !t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N =┴ M K i≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ =┼ P! K!n ┘╩^/GіQ╗ ┘╩^/х!эE =▀! P " K"#e ┘╩^/х!эE ┘╩pdх!ч1 =▄" P!# K!#c ┘╩pdх!ч1 ┘╩^/х!#╨v =█# P"$ K ┘╩^/х!#╨v!"F·К≥╟в+ =▌$ L#% KlF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ =▐% L$' K╚Ёв┘` 1о▀╚Ёв┘` щ┐b┘` H÷сот'rо =▒' K% KH÷сот'rоі*пvUTUT╙╙` Y┌мa%1244960020133374533665808535 URUT╙╙` ZwЖ:(96.5-185)(260-635)(353-1000)(426-1,340)(501-1,730) UPUT╙╙` [┌ФB135379539662814 ,UNUT╙╙` \┌Gі$124497901155112148178211168 ≈%6ULUT╙╙` ]w╟d1(41-72)(82-188)(104-284)(120-376)(138-488) c@UJUT╙╙` ^┌мa55112149179211 SUHUT╙╙` _┌!7124499503911,80020,60025,30028,80032,30046,700 │N]UFUT╙╙` `wR(10,500-13,300)(17,900-24,800)(21,500-31,500)(24,000-36,800)(26,600-42,400) gUDUT╙╙` a┌Gі%11,70020,40025,00028,50031,900 "zUBUT╙╙` b┌/7124505003412,10020,40024,60027,90031,10046,700 ┘╩└U@UT╙╙` cw┘╩R(10,700-13,600)(17,700-24,500)(21,000-30,900)(23,300-35,900)(25,600-41,100) ▌U>UT╙╙` d┌l---------- .║U<UT╙╙` e┌╟612451000759,60014,60016,80018,40019,90021,000 ╚U:UT╙╙` fw` Q(9,000-10,200)(13,400-16,000)(15,300-18,800)(16,600-20,800)(17,900-22,800) ╣U8UT╙╙` g┌UT$9,60014,60016,80018,40019,900 5хU6UT╙╙` h┌UR112451500341,2702,1502,6503,0503,4703,900 рU4UT╙╙` iw,7H(1,130-1,420)(1,880-2,580)(2,260-3,320)(2,550-3,940)(2,850-4,610) 97эU2UT╙╙` j┌17 1,2602,1302,6303,0203,430 ОU0UT╙╙` k┌10112452800392,6804,3705,2305,8806,5206,430 5ЫU.UT╙╙` lw H(2,420-2,970)(3,870-5,120)(4,540-6,330)(5,030-7,270)(5,510-8,240) 00U,UT╙╙` m┌ ` 2,6804,3705,2305,8806,520 ,8U*UT╙╙` n┌)!124528801132678710312069 D U(UT╙╙` ow1.(24-44)(49-118)(60-173)(69-222)(77-278) *U&UT╙╙` p┌3347194112131 00=U$UT╙╙` q┌00212453000233,3804,9405,7006,2406,78010,800 GU"UT╙╙` rw,9H(3,030-3,760)(4,380-5,890)(4,940-7,500)(5,340-7,930)(5,720-8,830) .QU UT╙╙` s┌╟ 3,3804,9605,7406,2906,860 1dUUT╙╙` t┌0 312454000294,6406,9108,2509,33010,50019,100 )(nUUT╙╙` uw,6J(4,250-5,050)(6,240-7,940)(7,280-9,860)(8,090-11,500)(8,930-13,300) xUUT╙╙` v┌UT!4,6506,9208,2609,33010,500 5▀UUT╙╙` w┌70$124542901196132149162174153 -1∙UUT╙╙` xw)3(84-109)(115-167)(128-200)(136-226)(144-253) ╙╙÷UUT╙╙` y┌,185113124133141 ╡UUT╙╙` z┌10612455000487,04010,00011,40012,40013,40013,700 ╪UUT╙╙` {wO(6,590-7,510)(9,240-11,100)(10,400-12,900)(11,200-14,200)(12,000-15,600) ╙╙фUUT╙╙` |┌,3$7,05010,00011,40012,40013,400 nыUUT╙╙` }┌32$124563001166158223280346205 1ЦU UT╙╙` ~w8)2(47-93)(110-298)(146-496)(175-701)(206-966) МUUT╙╙` ┌065150206254307 UUT╙╙` ─┌94112456500233,1405,4706,7207,6808,6607,030 UUT╙╙` │w80J(2,690-3,650)(4,590-7,000)(5,490-9,080)(6,150-10,800)(6,800-12,600) UUT╙╙` ┌┌6, 3,1505,4706,7207,6708,64012GOs6тf╧8 =ц) J N* M9GOs6тf╧8ї (6╙╙╙╙UU ┐└-9uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 2╙╘╙╙UU@ ┐}16flow--Continued UT)URUT╙╙ └┌4- 3UPUT╙╙ └┌13BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙ └┌129(95-percent confidence interval)exceedancepeak used TGULUT╙╙@ └┌,5eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 0QUJUT╙╙` ┘┌,4peaks used(cubic feet ┌32[UHUT╙╙` ├┌58FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР` ┤{) Eк Sев+ =д* L)+ MEк Sев+11265Eк SеЖ)Sе°мas≈%пv =е+ M*, M-.°мas≈%пv650(4°мa─g⌡°мas≈%°мapd─{~╗ =ф, M+- M.4°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ =г- M,. M+.*≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp =х. P-/ M,4a ┘╩s≈%GіRp+-°мa_╟dпc =и/ M.0 M12i°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ =й0 M/1 M23t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N =к1 M02 M/2i≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ =л2 P13 M03n ┘╩^/GіQ╗/1 ┘╩^/х!эE =м3 P24 M45e ┘╩^/х!эE02 ┘╩pdх!ч1 =н4 P35 M35c ┘╩pdх!ч1,. ┘╩^/х!#╨v =о5 P46 Me ┘╩^/х!#╨v34F·К≥╟в+ =п6 L57 MlF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 0Ш╞ =я7 L69 M╚Ёв┘` 0Ш╞)+╚Ёв┘` э╞├┘` H÷сот'rо =с9 K7 MH÷сот'rо╗*пvUTUT╙╙` ┬┌мa7124570007411,60018,70022,50025,50028,60036,100 ЖURUT╙╙` ┴w~╗R(10,800-12,400)(17,200-20,700)(20,400-25,500)(22,800-29,400)(25,300-33,500) UPUT╙╙` ┼┌Gі%11,60018,70022,50025,40028,500 %,UNUT╙╙` ▀┌╟d1245730020285569819375 i6ULUT╙╙` ▄won-(23-34)(43-77)(53-104)(61-128)(68-153) M@UJUT╙╙` █┌мa2855708294 ╩SUHUT╙╙` ▌┌┘╩"1245790010548710311512793 ]UFUT╙╙` ▐w²4(44-67)(70-128)(80.6-166)(87.9-196)(94.8-228) 3gUDUT╙╙` ░┌/5589106119132 х!zUBUT╙╙` ▒┌4512458000494,4207,93010,00011,80013,60019,800 н└U@UT╙╙` ▓wcL(3,990-4,890)(7,010-9,270)(8,660-12,200)(9,970-14,700)(11,400-17,500) ╨v▌U>UT╙╙` ⌠┌"4,4207,9309,99011,80013,700 ║U<UT╙╙` ■┌·К!12458900202.39.415202611 я╚U:UT╙╙` ∙w.(1.4-3.6)(5.6-20)(8.4-36)(11-52)(13-72) ╣U8UT╙╙` √┌ K2.49.8162126 ÷сохU6UT╙╙` ≈┌7124590006816,10025,00029,60033,10036,60041,300 600рU4UT╙╙` ≤w,5R(15,000-17,200)(23,000-27,600)(26,800-33,400)(29,700-38,000)(32,500-42,700) эU2UT╙╙` ≥┌,4%16,10025,00029,60033,00036,500 іОU0UT╙╙` ┌2,!124594001627628298114107 ▀ЫU.UT╙╙` ⌡w28-(20-36)(45-99)(57-146)(66-186)(75-231) -U,UT╙╙` °┌4)27608095110 U*UT╙╙` ²┌мa7124610001217,40025,80029,60032,40035,10034,600 87 U(UT╙╙` ·wUFR(14,700-20,600)(21,600-34,800)(24,300-42,800)(26,100-49,000)(27,800-55,300) *U&UT╙╙` ÷┌06%17,30025,60029,40032,20034,900 0=U$UT╙╙` ═┌1"1246110020226191118150114 GU"UT╙╙` ║w,9.(16-29)(44-101)(61-169)(76-238)(92-325) QU UT╙╙` ╒┌00236597126160 ┌dUUT╙╙` ё┌90 12461200346.82130374535 ·КnUUT╙╙` єw9.,(5.3-8.9)(15-31)(21-48)(26-63)(30-80) .6xUUT╙╙` ╔┌)6.921303846 ▀UUT╙╙` і┌2+12461400211815599021,2501,7002,090 590∙UUT╙╙` їw0<(134-242)(398-916)(599-1,700)(788-2,600)(1,020-3,910) 0-÷UUT╙╙` ╗┌,61805458611,1701,560 ╡UUT╙╙` ╘┌,7$124615002064158228290363325 00╪UUT╙╙` ╙w,52(49-82)(118-242)(162-388)(198-534)(238-720) фUUT╙╙` ╚┌╙╙64159228288358 -ыUUT╙╙` ╛┌86%1246200020182361480581696560 0ЦU UT╙╙` ґwUT7(150-219)(2922-494)(372-714)(436-921)(506-1,170) ,10МUUT╙╙` ў┌UT183367491597716 UUT╙╙` ╞┌,87124625003417,50028,20034,50039,60045,20047,500 UT UUT╙╙` ╟w30R(15,800-19,300)(25,100-32,900)(30,000-42,000)(33,800-49,700)(37,800-58,300) UUT╙╙` ╠┌ ║%17,50028,10034,40039,40044,9003GOs6тf╧8 >; J P< OGOs6тf╧8╘ 6.╙╙╙╙UU ╡└·КuTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated ╙╙╘╙╙UU@ ╡}flow--Continued 50)URUT╙╙ Ё┌U 3UPUT╙╙ Ё┌42BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙ Ё┌9(95-percent confidence interval)exceedancepeak used 9GULUT╙╙@ Ё┌UTeNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 3QUJUT╙╙` Є┌ ╛peaks used(cubic feet 05[UHUT╙╙` ╣┌UTFStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР` І{UT1Eк Sев+ >< L;= O2Eк Sев+28,0Eк SеЖ)Sе°мas≈%пv >= M<> O?