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<br />- <br /> <br />DIVISION Of rlIGHW~YS. SI~TF Of COLOWADO <br /> <br />LOb PEA"~ON IYPE 1] J srAT ISflCAL ANALYSIS USED TO lJeHu"'l(rJF: FLOOD FLO.S FOR SELECTED f<EClJf<RENCE iNTb<VftL:'. <br /> <br />lono.O <br />d711.., <br />t'hf'(I.O <br />IMHl).O <br />!"7"7u.u <br /> <br />CUAf' C.f<EEI\ I<T MOUTH NP Df:f<t;Y, 1Qn-]...,4 GAGE 6:7.2_09___0A.,,-.575 SQ, MI. <br /> <br />THF FOLLO~ING PtAK DISCHAf'Gf5 WFRE USEU IN THIS ANALYSIS <br /> <br />I<,<;U.U 4H2.0 3"'1.0 274.11 14':1.0 <br />,jt,':>:.J. V ':Jt.h.Ct <}1".0 1"'''10.\J l.:...hv.O <br />II1->u.u 1'~2U.O SH?O 19/0.0 ?',f,u .0 <br />1 (30. U lUbtl.O 1010.0 J ()cO.1J liHO.O <br />dlu.() i'edu. (J ct1cU.U 10nO:O I?SIJ.U <br /> <br />NU",,,Eh: OF EVFNTS IN >lFCOliO N= <br />,.q-_^I>l OF L(JI.;-S 0~~.ofSC!;,,~{jFS r-1= <br />STANDARD DEVIATlOfJ OF LOGS S= <br />S~EW COEFFICIENT OF laGS G= <br /> <br />COMPUTED FLOOD MAGNITUDFS <br /> <br />U2= <br />(i5= <br />III 0= <br />02':>= <br />050= <br />0100= <br /> <br />1111.? <br />21t.:,6.h <br />?L)'f4.~ <br />40"5.1'\ <br />5013.4 <br />hO,)".~ <br /> <br /> <br />1 ')'IO.n <br />7"",n <br />1940.U <br /><}70.0 <br />4700.0 <br /> <br />48 <br />3.0"3'1 <br />.J1<;0 <br />-.110" <br /> <br />6Yu.u <br />tHi9.u <br />20<;.v <br />b3d.0 <br />l<'bO.D <br /> <br />':d 1.0 <br />147.0 <br />S.,<.;.O <br />50/0.0 <br /> <br />1700.0 <br />b44.0 <br />2811Q.0 <br />45tj.f) <br />