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Bankfiill discharge estimates for the Dolores River from McPhee Dam to Bedrock ranged from <br />2,000 cfs at Bradfield Bridge (ll miles below McPhee Dam) to 2,500 cfs at Bedrock (94 miles <br />below McPhee Dam). The 1.5-year recurrence interval peak flow increased from 2,589 cfs at the <br />Dolores gage (which is located upstream of McPhee Dam and irrigation diversions) to more than <br />3,000 cfs at the Bedrock gage (Table 3). <br />T:ahlr:;_ R:timlcfnp F'I~~u~ F'slinualas:al C ~.4Lr.~ [;.vai~av:~alr~~ IFrrsm I ~.~fld Rf.'41 1$~Ill <br /> <br /> <br />~~~'Ll <br />l'L'~Rti~' 6~titi11rL!~ n.ti~ <br />~C~iCCi'~R I~CCi'~€~i11 &~s`Lx'~l'i~ . <br />Inl~ra°~ll~~k IClltil4'~hC ~- <br /> ;l~k° I[i~*li <br /> C'~.ti.14~4° {tiC51 <br />['~i144' d~'Ctil <br />:'~C'~i7~i7L'ti.4 ~4a13-I'1{'I.~.~'1~',.I-~ry,la}'ry~_y~ n,l;±<1 }_{1•~3 <br />hti~ <br />s <br />l <br />'~ <br />•itil'Iiti°~ I.^a~;a-l§a~" ~9~ <br />'',;a ~_l x <br />41 <br />`` <br />@p <br />77 <br />' <br />r~~ Y2Yll~i}ti~ I <br />Li~~a4y,. `5 l„ Ca~l'l-y?~ y <br />l <br />~..{d~l} } <br />C.!''~J~i 4. <br />hvti5l.C` l~ti~ [lC ~1R~1'k'Sti!i ill C~lti fl~~RlY1i5}4' I'tiL'i1l'cC ~C Cali` I.k5Ci1L'~.:? °}~~~~ ~13i7t°t I14ti:1'Ik~ I~iRl <br />Ctti't:3L.S a ~i14b°til ~`,iflL1.UJC~ 41f f~lti ~.~-~'tifYf i~L+iwLll~l"!rti. ~l~Il~ ~.3-k~`aitl't~CLhtIdC~_':" ~C C~l~ ]]]+~l~i1l'L,i ~?3!~C <br />~'CAtSfI,i7R~J`W Vti2il"~, i7[ I'tiC`ill"iLl l~ y-~'{k.1C~lE'~l~~Lll'tiy? I. ~LLIi~ ii?~R~•LI'LLiYLi7R ilk `4'~~"~'Ilti~ ~~~Cll, lll`. <br />Lll~~llLlLL4C~ i"~C CII~ C.1-k°~:7I' C1i1~4' 4lll'+:°.'L~h' ~{i'~~4'[ltiCl'ti:;~lll i'~C CIk i~YGll C7~.~ ~tii~CL I:ti~Ll47LtC Cil C2!;„. CI1~R <br />~,{]{l{l Ala ! ~°l!'LII'ti ~i I_ <tiSi. C~l~[l ~l~a~.l ll~jl.~-k'ti,sl' CZi114' ~I~~.CLC~[ll i~l Cllti tl3lll. <br />e~cc <br />*~rsa±m <br />5 ~dq <br />~~. <br />._ ~~~i: <br /> <br />°CCC <br />G <br />k~;un ~ -skn~uU~l I"cHk C=nl~vrncy P1iNt-11Mrli~n~ Rivcral Il4abaet:s d9`i'-rc~r rtx'irrcll ilkrcliMxil lad 1}sari~l <br />2g <br />