@,°мas≈%пv00-,9°мa─g⌡°мas≈%°мapd─{~╗ >> M=? O@FT°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ > ? M>@ O=@<≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp > @ P?A O>Fa ┘╩s≈%GіRp=?°мa_╟dпc >A M@B OCDi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ >B MAC ODEе°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N > C MBD OADi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ >D PCE OBEn ┘╩^/GіQ╗AC ┘╩^/х!эE >E PDF OFGe ┘╩^/х!эEBD ┘╩pdх!ч1 >F PEG OEGc ┘╩pdх!ч1>@ ┘╩^/х!#╨v >G PFH Oe ┘╩^/х!#╨vEFF·К≥╟в+ >H LGI OlF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ >I LHK O╚Ёв┘` 1о▀;=╚Ёв┘` щ┐b┘` H÷сот'rо >K KI OH÷сот'rо╙*пvUTUT╙╙` Ї┌мa$124628002255219302355398257 URUT╙╙` ╦┌Ж---------- UPUT╙╙` ╧┌Gі---------- @,UNUT╙╙` ╨┌ФB/12463000184902,7704,9307,0609,6406,420 6ULUT╙╙` ╩wFG(270-901)(1,420-7,500)(2,340-16,200)(3,160-26,200)(4,080-40,000) _╟d@UJUT╙╙` ╪┌мa4461,8902,7703,6204,740 SUHUT╙╙` Ґ┌E$12463600189.070147238366129 ]UFUT╙╙` Ўw│N4(4.7-17)(34-206)(64-549)(96-1,040)(136-1,870) GіgUDUT╙╙` ©┌/9.473146222319 EzUBUT╙╙` ю┌/#12463700165.34595152229114 E P└U@UT╙╙` аw┘╩1(2.5-11)(20-160)(37-432)(55-818)(77-1,440) E▌U>UT╙╙` б┌х!5.34074109155 ╨v║U<UT╙╙` ц┌=1246450026393,000535,000595,000636,000674,000740,000 ╚U:UT╙╙` дw+\(361,000-428,000)(485,000-612,000)(532,000-699,000)(564,000-760,000)(593,000-819,000) ╣U8UT╙╙` е┌---------- хU6UT╙╙` ф┌#12464600206.64994139194160 рU4UT╙╙` гw╙╙/(3.5-13)(24-142)(41-324)(58-541)(77-842) URэU2UT╙╙` х┌5.7355879101 UTОU0UT╙╙` и┌--!124646502018507393117111 2ЫU.UT╙╙` йw0-(13-24)(35-82)(49-135)(60-186)(73-250) FU,UT╙╙` к┌2017477398128 U*UT╙╙` л┌(4112465000548144,5807,64010,30013,1008,370 7 U(UT╙╙` мwUHJ(570-1,170)(3,000--7,740)(4,770-13,800)(6,240-19,500)(7,780-25,900) *U&UT╙╙` н┌068104,3707,0609,39011,900 Gі=U$UT╙╙` о┌/#12465300202386134176224205 ` юGU"UT╙╙` пw5.0(15-35)(54-170)(79-300)(100-430)(122-590) .5QU UT╙╙` я┌432277119160209 EdUUT╙╙` р┌х!112465400141,0403,0703,7504,1004,3403,220 5nUUT╙╙` сw00I(567-2,050)(1,610-8,110)(1,920-10,600)(2,070-12,000)(2,180-13,000) 0xUUT╙╙` т┌)9112,3603,0703,7304,440 ▀UUT╙╙` у┌00112465500288943,8306,1308,16010,40012,900 T∙UUT╙╙` жw46I(604-1,340)(2,430-7,090)(3,680-12,600)(4,720-18,000)(5,830-24,500) 4÷UUT╙╙` в┌7-8403,8406,3508,79011,800 73╡UUT╙╙` ь┌U0112467000543122,1604,5707,48011,80010,400 2╪UUT╙╙` ыw0F(224-433)(1,450-3,580)(2,840-8,430)(4,410-15,000)(6,580-25,300) фUUT╙╙` з┌U*3222,3404,9507,90011,900 4,ыUUT╙╙` ш┌13#12467400185.83668100140154 570ЦU UT╙╙` эw74/(3.2-11)(18-100)(31-226)(44-377)(58-594) *U&МUUT╙╙` щ┌86.449101152212 1UUT╙╙` ч┌╙╙#12470300181764100133170127 224 UUT╙╙` ъw╙╙.(11-27)(40-130)(58-235)(74-341)(90-476) UUT╙╙` Ю┌UT176510714919619GOs6тf╧8 >GM J RN Q1GOs6тf╧8╚ UT╙╙╙╙UU А└67uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated ╙╘╙╙UU@ А}00flow--Continued 3,)URUT╙╙ Б┌0, 3UPUT╙╙ Б┌ жBFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙ Б┌UT9(95-percent confidence interval)exceedancepeak used ╙GULUT╙╙@ Б┌5eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 4QUJUT╙╙` Ц┌0-peaks used(cubic feet 3[UHUT╙╙` Д┌90FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР` Е{74Eк Sев+ >HN LMO Q)Eк Sев+` щ8Eк SеЖ)Sе°мas≈%пv >IO MNP QQR7°мas≈%пv12724°мa─g⌡°мas≈%°мapd─{~╗ >JP MOQ QRX(°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ >KQ MPR QORN≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp >LR PQS QPXa ┘╩s≈%GіRpOQ°мa_╟dпc >MS MRT QUVi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ >NT MSU QVWt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N >OU MTV QSVi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ >PV PUW QTWn ┘╩^/GіQ╗SU ┘╩^/х!эE >QW PVX QXYe ┘╩^/х!эETV ┘╩pdх!ч1 >RX PWY QWYc ┘╩pdх!ч1PR ┘╩^/х!#╨v >SY PXZ Qe ┘╩^/х!#╨vWXF·К≥╟в+ >TZ LY[ QlF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ >U[ LZ] Q╚Ёв┘` 1о▀MO╚Ёв┘` щ┐b┘` H÷сот'rо >W] K[ QH÷сот'rо╛*пvUTUT╙╙` Ф┌мa%1247110015114245317372427264 URUT╙╙` ГwЖ3(86-152)(180-396)(224-562)(256-701)(286-851) Q MUPUT╙╙` Х┌>101221315406508 ,UNUT╙╙` И┌≈%!12471200187.236659613260 a6ULUT╙╙` Й┌Q---------- @UJUT╙╙` К┌V---------- cSUHUT╙╙` Л┌мa$124747001082144177203230166 ]UFUT╙╙` МwЖ3(65-105)(112-224)(133-309)(148-382)(163-464) U MgUDUT╙╙` Н┌>75113125136148 іzUBUT╙╙` О┌/1248070020315161677468 n└U@UT╙╙` ПwU+(27-37)(43-66)(50-81)(55-94)(59-106) ┘╩▌U>UT╙╙` Я┌┘╩3153667788 R║U<UT╙╙` Р┌c"1248330020336992111132102 ╚U:UT╙╙` Сw-(26-40)(54-98)(69-143)(81-183)(94-231) ╣U8UT╙╙` Т┌326891110131 0.хU6UT╙╙` У┌UH)12483800214127339051,0401,170968 рU4UT╙╙` ЖwO:(348-487)(606-965)(727-1,260)(816-1,510)(903-1,770) эU2UT╙╙` В┌rо4137519511,1201,290 ОU0UT╙╙` Ь┌ Ф"1248590016124884124178137 ЫU.UT╙╙` Ыw╙╙/(7.5-18)(29-101)(47-219)(65-373)(87-615) )(U,UT╙╙` З┌UT125086121164 13U*UT╙╙` Ш┌UT'12487400104647428769721,070811 32 U(UT╙╙` Эw Й<(376-575)(596-1,100)(683-1,410)(743-1,660)(799-1,920) c*U&UT╙╙` Щ┌мa433620685736780 =U$UT╙╙` Ч┌UF1248830020172833364036 -22GU"UT╙╙` Ъw38*(15-20)(23-35)(27-44)(30-50)(32-56) QU UT╙╙` ┌UB1728354147 2dUUT╙╙` ┌1112488500571,4602,5303,1003,5504,0104,230 nUUT╙╙` w9-H(1,330-1,600)(2,260-2,910)(2,720-3,680)(3,070-4,300)(3,420-5,000) 33xUUT╙╙` ┌1 1,4502,4602,9603,3503,750 6-▀UUT╙╙` ┌3)612489500135,93010,00012,50014,60016,90021,900 ∙UUT╙╙` w╙╙N(4,940-7,060)(8,250-13,800)(9,940-19,000)(11,200-23,700)(12,600-29,300) ÷UUT╙╙` ┌27#5,8109,46011,50013,10014,900 UT╡UUT╙╙` ┌7"1249170034266389113140133 ╪UUT╙╙` w12.(21-31)(50-85)(68-129)(84-172)(101-224) фUUT╙╙` ┌21266593120149 )(ыUUT╙╙` ┌UT:12492500182,3904,3305,4106,2607,130y9┌6,150 ЦU UT╙╙` w70I(1,990-2,880)(3,520-5,900)(4,260-7,900)(4,810-9,600)(5,360-11,500) 0МUUT╙╙` ┌U& 2,3704,2205,2105,9706,800 6UUT╙╙` ┌ Ч+12500500613806948721,0101,1601,580 UT UUT╙╙` w5-:(345-419)(616-804)(757-1,040)(866-1,240)(978-1,450) UUT╙╙` ┌U3817028921,0401,210GOs6тf╧8 >┴_ J T` SGOs6тf╧8ґ )╙╙╙╙UU └70uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated ╙╘╙╙UU@ }60flow--Continued U)URUT╙╙ ┌ 3UPUT╙╙ ┌0)BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙ ┌509(95-percent confidence interval)exceedancepeak used GULUT╙╙@ ┌UeNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 9QUJUT╙╙` ┌ peaks used(cubic feet 5[UHUT╙╙` ┌yFStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР` {)3Eк Sев+ >┼` L_a S2Eк Sев+,806Eк SеЖ)Sе°мas≈%пv >▀a M`b Scd1°мas≈%пv╙╙ °мa─g⌡°мas≈%°мapd─{~╗ >▄b Mac Sdj4°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ >█c Mbd Sad`≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp >▌d Pce Sbja ┘╩s≈%GіRpac°мa_╟dпc >▐e Mdf Sghi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ >░f Meg Shit°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N >▒g Mfh Sehi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ >▓h Pgi Sfin ┘╩^/GіQ╗eg ┘╩^/х!эE >⌠i Phj Sjke ┘╩^/х!эEfh ┘╩pdх!ч1 >■j Pik Sikc ┘╩pdх!ч1bd ┘╩^/х!#╨v >∙k Pjl Se ┘╩^/х!#╨vijF·К≥╟в+ >√l Lkm SlF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 0Ш╞ >≈m Llo S╚Ёв┘` 0Ш╞_a╚Ёв┘` э╞├┘` H÷сот'rо >≥o Km SH÷сот'rоў*пvUTUT╙╙` ┌мa&1250100058962533704765991,230 URUT╙╙` wЖ3(82-113)(209-322)(294-496)(368-662)(452-866) c MUPUT╙╙` ┌>97258381493621 і,UNUT╙╙` ┌≈%/12502000145381,2101,6802,1002,5801,900 Rp6ULUT╙╙` wпcB(408-704)(896-1,950)(1,180-3,090)(1,410-4,230)(1,660-5,680) @UJUT╙╙` ┌5431,2401,7302,1602,640 SUHUT╙╙` ┌─{/12502500424211,1901,7302,1902,7203,100 h]UFUT╙╙` w²B(341-521)(923-1,640)(1,290-2,550)(1,590-3,380)(1,920-4,370) gUDUT╙╙` ┌g4251,2101,7802,2602,810 zUBUT╙╙` ┌//12506000156961,4601,9302,3102,7301,680 k└U@UT╙╙` wч1D(539-897)(1,100-2,270)(1,400-3,320)(1,620-4,270)(1,850-5,370) ·К▌U>UT╙╙` ┌>√6971,4701,9502,3402,760 ║U<UT╙╙` !┌╟-12506500152418501,3401,7902,3301,750 ╚U:UT╙╙` "w>(155-376)(522-1,810)(768-3,370)(977-5,060)(1,210-7,300) ╣U8UT╙╙` #┌rо2478761,3601,7902,270 пvхU6UT╙╙` $┌мa 12507600203.51628405433 1,рU4UT╙╙` %w /(2.2-5.6)(9.6-35)(15-71)(21-112)(27-168) 52-эU2UT╙╙` &┌╙╙3.616273749 ОU0UT╙╙` '┌UT+12507660181108321,1501,3501,700955 100ЫU.UT╙╙` (┌UL---------- U,UT╙╙` )┌50---------- 4U*UT╙╙` *┌,6112508500111,4103,2604,4505,4506,5403,870 , U(UT╙╙` +w J(1,000-1,990)(2,270-6,070)(2,940-9,630)(3,450-13,100)(3,990-17,300) *U&UT╙╙` ,┌-1 1,4303,3604,6305,6906,830 (1=U$UT╙╙` -┌UT%1251255019135740830890910711 ,GU"UT╙╙` .┌ ---------- QU UT╙╙` /┌10---------- @dUUT╙╙` 0┌#12512600163.07020239370486 (1nUUT╙╙` 1w-58(1.0-9.4)(20-453)(51-1,890)(88-4,690)(143-10,400) 0 xUUT╙╙` 2┌╟3.675177288441 1▀UUT╙╙` 3┌,7$12512700204.153126217351186 (5∙UUT╙╙` 4w705(1.8-9.2)(21-194)(45-598)(72-1,220)(108-2,300) 8÷UUT╙╙` 5┌274.866153244361 a╡UUT╙╙` 6┌16/1251300044561,7802,8207,08014,1005,560 (9╪UUT╙╙` 7┌-1---------- фUUT╙╙` 8┌3---------- 0ыUUT╙╙` 9┌12+13334500323387159521,1501,3601,180 ЫU.ЦU UT╙╙` :w<(285-401)(584-937)(752-1,330)(885-1,670)(1,020-2,070) UTМUUT╙╙` ;┌853518191,1701,4901,830 6UUT╙╙` <┌UT/13334700304131,4502,3803,3104,4903,700 0-9 UUT╙╙` =w0)D(310-548)(1,040-2,290)(1,600-4,180)(2,120-6,300)(2,760-9,200) (1UUT╙╙` >┌UT4271,5502,5703,5504,760GOs6тf╧8 >кq J Vr U-GOs6тf╧8╞ U╙╙╙╙UU ?└12uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated ╙╘╙╙UU@ ?}3flow--Continued 1)URUT╙╙ @┌,7 3UPUT╙╙ @┌21BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙ @┌ 89(95-percent confidence interval)exceedancepeak used 6GULUT╙╙@ @┌56eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis -QUJUT╙╙` A┌UTpeaks used(cubic feet 71[UHUT╙╙` B┌1FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР` C{UTEк Sев+ >лr Lqs U3Eк Sев+` <UTEк SеЖ)Sе°мas≈%пv >мs Mrt Uuv°мas≈%пv31048°мa─g⌡°мas≈%°мapd─{~╗ >нt Msu Uv|1°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ >оu Mtv Usvr≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp >пv Puw Ut|a ┘╩s≈%GіRpsu°мa_╟dпc >яw Mvx Uyzi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ >рx Mwy Uz{t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N >сy Mxz Uwzi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ >тz Py{ Ux{n ┘╩^/GіQ╗wy ┘╩^/х!эE >у{ Pz| U|}e ┘╩^/х!эExz ┘╩pdх!ч1 >ж| P{} U{}c ┘╩pdх!ч1tv ┘╩^/х!#╨v >в} P|~ Ue ┘╩^/х!#╨v{|F·К≥╟в+ >ь~ L} UlF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 0Ш╞ >ы L~│ U╚Ёв┘` 0Ш╞qs╚Ёв┘` э╞├┘` H÷сот'rо >ш│ K UH÷сот'rо╟*пvUTUT╙╙` D┌мa(1333520018172967571,3402,210705 |URUT╙╙` EwЩP<(6.2-45)(99-1,500)(222-5,140)(360-11,000)(544-21,400) vUPUT╙╙` F┌S17220441661942 ,UNUT╙╙` G┌*1334345015784739961,6502,6508,150 6ULUT╙╙` Hw>(42-140)(244-1,360)(455-3,860)(686-7,920)(1,000-15,600) @UJUT╙╙` I┌753866971,0101,430 aSUHUT╙╙` J┌▄╩%1334352016100261361442527298 с]UFUT╙╙` Kwi5(72-142)(180-462)(237-713)(280-940)(324-1,200) ╗gUDUT╙╙` L┌x93260390511653 ╗zUBUT╙╙` M┌эE$133436201626107168222281192 х!└U@UT╙╙` Nwх!0(16-44)(60-253)(89-466)(112-678)(137-940) v▌U>UT╙╙` O┌2492145197258 e║U<UT╙╙` P┌|$133436602050246422590790656 ╚U:UT╙╙` Qw7(30-83)(139-560(222-1,120)(295-1,740)(377-2,560) U╣U8UT╙╙` R┌Ш╞47207338461609 ├хU6UT╙╙` S┌rо/13343800156761,8302,5503,1103,7102,380 рU4UT╙╙` TwD(460-991)(1,220-3,460)(1,610-5,400)(1,900-7,130)(2,220-9,100) URэU2UT╙╙` U┌6171,5902,2302,7703,390 ОU0UT╙╙` V┌21213344500401,5104,6706,9408,91011,1007,980 ЫU.UT╙╙` WwK(1,180-1,920)(3,500-6,770)(4,990-10,800)(6,220-14,500)(7,550-18,900) (24U,UT╙╙` X┌0)!1,5204,6606,8808,78010,900 TU*UT╙╙` Y┌38513346100244,6108,39010,40011,90013,40012,600 0 U(UT╙╙` Zw2M(3,900-5,440)(6,940-11,000)(8,350-14,300)(9,380-17,000)(10,400-19,800) ╗*U&UT╙╙` [┌x---------- 6=U$UT╙╙` \┌ M113348000341,0602,5903,6804,6505,7705,000 TGU"UT╙╙` ]w6-F(873-1,290)(2,060-3,540)(2,800-5,410)(3,430-7,210)(4,120-9,400) QU UT╙╙` ^┌U< 1,0502,5403,6004,5405,610 46dUUT╙╙` _┌$133484002036110169225292234 60nUUT╙╙` `w1,1(26-49)(76-187)(110-328)(140-477)(174-675) 3xUUT╙╙` a┌UT34109172234309 1▀UUT╙╙` b┌пv-13348500273988411,1401,3901,6801,500 0∙UUT╙╙` cw)@(332-476)(681-1,130)(886-1,640)(1,050-2,140)(1,240-2,700) 6÷UUT╙╙` d┌773888391,1701,4501,790 13╡UUT╙╙` e┌67613349210345,95013,00016,60019,20021,80023,900 ╪UUT╙╙` fw,7P(4,890-7,280)(10,400-17,600)(12,900-23,600)(14,600-28,100)(16,300-32,700) ,6фUUT╙╙` g┌,9$5,84012,40015,60017,90020,300 4,ыUUT╙╙` h┌11#13349300342998152202260183 w2ЦU UT╙╙` iw(61(22-39)(71-151)(105-255)(134-358)(167-487) 1МUUT╙╙` j┌╙╙30108176241319 UUT╙╙` k┌ \8133493502032112193 2804001,780 U" UUT╙╙` lw3(23-45)(77-195)(122-394)(167-647)(223-1,040) (4UUT╙╙` m┌UT321192082994185GOs6тf╧8 ? ┐ J X└ WGOs6тf╧8╠ UT╙╙╙╙UU n└6-uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 2╙╘╙╙UU@ n},3flow--Continued U)URUT╙╙ o┌ 3UPUT╙╙ o┌-1BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙ o┌139(95-percent confidence interval)exceedancepeak used 0GULUT╙╙@ o┌UeNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis QUJUT╙╙` p┌5peaks used(cubic feet ,30[UHUT╙╙` q┌ hFStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР` r{25(Eк Sев+ ?└ L┐┘ W3Eк Sев+9 UEк SеЖ)Sе°мas≈%пv ?┘ M└├ W┤┬ °мas≈%пv UUT°мa─g⌡°мas≈%°мapd─{~╗ ?├ M┘┤ W┬▌,°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ ?┤ M├┬ W┘┬└≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp ?┬ P┤┴ W├▌a ┘╩s≈%GіRp┘┤°мa_╟dпc ?┴ M┬┼ W▀▄i°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ ?┼ M┴▀ W▄█t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N ?▀ M┼▄ W┴▄i≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ ?▄ P▀█ W┼█n ┘╩^/GіQ╗┴▀ ┘╩^/х!эE ?█ P▄▌ W▌▐e ┘╩^/х!эE┼▄ ┘╩pdх!ч1 ?▌ P█▐ W█▐c ┘╩pdх!ч1├┬ ┘╩^/х!#╨v ?▐ P▌░ We ┘╩^/х!#╨v█▌F·К≥╟в+ ?░ L▐▒ WlF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 2ёg ?▒ L░⌠ W╚Ёв┘` 2ёg┐┘╚Ёв┘` чW>┘` H÷сот'rо ?⌠ K▒ WH÷сот'rо╡*пvUTUT╙╙` s┌мa413349400181,9705,7808,53011,00013,70010,600 dURUT╙╙` tw─{L(1,400-2,780)(3,940-10,200)(5,500-17,100)(6,770-23,900)(8,150-32,300) gКUPUT╙╙` u┌┘╩!1,8805,1307,2509,07011,100 ▌,UNUT╙╙` v┌Rp113349500181,1403,6805,2806,5407,8404,000 a6ULUT╙╙` wwonI(759-1,750)(2,320-7,240)(3,180-11,600)(3,810-15,400)(4,430-19,700) R@UJUT╙╙` x┌ 1,1603,7705,5006,9008,400 ▄SUHUT╙╙` y┌/$133498001159124166202240198 /]UFUT╙╙` zw P1(44-79)(91-215)(115-331)(134-443)(154-580) EgUDUT╙╙` {┌45113175237313 EzUBUT╙╙` |┌ч1/13350500268892,0502,7203,2603,8202,930 ┘╩└U@UT╙╙` }w?F(710-1,120)(1,580-2,920)(2,030-4,170)(2,370-5,230)(2,710-6,380) ▌U>UT╙╙` ~┌╟8822,1002,8803,5504,270 ║U<UT╙╙` ┌613351000637,93019,20025,50030,30035,20033,500 ╚U:UT╙╙` ─wP(6,780-9,310)(15,800-24,200)(20,600-33,400)(24,000-40,700)(27,500-48,200) UT╣U8UT╙╙` │┌13$7,86018,70024,60029,10033,800 ,7хU6UT╙╙` ┌┌UT$133522002022100167229302200 0,рU4UT╙╙` ┐w)2(13-36)(58-224)(89.5-435)(117-662)(147-957) эU2UT╙╙` └┌5022102177250339 TОU0UT╙╙` ┘┌95-13352500191236031,0701,5502,1601,150 LЫU.UT╙╙` ├wUT=(76-201)(347-1,360)(569-2,870)(776-4,680)(1,020-7,270) 1U,UT╙╙` ┤┌╙╙1468821,7202,5903,660 6,U*UT╙╙` ┬┌UT$133525501821119225341496277 20 U(UT╙╙` ┴wUT5(12-36)(65-291)(113-674)(159-1,180)(217-1,950) 5*U&UT╙╙` ┼┌╙╙20108195285399 2=U$UT╙╙` ▀┌╙╙014013000628782,3003,4604,5905,98011,000 2GU"UT╙╙` ▄w╙╙F(760-1,010)(1,920-2,860)(2,790-4,560)(3,590-6,320)(4,540-8,590) QU UT╙╙` █┌╙╙8802,2903,4204,5105,830 dUUT╙╙` ▌┌╙╙+14013500313247199471,1301,3101,320 ,30nUUT╙╙` ▐wU::(266-394)(572-977)(730-1,360)(849-1,690)(968-2,040) xUUT╙╙` ░┌003247329811,1901,400 ▀UUT╙╙` ▒┌60$140159002022140277435654228 UT∙UUT╙╙` ▓w225(13-38)(76-336)(138-818)(201-1,480)(282-2,540) ÷UUT╙╙` ⌠┌8924146276413587 9╡UUT╙╙` ■┌ └/14016000185481,6602,4303,0803,8103,340 -13╪UUT╙╙` ∙w1D(392-791)(1,100-3,020)(1,530-4,990)(1,880-6,870)(2,230-9,140) 56фUUT╙╙` √┌0)5471,6202,3502,9603,630 ыUUT╙╙` ≈┌20/14016500218622,0502,8803,6204,4605,450 21ЦU UT╙╙` ≤w27F(679-1,090)(1,560-3,030)(2,090-4,700)(2,530-6,330)(3,020-8,350) МUUT╙╙` ≥┌╙╙8642,0802,9403,7004,550 UUT╙╙` ┌╙╙$140166002077267396502614253 ,9 UUT╙╙` ⌡wUT7(51-117)(168-520)(237-861)(290-1,170)(343-1,530) 3,5UUT╙╙` °┌,577271412536674╙GOs6тf╧8 ?O∙ J Z√ Y╙GOs6тf╧8Ё 1╙╙╙╙UU ²└╙╙uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated ╙╘╙╙UU@ ²}14flow--Continued 27)URUT╙╙ ·┌U 3UPUT╙╙ ·┌)BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙ ·┌ 99(95-percent confidence interval)exceedancepeak used 8GULUT╙╙@ ·┌UTeNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis )QUJUT╙╙` ÷┌peaks used(cubic feet ┌20[UHUT╙╙` ═┌2,FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР` ║{,7Eк Sев+ ?P√ L∙≈ Y≥Eк Sев+2,9Eк SеЖ)Sе°мas≈%пv ?Q≈ M√≤ Y≥ 0°мas≈%пvUT╙╙°мa─g⌡°мas≈%°мapd─{~╗ ?R≤ M≈≥ Y ═,°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ ?S≥ M≤ Y≈ √≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp ?T P≥⌡ Y≤═a ┘╩s≈%GіRp≈≥°мa_╟dпc ?U⌡ M ° Y²·i°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ ?V° M⌡² Y·÷t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N ?W² M°· Y⌡·i≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ ?X· P²÷ Y°÷n ┘╩^/GіQ╗⌡² ┘╩^/х!эE ?Y÷ P·═ Y═║e ┘╩^/х!эE°· ┘╩pdх!ч1 ?Z═ P÷║ Y÷║ ┘╩pdх!ч1≤ ┘╩^/х!#╨v ?[║ P═╒ Ye ┘╩^/х!#╨v÷═F·К≥╟в+ ?\╒ L║ё YlF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 0Ш╞ ?]ё L╒╔ Y╚Ёв┘` 0Ш╞∙≈╚Ёв┘` э╞├┘` H÷сот'rо ?_╔ Kё YH÷сот'rоЄ*пvUTUT╙╙` ╒┌мa$140166502010111260448726305 URUT╙╙` ёwЖ8(4.9-21)(49-368)(102-1,100)(160-2,240)(240-4,250) UPUT╙╙` є┌ФB12131289464694 ╘,UNUT╙╙` ╔┌Gі214017000442,7005,7907,6309,10010,7009,350 6ULUT╙╙` іwK(2,320-3,140)(4,820-7,300)(6,180-10,100)(7,220-12,400)(8,300-15,000) ~╘@UJUT╙╙` ї┌!2,6705,6807,4608,89010,500 {SUHUT╙╙` ╗┌/$140170401535182308424558218 >]UFUT╙╙` ╘w/7(19-67)(92-520)(144-1,060)(188-1,660)(236-2,430) ngUDUT╙╙` ╙┌²37186314433573 YzUBUT╙╙` ╚┌e(1401707015593667171,1101,640733 ?Z└U@UT╙╙` ╛w;(31-111)(183-1,080)(323-2,720)(462-4,980)(634-8,620) e▌U>UT╙╙` ґ┌═603325908431,150 ╒ L║U<UT╙╙` ў┌·К(1401720020472645248291,2701,560 ` ╚U:UT╙╙` ╞w L8(29-76)(152-590)(274-1,440)(402-2,630)(570-4,610) ╣U8UT╙╙` ╟┌?_48253466688977 хU6UT╙╙` ╠┌514017500153,5207,82010,50012,70015,00013,300 2рU4UT╙╙` ╡w72L(2,660-4,650)(5,760-12,600)(7,380-18,800)(8,620-24,500)(9,890-31,100) -4эU2UT╙╙` Ё┌╙╙"3,4007,3809,82011,80014,000 ОU0UT╙╙` Є┌14614018500456,11014,90020,80025,70031,30033,400 ЫU.UT╙╙` ╣w,3P(5,140-7,250)(12,100-19,400)(16,300-28,500)(19,700-36,800)(23,400-46,300) ╙╙U,UT╙╙` І┌,6$6,06014,50020,00024,50029,600 ╗U*UT╙╙` Ї┌35 14034250167.32538506443 ╙╙ U(UT╙╙` ╦w)-(4.8-11)(16-50)(22-90)(28-131)(35-184) n*U&UT╙╙` ╧┌²7.827435774 =U$UT╙╙` ╨┌ ╚+14034325152076931,1101,5202,030992 ?ZGU"UT╙╙` ╩w>(138-308)(445-1,380)(663-2,650)(858-4,110)(1,080-6,170) QU UT╙╙` ╪┌═1715308051,0601,370 dUUT╙╙` Ґ┌·К114107000391,8403,1303,8804,4805,1105,500 TnUUT╙╙` Ўw9-H(1,660-2,040)(2,760-3,690)(3,340-4,750)(3,790-5,640)(4,250-6,620) 4xUUT╙╙` ©┌ 1,8503,1703,9504,5805,250 3,▀UUT╙╙` ю┌12114110000693,1805,5006,8207,8708,9709,870 4∙UUT╙╙` аw0)I(2,930-3,450)(4,970-6,220)(6,050-7,930)(6,880-9,330)(7,740-10,800) 0÷UUT╙╙` б┌00 3,1905,5506,9007,9909,130 85╡UUT╙╙` ц┌%1411180015105302459605781569 ╙╪UUT╙╙` дw-77(74-149)(206-554)(292-981)(366-1,440)(450-2,070) ,40фUUT╙╙` е┌UT110321491647832 ыUUT╙╙` ф┌2114112000261,0703,0604,5605,9407,5505,200 8ЦU UT╙╙` гwUTH(822-1,390)(2,250-4,670)(3,190-7,680)(4,000-10,700)(4,900-14,500) ╧МUUT╙╙` х┌57 1,0502,9504,3305,5706,990 1UUT╙╙` и┌,5#14112200292588148208287229 > UUT╙╙` йw800(19-33)(63-140)(99-263)(132-404)(174-603) ╙╙UUT╙╙` к┌82585140192259UTGOs6тf╧8 ?▒ї J \╗ [0GOs6тf╧8╣ ,6╙╙╙╙UU л└,6uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated ю╙╘╙╙UU@ л}3,flow--Continued ,8)URUT╙╙ м┌U 3UPUT╙╙ м┌-3BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙ м┌39(95-percent confidence interval)exceedancepeak used 8GULUT╙╙@ м┌6eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis ╙QUJUT╙╙` н┌4peaks used(cubic feet ┌2[UHUT╙╙` о┌0FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР` п{,6Eк Sев+ ?▓╗ Lї╘ [╙Eк Sев+2,94Eк SеЖ)Sе°мas≈%пv ?⌠╘ M╗╙ [╚╛"°мas≈%пv>U°мa─g⌡°мas≈%°мapd─{~╗ ?■╙ M╘╚ [╛╡4°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ ?∙╚ M╙╛ [╘╛╗≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp ?√╛ P╚ґ [╙╡a ┘╩s≈%GіRp╘╚°мa_╟dпc ?≈ґ M╛ў [╞╟i°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ ?≤ў Mґ╞ [╟╠t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N ?≥╞ Mў╟ [ґ╟i≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ ? ╟ P╞╠ [ў╠n ┘╩^/GіQ╗ґ╞ ┘╩^/х!эE ?⌡╠ P╟╡ [╡Ёe ┘╩^/х!эEў╟ ┘╩pdх!ч1 ?°╡ P╠Ё [╠Ёc ┘╩pdх!ч1╙╛ ┘╩^/х!#╨v ?²Ё P╡Є [e ┘╩^/х!#╨v╠╡F·К≥╟в+ ?·Є LЁ╣ [lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ ?÷╣ LЄЇ [╚Ёв┘` 1о▀ї╘╚Ёв┘` щ┐b┘` H÷сот'rо ?║Ї K╣ [H÷сот'rоІ*пvUTUT╙╙` я┌мa%1411240014113250331397466430 URUT╙╙` рwЖ3(84-152)(182-415)(230-613)(267-791)(304-993) ╚ MUPUT╙╙` с┌>126310442560694 ,UNUT╙╙` т┌≈%514112500363,2609,25013,20016,40019,90017,500 ╚6ULUT╙╙` уwN(2,560-4,150)(6,970-13,400)(9,550-20,400)(11,600-26,600)(13,700-33,600) @UJUT╙╙` ж┌#3,1908,86012,50015,40018,500 ~╘SUHUT╙╙` в┌Gі614113000717,84020,50029,70037,80047,20051,000 ]UFUT╙╙` ьw┘╩P(6,790-9,040)(17,200-25,400)(24,100-38,500)(30,000-50,700)(36,600-65,300) ?⌡gUDUT╙╙` ы┌e$7,84020,40029,50037,40046,600 zUBUT╙╙` з┌Ё/14121300216991,1501,3901,5601,7401,510 Ё P└U@UT╙╙` шw┘╩B(605-807)(978-1,460)(1,150-1,850)(1,270-2,160)(1,390-2,500) ▌U>UT╙╙` э┌·К7091,1701,4201,6101,800 ║U<UT╙╙` щ┌114121500121,5902,6103,1403,5403,9402,900 о╚U:UT╙╙` чw KH(1,300-1,930)(2,120-3,700)(2,470-4,830)(2,720-5,760)(2,970-6,770) ╙╙╣U8UT╙╙` ъ┌1 1,6002,6503,2003,6304,060 UTхU6UT╙╙` Ю┌4-114122000131,9703,3804,1504,7505,3603,860 PрU4UT╙╙` Аw1H(1,620-2,400)(2,730-4,790)(3,240-6,410)(3,610-7,780)(3,980-9,300) 16эU2UT╙╙` Б┌ ╚ 2,0203,5304,3905,0705,770 50ОU0UT╙╙` Ц┌9,214123000262,7605,0206,4107,5708,83010,800 ЫU.UT╙╙` Дw90J(2,380-3,180)(4,240-6,330)(5,250-8,590)(6,050-10,600)(6,880-12,900) U,UT╙╙` Е┌47 2,7905,1206,5707,7909,110 U*UT╙╙` Ф┌20?14123500754,6008,50010,60012,20013,800y10┌15,300 UT U(UT╙╙` Гw40M(4,190-5,050)(7,580-9,760)(9,270-12,500)(10,500-14,600)(11,800-16,900) 3*U&UT╙╙` Х┌10#4,6108,52010,60012,20013,900 (9=U$UT╙╙` И┌,8114124500172,7803,7804,1904,4804,7404,140 КGU"UT╙╙` ЙwH(2,510-3,090)(3,360-4,490)(3,680-5,160)(3,890-5,640)(4,080-6,100) 40QU UT╙╙` К┌╙╙ 2,7603,8004,2704,6104,940 ,7dUUT╙╙` Л┌114125000142,5203,6004,1504,5604,9704,330 1nUUT╙╙` Мw3,H(2,220-2,840)(3,140-4,460)(3,540-5,440)(3,820-6,220)(4,100-7,040) 60xUUT╙╙` Н┌╙╙ 2,5103,6504,2504,7205,220 ,7▀UUT╙╙` О┌(3%1412520020192345435508585491 ╙∙UUT╙╙` Пw,54(162-226)(286-455)(348-614)(396-752)(446-909) 2÷UUT╙╙` Я┌10191345436510588 ╡UUT╙╙` Р┌314125500213,3006,7709,04011,00013,2009,560 00)╪UUT╙╙` СwU,K(2,710-4,000)(5,420-9,350)(6,950-13,600)(8,180-17,500)(9,490-22,200) 235фUUT╙╙` Т┌1"3,2806,6508,81010,60012,600 ыUUT╙╙` У┌ Г"1412630021447591104116103 ЦU UT╙╙` Жw,5-(38-51)(63-96)(74-124)(83-147)(92-171) 0МUUT╙╙` В┌60447592106118 =U$UUT╙╙` Ь┌14214127000255,2407,7808,9509,79010,6008,880 UUT╙╙` ЫwJ(4,710-5,830(6,880-9,220)(7,780-11,000)(8,400-12,300)(8,990-13,600) UUT╙╙` З┌2!5,1907,6808,8109,61010,400GOs6тf╧8 ?с╧ J ^╨ ]tGOs6тf╧8Ї ╙╙╙╙UU Ш└40uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated ╙╙╘╙╙UU@ Ш}2flow--Continued 5)URUT╙╙ Э┌╙╙ 3UPUT╙╙ Э┌-4BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙ Э┌UT9(95-percent confidence interval)exceedancepeak used 9GULUT╙╙@ Э┌╙╙eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis ТQUJUT╙╙` Щ┌8peaks used(cubic feet ╙╙[UHUT╙╙` Ч┌2FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР` Ъ{ 0Eк Sев+ ?т╨ L╧╩ ]Eк Sев+21470Eк SеЖ)Sе°мas≈%пv ?у╩ M╨╪ ]ҐЎЫ°мas≈%пv8306,°мa─g⌡°мas≈%°мapd─{~╗ ?ж╪ M╩Ґ ]Ўд°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ ?вҐ M╪Ў ]╩Ў╨≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp ?ьЎ PҐ© ]╪дa ┘╩s≈%GіRp╩Ґ°мa_╟dпc ?ы© MЎю ]абi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ ?зю M©а ]бцt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N ?ша Mюб ]©бi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ ?эб Pац ]юцn ┘╩^/GіQ╗©а ┘╩^/х!эE ?щц Pбд ]деe ┘╩^/х!эEюб ┘╩pdх!ч1 ?чд Pце ]цеc ┘╩pdх!ч1╪Ў ┘╩^/х!#╨v ?ъе Pдф ]e ┘╩^/х!#╨vцдF·К≥╟в+ ?Юф Lег ]lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ ?Аг Lфи ]╚Ёв┘` 1о▀╧╩╚Ёв┘` щ┐b┘` H÷сот'rо ?Ци Kг ]H÷сот'rо╦*пvUTUT╙╙`┌мa%1412720010342578696783871575 URUT╙╙`wЖ:(270-434)(452-890)(528-1,180)(580-1,420)(630-1,680) UPUT╙╙`┌ФB335556661737812 ,UNUT╙╙`┌Gі7141285004513,80025,90032,40037,60042,80045,700 _╟d6ULUT╙╙`w MR(12,200-15,600)(22,300-31,200)(27,400-40,600)(31,200-48,300)(35,000-56,400) @UJUT╙╙`┌мa%13,70025,40031,50036,40041,200 ╩SUHUT╙╙`┌?ш%1414320022128220274317364281 ╩]UFUT╙╙`w4(110-147)(186-279)(225-369)(255-447)(285-534) GіgUDUT╙╙`┌х!129223279325374 zUBUT╙╙` ┌х!7141435003714,20022,00026,20029,30032,60040,400 pd└U@UT╙╙` w/R(12,900-15,500)(19,800-25,400)(23,000-31,200)(25,400-35,800)(27,900-40,600) ▌U>UT╙╙`┌·К%13,90021,20024,90027,60030,400 в║U<UT╙╙`┌?А114144000171,2502,0202,4202,7203,0102,430 ╚U:UT╙╙` wH(1,060-1,460)(1,700-2,630)(1,980-3,340)(2,180-3,910)(2,370-4,510) ╣U8UT╙╙`┌ 1,2401,9902,3802,6702,960 8хU6UT╙╙`┌╙╙$141445502176128154174193127 ,1рU4UT╙╙`w302(65-88)(107-165)(126-209)(140-244)(152-281) эU2UT╙╙`┌Gі77131159181202 ,ОU0UT╙╙`┌4!141446002542688294106103 MЫU.UT╙╙`w)-(37-47)(59-82)(70-105)(78-124)(86-145) U,UT╙╙`┌UJ41667989100 U*UT╙╙`┌0$142119002377130159182207176 14 U(UT╙╙`w22(67-88)(110-162)(132-210)(148-251)(165-295) *U&UT╙╙`┌(280142179210245 D=U$UT╙╙`┌1/14212000378321,3701,6401,8502,0502,600 03GU"UT╙╙`w6,Q(746-927)(1,210-1,620)(1,420-2,010)(1,570-2,310)(1,720-2,620) QU UT╙╙`┌5,8321,3701,6501,8602,070 dUUT╙╙`┌1614213200145,90011,10014,20016,70019,40015,600 nUUT╙╙`w0O(4,720-7,340)(8,730-16,400)(10,700-23,000)(12,200-29,000)(13,800-35,800) 0)xUUT╙╙`┌80$5,91011,10014,20016,60019,200 ▀UUT╙╙`┌2+14213500273987599601,1201,2801,070 445∙UUT╙╙`w17:(337-469)(627-987)(770-1,320)(878-1,590)(985-1,890) ÷UUT╙╙` ┌-24067901,0201,2001,390 13╡UUT╙╙`!┌U0-14214000104719521,2201,4301,6501,180 1╪UUT╙╙`"w>(344-648)(686-1,700)(842-2,490)(956-3,190)(1,070-3,980) фUUT╙╙`#┌94639051,1301,3101,480 14ыUUT╙╙`$┌15%1421450013278447539610684528 ЦU UT╙╙`%w(16(234-329)(371-604)(434-788)(480-944)(526-1,120) МUUT╙╙`&┌U$290493620725839 UUT╙╙`'┌,6/14215000217201,3901,8102,1702,5602,750 746 UUT╙╙`(w)C(602-858)1,130-1,860)(1,420-2,620)(1,660-3,320)(1,900-4,140) `UUT╙╙`)┌,67351,4401,9002,2902,720GOs6тf╧8 @к J `л _0GOs6тf╧8╧ -7╙╙╙╙UU *└0)uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated T╙╘╙╙UU@*}35flow--Continued 1)URUT╙╙ +┌45 3UPUT╙╙+┌37BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙+┌209(95-percent confidence interval)exceedancepeak used 1GULUT╙╙@+┌,1eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis #QUJUT╙╙`,┌30peaks used(cubic feet `$[UHUT╙╙`-┌27FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`.{261Eк Sев+ @л Lкм _Eк Sев+`',6Eк SеЖ)Sе°мas≈%пv @м Mлн _опT°мas≈%пv60258°мa─g⌡°мas≈%°мapd─{~╗ @н Mмо _пж°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ @о Mнп _мпл≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp @п Pоя _нжa ┘╩s≈%GіRpмо°мa_╟dпc @я Mпр _стi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ @р Mяс _туt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N @с Mрт _ятM≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ @т Pсу _руn ┘╩^/GіQ╗яс ┘╩^/х!эE @у Pтж _жвe ┘╩^/х!эEрт ┘╩pdх!ч1 @ ж Pув _увc ┘╩pdх!ч1нп ┘╩^/х!#╨v @!в Pжь _e ┘╩^/х!#╨vужF·К≥╟в+ @"ь Lвы _lF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ @#ы Lьш _╚Ёв┘` 1о▀км╚Ёв┘` щ┐b┘` H÷сот'rо @%ш Kы _H÷сот'rо╨*пvUTUT╙╙`/┌мa/14215500195821,4502,0402,5503,1301,880 °мaURUT╙╙`0wdD(443-764)(1,060-2,270)(1,430-3,560)(1,720-4,800)(2,040-6,310) ▐LUPUT╙╙`1┌│╘5881,4502,0202,4903,020 ,UNUT╙╙`2┌a614216000289,31019,50025,20029,60034,20027,000 6ULUT╙╙`3wQ(7,690-11,300)(15,600-26,400)(19,600-36,100)(22,500-44,100)(25,400-52,800) Ж@UJUT╙╙`4┌~╘$9,34019,50025,10029,50034,000 тSUHUT╙╙`5┌╩614216500396,45012,40016,10019,30022,80030,600 ]UFUT╙╙`6wnP(5,670-7,310)(10,600-15,100)(13,400-20,600)(15,700-25,600)(18,200-31,300) тgUDUT╙╙`7┌$6,47012,50016,20019,40022,900 ч1zUBUT╙╙`8┌╨v/14216800139781,5901,9002,1502,3901,840 F·К└U@UT╙╙`9w@"F(817-1,170)(1,310-2,180)(1,520-2,820)(1,680-3,350)(1,830-3,920) ▌U>UT╙╙`:┌ш 1,0101,7202,1302,4802,850 ║U<UT╙╙`;┌7142180003318,50032,50040,10045,90051,90054,400 ╚U:UT╙╙`<wR(16,300-21,000)(28,000-39,700)(33,600-51,100)(37,800-60,300)(42,100-70,100) ╣U8UT╙╙`=┌%18,60032,90040,80047,00053,500 1хU6UT╙╙`>┌-6%1421830018311507616702792724 0рU4UT╙╙`?w0 6(268-359)(430-648)(508-838)(566-999)(625-1,180) эU2UT╙╙`@┌0 307497601686773 ОU0UT╙╙`A┌,6614219000125,91010,40012,90014,90016,90011,700 ЫU.UT╙╙`Bw4N(4,750-7,340)(8,240-15,400)(9,860-21,000)(11,000-25,800)(12,200-31,300) U,UT╙╙`C┌1#5,7509,86012,00013,70015,300 wnU*UT╙╙`D┌(17142195002033,60062,20077,00088,10099,20079,300 300 U(UT╙╙`Ew7U(27,800-40,700)(50,100-85,000)(60,300-112,000)(67,600-134,000)(74,600-156,000) *U&UT╙╙`F┌1%33,50061,60076,30087,00097,900 1=U$UT╙╙`G┌(1114219800371,7003,0003,6404,1104,5803,600 ╙GU"UT╙╙`Hw,7H(1,500-1,940)(2,580-3,660)(3,070-4,600)(3,410-5,320)(3,740-6,050) 0,QU UT╙╙`I┌54 1,6702,9003,4803,9004,330 6,dUUT╙╙`J┌0-114221500131,4802,1502,4902,7503,0002,230 1nUUT╙╙`Kw=H(1,290-1,690)(1,860-2,730)(2,100-3,360)(2,270-3,880)(2,440-4,420) 1xUUT╙╙`L┌7 1,4902,2202,6302,9503,290 68▀UUT╙╙`M┌08614222500678,90014,70017,70019,90022,20028,600 ∙UUT╙╙`NwU0P(8,220-9,640)(13,400-16,600)(15,800-20,400)(17,600-23,400)(19,400-26,400) ╙╙÷UUT╙╙`O┌-7$8,86014,60017,50019,70021,900 1,╡UUT╙╙`P┌╨#14222700183677105130159192 9,8╪UUT╙╙`Qw15/(28-44)(60-113)(78-171)(93-228)(109-298) 62,фUUT╙╙`R┌9357498118140 UTыUUT╙╙`S┌7,614223000317,58012,80016,10018,90021,90042,000 ЦU UT╙╙`Tw00P(6,780-8,430)(11,200-15,200)(13,700-20,100)(15,700-24,500)(17,900-29,600) (1МUUT╙╙`U┌0$7,59012,90016,20019,00022,000 UTUUT╙╙`V┌,57142235003410,40015,60018,40020,60022,90024,000 0-6 UUT╙╙`Ww╙╙Q(9,580-11,400)(14,100-17,900)(16,300-21,800)(18,000-25,100)(19,700-28,500) UUT╙╙`X┌3%10,30015,50018,30020,50022,8002GOs6тf╧8 @Wщ J bч a0GOs6тf╧8╩ 1╙╙╙╙UU Y└2,uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 9╙╘╙╙UU@Y}00flow--Continued (1)URUT╙╙ Z┌40 3UPUT╙╙Z┌OBFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙Z┌059(95-percent confidence interval)exceedancepeak used 8GULUT╙╙@Z┌9-eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 1QUJUT╙╙`[┌2,peaks used(cubic feet 6,7[UHUT╙╙`\┌15FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`]{02Eк Sев+ @Xч Lщъ a4Eк Sев+15,0Eк SеЖ)Sе°мas≈%пv @Yъ MчЮ aАБ5°мas≈%пv0-190°мa─g⌡°мas≈%°мapd─{~╗ @ZЮ MъА aБХT°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ @[А MЮБ aъБч≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp @\Б PАЦ aЮХa ┘╩s≈%GіRpъА°мa_╟dпc @]Ц MБД aЕФi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ @^Д MЦЕ aФГt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N @_Е MДФ aЦФi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ @`Ф PЕГ aДГn ┘╩^/GіQ╗ЦЕ ┘╩^/х!эE @aГ PФХ aХИe ┘╩^/х!эEДФ ┘╩pdх!ч1 @bХ PГИ aГИc ┘╩pdх!ч1ЮБ ┘╩^/х!#╨v @cИ PХЙ ae ┘╩^/х!#╨vГХF·К≥╟в+ @dЙ LИК alF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 0Ш╞ @eК LЙМ a╚Ёв┘` 0Ш╞щъ╚Ёв┘` э╞├┘` H÷сот'rо @gМ KК aH÷сот'rо╪*пvUTUT╙╙`^┌мa"1422380021528298110123112 URUT╙╙`_wd/(45-58)(71-101)(82-127)(91-149)(100-172) UPUT╙╙``┌Б518197109121 ┘╩,UNUT╙╙`a┌114224500221,6303,1104,1305,0206,0508,030 %6ULUT╙╙`bw╟dH(1,380-1,910)(2,580-4,080)(3,290-5,860)(3,870-7,560)(4,520-9,640) ─г@UJUT╙╙`c┌ 1,6603,2304,3305,2906,390 ЖSUHUT╙╙`d┌~╘-14225500334257981,0201,2001,3901,400 Ф]UFUT╙╙`ew²<(370-487)(678-993)(841-1,330)(968-1,630)(1,100-1,950) ГgUDUT╙╙`f┌Q╗4328231,0601,2601,480 PzUBUT╙╙`g┌┘╩7142265007613,70025,80032,60037,90043,50036,600 c└U@UT╙╙`hwБR(12,500-15,000)(23,000-29,600)(28,500-38,500)(32,700-45,600)(37,000-53,300) ▌U>UT╙╙`i┌%13,70025,70032,40037,70043,100 ║U<UT╙╙`j┌$142268001960116151181213147 Ш╞╚U:UT╙╙`kw` 1(49-72)(94-160)(117-226)(136-286)(156-356) ╣U8UT╙╙`l┌61120157189224 хU6UT╙╙`m┌^%1422690028109220302373453542 рU4UT╙╙`nwd3(93-128)(185-289)(241-421)(288-547)(340-700) UPэU2UT╙╙`o┌5110222301370447 ОU0UT╙╙`p┌14114230000151,3602,5903,3103,8904,5102,990 LЫU.UT╙╙`qwH(1,090-1,690)(2,040-3,770)(2,500-5,280)(2,860-6,620)(3,220-8,150) UJU,UT╙╙`r┌1 1,4002,7403,5704,2504,990 UHU*UT╙╙`s┌14$142311002181113129140151133 ,4 U(UT╙╙`twe2(73-89)(101-132)(113-156)(122-174)(130-193) *U&UT╙╙`u┌UD81117136151166 8=U$UT╙╙`v┌48%1423170010227349416468522455 3GU"UT╙╙`ww04(189-270)(290-487)(335-637)(367-766)(399-910) 0-QU UT╙╙`x┌,6231368450517588 00-dUUT╙╙`y┌,3114232000132,6103,8604,4204,8305,2204,150 ,nUUT╙╙`zwUTH(2,250-3,040)(3,280-5,010)(3,680-6,090)(3,960-6,910)(4,210-7,740) xUUT╙╙`{┌11 2,6103,9204,5605,0505,550 UT▀UUT╙╙`|┌12614232500688,15015,90020,40024,00027,70031,600 ∙UUT╙╙`}w P(7,340-9,050)(14,000-18,600)(17,600-24,600)(20,300-29,600)(23,100-34,900) UT÷UUT╙╙`~┌2$8,18016,00020,50024,20027,900 14╡UUT╙╙`┌59$142332001190147178203228169 ╙╙╪UUT╙╙`─w-13(74-109)(120-210)(140-280)(155-341)(170-408) 0-8фUUT╙╙`│┌╙╙91154190220252 3ыUUT╙╙`┌┌UH9142335004828,80054,80071,20085,100100,000103,000 4ЦU UT╙╙`┐weT(25,700-32,200)(47,800-65,100)(60,500-88,400)(70,800-109,000)(81,800-132,000) 1МUUT╙╙`└┌╙╙%28,90054,90071,30085,00099,700 5UUT╙╙`┘┌╙╙7142350002626,80043,70053,80062,10071,00083,500 910 UUT╙╙`├wxR(23,900-30,000)(38,200-52,700)(45,800-68,300)(51,700-81,800)(57,900-97,100) UUT╙╙`┤┌ ,&26,90044,10054,40062,90072,000GOs6тf╧8 @≥О J dП c2GOs6тf╧8Ґ 4╙╙╙╙UU ┬└UTuTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated 0╙╘╙╙UU@┬}24flow--Continued 00)URUT╙╙ ┴┌UT 3UPUT╙╙┴┌80BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙┴┌169(95-percent confidence interval)exceedancepeak used 5GULUT╙╙@┴┌-8eNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 1QUJUT╙╙`┼┌ 4peaks used(cubic feet 00-[UHUT╙╙`▀┌,1FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`▄{00,Eк Sев+ @ П LОЯ c4Eк Sев+43,0Eк SеЖ)Sе°мas≈%пv @⌡Я MПР cСТ,°мas≈%пv00-,7°мa─g⌡°мas≈%°мapd─{~╗ @°Р MЯС cТЗT°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ @²С MРТ cЯТП≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp @·Т PСУ cРЗa ┘╩s≈%GіRpЯС°мa_╟dпc @÷У MТЖ cВЬi°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ @═Ж MУВ cЬЫt°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N @║В MЖЬ cУЬi≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ @╒Ь PВЫ cЖЫn ┘╩^/GіQ╗УВ ┘╩^/х!эE @ёЫ PЬЗ cЗШe ┘╩^/х!эEЖЬ ┘╩pdх!ч1 @єЗ PЫШ cЫШc ┘╩pdх!ч1РТ ┘╩^/х!#╨v @╔Ш PЗЭ ce ┘╩^/х!#╨vЫЗF·К≥╟в+ @іЭ LШЩ clF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ @їЩ LЭЪ c╚Ёв┘` 1о▀ОЯ╚Ёв┘` щ┐b┘` H÷сот'rо @╘Ъ KЩ cH÷сот'rоЎ*пvUTUT╙╙`█┌мa$142353002186124140152163142 URUT╙╙`▌wЖ2(76-96)(109-148)(122-174)(130-193)(138-212) UPUT╙╙`▐┌П85123140153165 К,UNUT╙╙`░┌┘╩114235500282,1103,6404,5605,3106,1306,620 і6ULUT╙╙`▒wH(1,860-2,390)(3,140-4,450)(3,820-5,870)(4,360-7,110)(4,920-8,520) мa@UJUT╙╙`▓┌@═ 2,0703,5004,3104,9505,640 ЩRSUHUT╙╙`⌠┌7142362004010,60019,20023,50026,60029,60027,100 ▐L]UFUT╙╙`■w│NQ(9,250-12,100)(16,400-23,500)(19,700-29,700)(22,000-34,500)(24,100-39,200) !gUDUT╙╙`∙┌З%10,50018,80022,80025,60028,400 dzUBUT╙╙`√┌ P7142365001810,90018,20022,20025,40028,60023,200 @╔└U@UT╙╙`≈weQ(9,310-12,700)(15,300-23,700)(18,100-30,800)(20,200-36,800)(22,300-43,300) .▌U>UT╙╙`≤┌╟%10,70017,50021,10023,90026,700 ║U<UT╙╙`≥┌%1423700024104161187205222170 о╚U:UT╙╙` w3(91-118)(139-198)(158-238)(171-267)(183-295) *пv╣U8UT╙╙`⌡┌мa105164193214234 хU6UT╙╙`°┌UR21423750028 1,2002,0802,5802,9803,4103,510 рU4UT╙╙`²wUPH(1,050-1,360)(1,780-2,560)(2,150-3,340)(2,440-4,010)(2,730-4,740) 2,эU2UT╙╙`·┌,3 1,2002,0802,5802,9803,410 ОU0UT╙╙`÷┌(37142380002832,60050,60060,00067,20074,50067,000 @UJЫU.UT╙╙`═w2R(29,300-36,200)(44,800-60,000)(51,900-73,900)(57,200-85,100)(62,400-96,800) U,UT╙╙`║┌27%32,70050,90060,70068,20075,900 1U*UT╙╙`╒┌50214239000183,6106,9408,6609,94011,2007,480 U(UT╙╙`ёwЗK(2,910-4,500)(5,450-9,940)(6,590-13,300)(7,400-16,000)(8,180-18,800) 900*U&UT╙╙`є┌,4!3,5606,6808,1809,26010,300 ≈=U$UT╙╙`╔┌╨v1423910020243439424534 )(GU"UT╙╙`іw,3*(21-26)(30-41)(34-48)(36-54)(38-60) QU UT╙╙`ї┌02334384245 ╙dUUT╙╙`╗┌21423970020223745525847 UTnUUT╙╙`╘w1-*(19-26)(31-48)(37-62)(41-74)(46-86) xUUT╙╙`╙┌⌡2237445056 ▀UUT╙╙`╚┌╙╙614240800145,22011,40014,90017,80020,80014,500 ∙UUT╙╙`╛w²O(3,920-6,980)(8,300-18,700)(10,500-27,300)(12,100-35,000)(13,700-43,600) эU2÷UUT╙╙`ґ┌1$5,20011,10014,20016,70019,200 UT╡UUT╙╙`ў┌80@14241100129,45022,30030,50037,20044,600y11┌25,600 ═╪UUT╙╙`╞w,2R(6,720-13,300)(15,500-40,800)(20,100-64,100)(23,700-86,200)(27,300-113,000) фUUT╙╙`╟┌00$9,50021,90029,30035,20041,400 ╒ыUUT╙╙`╠┌3,614241490326,66011,80014,70016,90019,30019,200 ЦU UT╙╙`╡w(5P(5,860-7,570)(10,100-14,400)(12,300-18,800)(13,900-22,400)(15,600-26,400) 3МUUT╙╙`Ё┌9,$6,63011,70014,50016,60019,000 91UUT╙╙`Є┌47142425007217,40031,30039,10045,20051,60059,300 36- UUT╙╙`╣wUTR(15,900-19,000)(28,100-35,700)(34,400-45,800)(39,200-54,000)(44,200-62,800) UUT╙╙`І┌╘%17,40031,30039,00045,10051,400GOs6тf╧8 @ш J f eGOs6тf╧8© ,4╙╙╙╙UU Ї└20uTable 2. }Flood discharges for selected exceedance probabilities at gaging stations on streams with unregulated ╙╘╙╙UU@Ї}5flow--Continued )URUT╙╙ ╦┌U 3UPUT╙╙╦┌1BFlood discharge, in cubic feet per secondAt indicatedMaximum =UNUT╙╙╦┌-19(95-percent confidence interval)exceedancepeak used 3GULUT╙╙@╦┌UTeNumber ofWeighted estimate of flood discharge, in cubic feet per secondprobabilitiesin analysis 7QUJUT╙╙`╧┌9,peaks used(cubic feet 5,8[UHUT╙╙`╨┌14FStation numberin analysis0.50.10.040.02┘┌0.01per second) eЪР`╩{05Eк Sев+ @э L eEк Sев+31,0Eк SеЖ)Sе°мas≈%пv @щ M e,°мas≈%пv00-,7°мa─g⌡°мas≈%°мapd─{~╗ @ч M eT°мapdЖЩP°мapd─{~╗Z ┘╩─gКGі│╘ @ъ M e≤>~ФB▐LS ┘╩─gКGі│╘ZZ ┘╩s≈%GіRp @Ю P ea ┘╩s≈%GіRp°мa_╟dпc @А M e i°мa_╟dпcionon°мa_╟d°мal─г°мal▄╩─{~╘ @Б M e t°мaiЖЩR°мal▄╩─{~╘ЄZ ┘╩^/Gі│N @Ц M e i≤>^/▐L² ┘╩^/Gі│NZ ┘╩^/GіQ╗ @Д P en ┘╩^/GіQ╗ ┘╩^/х!эE @Е P e e ┘╩^/х!эE ┘╩pdх!ч1 @Ф P e c ┘╩pdх!ч1 ┘╩^/х!#╨v @Г P ee ┘╩^/х!#╨vF·К≥╟в+ @Х L elF·К≥╟в+0.F·К≥╟й ≥╟╚Ёв┘` 1о▀ @И L e╚Ёв┘` 1о▀╚Ёв┘` щ┐b┘` H÷сот'rо @К K g eH÷сот'rою/пvUTUT╙╙`╪┌мa!142426002139769811613599 URUT╙╙`Ґwd/(33-47)(62-104)(77-143)(88-178)(100-217) UPUT╙╙`Ў┌397595112129 ┘╩,UNUT╙╙`©┌9142430003651,20075,70086,70094,400102,000139,000 p6ULUT╙╙`юwпcU(46,900-56,000)(68,200-86,800)(76,900-102,000)(82,900-113,000)(88,500-124,000) @UJUT╙╙`а┌&51,20076,10087,50095,700104,000 SUHUT╙╙`б┌│N114243500211,2802,2202,7503,1703,6203,500 ]UFUT╙╙`цw┘╩H(1,090-1,500)(1,860-2,880)(2,230-3,800)(2,520-4,590)(2,800-5,460) эEgUDUT╙╙`д┌ 1,2702,1702,6603,0403,440 dzUBUT╙╙`е┌ P414245000364,9707,9509,61010,90012,30011,700 └U@UT╙╙`фwL(4,510-5,470)(7,080-9,260)(8,380-11,600)(9,360-13,600)(10,400-15,700) +▌U>UT╙╙`г┌╟"4,9507,9009,53010,80012,200 ║U<UT╙╙`х┌214247500394,9007,4008,5909,45010,3008,900 ╚U:UT╙╙`иwK(4,500-5,350)(6,670-8,460)(7,620-10,100)(8,290-11,300)(8,930-12,500) !14╣U8UT╙╙`й┌8!4,8607,3208,4909,36010,200 хU6UT╙╙`к┌77$142481002278148186214243151 ╙╙рU4UT╙╙`лw52(64-94)(120-201)(146-268)(164-322)(183-379) эU2UT╙╙`м┌,479150190221252 LОU0UT╙╙`н┌.14248200155609181,1101,2501,4001,020 ЫU.UT╙╙`оw(8?(473-663)(762-1,230)(892-1,580)(986-1,880)(1,080-2,190) 00U,UT╙╙`п┌╙╙5488841,0601,1801,320 2U*UT╙╙`я┌20414249000245,3708,3209,72010,70011,7009,280 ,8 U(UT╙╙`рw(2M(4,760-6,060)(7,240-10,100)(8,290-12,300)(9,030-13,900)(9,730-15,600) 4*U&UT╙╙`с┌е#5,2608,0607,17010,30011,200 10,=U$UT╙╙`т┌214250500212,4203,8204,5905,1805,8004,770 GU"UT╙╙`уw36K(2,130-2,740)(3,310-4,710)(3,870-5,950)(4,290-6,980)(4,710-8,100) 12,QU UT╙╙`ж┌х!2,3503,6404,2904,8005,320 0d*t*╙∙U`ь─0 ▀1zMaximum peak of record (35,000 ft─3z/s on December 10, 1933) was not used in analysis because it resulted from a dam failure. 9,qjs*╙∙U`ы─UT÷2zMaximum peak of record (445 ft─3z/s on January 15, 1961) was not used in analysis because it was caused in part by failure of a large beaver dam. 12~╙r*╙∙U`з─н┴3zMaximum peak of record (39,500 ft─3z/s on February 8, 1996) was not used in analysis because it was affected by regulation. ▀Йq*╙∙U`э─╙╙▒4zHistoric peak of 1897 (about 70,000 ft─3z/s) was not used in analysis because it is significantly below the high-outlier threshold. (≥*p*╙∙U`ч─90▒5zHistoric peak of June 1984 (195,000 ft─3z/s) was not used in analysis because it is significantly below the high-outlier threshold. іjo*╙∙U`Ю─4,▒6zHistoric peak of May 6, 1948 (1,770 ft─3z/s) was not used in analysis because it is significantly below the high-outlier threshold. 4Ё╙n*╙∙U Б─*╙╚7zHistoric peaks of February 26, 1957 (2,200 ft─3z/s) and January 24, 1959 (1,010 ft─3z/s) were not used in analysis because both are significantly below ─UTҐjm*╙∙U@Бzeathe high-outlier threshold. oй╙l*╙∙U`Ц─) ▓8zHistoric peak of April 12, 1950 (484 ft─3z/s) was not used in analysis because it is significantly below the high-outlier threshold. вЙk*╙∙U`Е─on┴9zMaximum peak of record (8,910 ft─3z/s on December 22, 1933) was not used in analysis because it was affected by regulation. uЕ*j*╙∙U Г─z╒10zMaximum peak of record (45,200 ft─3z/s on February 8, 1996) was not used in analysis because it resulted from the failure of a flashboard on Condit НЙi*╙∙U@ГzedDam. lЭ*h*╙∙U`Х─ s²11zMaximum peak of record (34,000 ft─3z/s on March 19, 1982) was not used in analysis because it was affected by an eruption of Mount St. Helens. e jg*╙∙U`Фzly l╙f*╙∙U`Дz@э e#Йe*╙∙U`Аz∙U Б1*d*╙∙U`ъzri e1Рм*╙∙U`щz, 71Рм*╙∙U`шz/ a3rм╙╙UU`в}9 0│аў-d│┌Иd Leftd┌│┘ЕigRightt bd┐┴ВБ Referencei-od└┤Т╙lLeftd┘┌├Ьrileftd├┘┬ ftM2zd┤└┼Фnad┬├ЯicAbstractd┴┐ hoTOCвd┼┤▀Хzd▀┼▄О,9d▄▀█ erd█▄▌ ad▌█▐ ecd▐▌░ )*╙d░▐▒ +mud▒░▓ - td▓▒⌠ / 19d⌠▓■ 1isd■⌠∙ 3thd∙■√ 5 ond√∙≈ 7edd≈√≤ 9 sd≤≈≥ ;red≥≤ = od ≥⌡ ?usd⌡ ° Awad°⌡² Cofd²°· E*╙d·²÷ G∙Ud÷·═ IАd═÷║ Krid║═╒ M 7d╒║ё Orмdё╒є Q-dєё╔ SLed╔єі Uigdі╔ї WВdїі╗ Yd╗ї╘ [ ftd╘╗╙ ]!led╙╘╚ _"ftd╚╙╛ a#d╛╚ґ c$dґ╛ e%┐║$Wю@} ґaVff█≥.ecД≥≥.,≥≥. )t≥≥.╪≥≥.▐pgnumber. ░Фf≥ ґ5 Bulleted╔\t. Фf≥ ґCellBody. Фf≥ ґ÷CellHeadingd. Фf≥┴P ґz_FooterBody. Фf≥T ґ ╙Heading1Body. Фf≥T ґ Heading2Body. Фf≥T ґ ░HeadingRunInBody. Фf≥ ґ\ Indented. Фf≥ ґ Numbered.\t. Фf≥E ґ ≥ Numbered1.\tNumbered. Фf≥ ґ≥ TableFootnote. Фf≥T ґ TableTitleT:Table : . Фf≥P ґ TitleBody. ю@┌ ґAoA┬rб.д┴.н▒.K8─.▐4Ф. InаAR.T2.body1. Фf≥ w ґ F╟≤x┘.\Ї█NЫX\>√Фf┌█\Ь@┬T2.body2. ю@!┌ ґ┬pё.цШГ.йю.K33.▐=p.T2.body3. ю@" ґ│t╪.цШГ.ш".TaU.leIff.Tae █^5.T2.body3. Фf≥# ґo F╟≤x┘Ї█NюЫX\>√┌┌█\Ь@┬T2.body2. Фf≥$w ґ ZФf░ьw h╟Ь@┬╟≤rangex. ю@%┌ ґ┬pё.юцШГ.@йю.K33.∙.T2.body3. Фf≥' ґ Zю░@ь h╟Ь@┬range. ю@( ґT2.headnote. Фf≥)xT ґ TableTitleT:Table : . ю@+ ґVff≥.ФfД≥≥.,≥≥.t≥≥.╪≥≥.value╟. ю@, ґVff≥.Д≥≥.,≥≥.t≥≥.pё╪≥≥.ШГfooter. ю@- ґVff≥.Д≥≥.,≥≥. t≥≥.ю╪≥≥.pgnumber. ю@. ґ6О².cїю.░X=.l╧m.ё∙Ь. T2.cols.1. ю@/ ґ tab2.title. eTю@2 ґ6Кю.v┘.╨┤В.ffШ░к.?И.Фf≥≥┐RЭ.≥≥ё²╡.T2.cols2. lu ю@4┌ ґH.┤.ffф..≥≥M.≥≥∙.≥≥T2.body3. ю@5┌ ґH.┤.ф..∙. T2.body3. ю@6┐ ґVff≥.╚.Д≥≥.,≥≥.t≥≥.╪≥≥.valuel. ю@7┌ ґVffta.t≥.Д≥≥.eT,≥≥.t≥≥.ю╪≥≥.@value. ю@8} ґf tab2.title. .cю@:┌ ґVff≥.╚.Д≥≥.,≥≥.t≥≥.╪≥≥.value. ю@;{ ґH⌡e.~╟█.└r╦. T2.cols.1. ю@<zю ґAoA┬rб.д┴.н▒.K8─.▐4Ф.аAR.T2.footnote. ≥≥ю@={ ґT2.headnote. ю@>├ ─ ґT2.headnote. ю@?} ґVff@≥.Д≥≥.,≥≥.t≥≥.╪≥≥.footer. Фf≥@┬T ґTableTitle LeftBoldT:Table . . Фf≥Au ґCellHeading. Фf≥Bu ґCellBody. Фf≥C┬T ґ TableTitleBoldT:Table . . Фf≥D┴ ґCellHeading. Фf≥E┴ ґCellBody. Фf≥F┴t ґлмФfб≥BodyBody. Фf≥G@ ґUU Reference ReferenceA. Фf≥H ґfFootnote. Фf≥IP ґfтz_HeaderBody. Фf≥Jp ґ.≥+E║.3в .Body.indentBody. Фf≥KP ґz_FooterBody. Фf≥Lt ґлмбBodyBody. ФfK33Фf≥M ґ .8сЕ!iР Body.tab1. Фf≥NP─ ґAbstract_TitleAbstract_Author. . Фf≥O@ ґfAbstract_Authord ShortLine ShortLineHeading. Фf≥PP ґ ║ 1st.order.hdgBody. Фf≥QP ґ 2nd.order.hdgBody. Фf≥RP ґ 3rd.order.hdgBody. Фf≥SP─ ґ 4th.order.hdgBody. лл Фf≥T@ ґлл─ б Equation.no.numBody. Фf≥UD ґЦS. )²╡. f$.f~.Abra╧Ыш.hoEq.bodynBody. Фf≥Vа ю ґлл║ бor . Equation.3(6)Body. Фf≥W@ ґrлм╘\*.аШ.бintxt.1Body. ю@X┐ ґ fб≥ .тRankBTOC. ─ю@Y┐ ґ≥лмб .тRankCTOC. ю@Z┐ ґ≥9≥ б .тRankDTOC. ю@[┐ ґVffб .тRankETOC. ю@\┐ ґs33б .тRankFTOC. ю@_┌ ґo┤.цШГ.йю.юK33.▐=p.T2.body3. ю@b} ґBody. ю@c┌ ґ6О².cїю.░X=.l╧m.юё∙Ь.@ T2.cols.1. Фf≥gw ґ F╟≤x┘ю~.@Ї█NЫX\>√┌█\Ь@┬T2.body2. ─ю@hzю ґ{≥.Э≥.┬rб.33д┴.н▒. .K8─.nk▐4Ф.аAR.T2.footnote. ─ю@iю ґю{≥.33Э≥.=p┬rб..by3д┴.н▒.K8─.▐4Ф.юаAR.T2.footnote}. ю@m┌ ґAoA│uЇ.д╞Ы.еъj.Ц*.IaЁ.О²█^.їюаAR.T2.body1. ∙Ью@n┌ ґ AoA│uЇ.░. ╟≤д╞Ы.┘еъj.юЦ*.█NIaЁ.X\█^.√аAR.T2.body1. ю@o┌ ґ AoA│uЇ.┤.д╞Ы.{≥еъj.Э≥Ц*.rбIaЁ.33┴█^.н▒аAR.T2.body1. ARю@p ґAoA│uЇ.д╞Ы.юеъj.33Ц*.=pIaЁ..by3█^.аAR.T2.body1. Фf≥qw ґ F╟≤ux┘Ї█NoAЫX\uЇ>√╞Ы┌█\ъjЬЦ*@aЁ┬^T2.body2. y1Фf≥vw ґF╟≤x┘oA┤.uЇЇ█N С.╞ЫЫX\ъjю.Ц*>√aЁ┌█\^ЬAR@.by1┬T2.body2. ю@|┌ ґЇ6Кю.v┘.╞Ы╨┤В.ъjШ░к.Ц*?И.aЁ33┐RЭ.^ё²╡.ART2.cols2. ю@█┌ ґ│t╪.oAцШГ.uЇш".╞ЫюU.ъj33Iff.Ц*=p█^5.aЁT2.body3. ю@⌠┌ ґ│t╪.цШГ.ш".╟≤U.Iff.┘▄.█NoA█^5.X\uЇ∙.√T2.body3. 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