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LI <br />~ <br />~ • <br />', 25.20 ,476 22478.i`.4 a 25.30 .408 21284,742 <br />i." '-25.40 - : 3q9 1970077°8 -e- 25:SQ ~99 ~B257Z 34-" <br />~~ ZS.bC .259 16991.848 a 25.70 .228 15949.023 <br />III 25.8[ .206 15158 .4 i3 • 25.90 .186 14423.211 <br /> 26.00 ~ .168 "-13687,043 -e-- -26.10 .15CJ 1295C:OC4- <br /> 26.2C .133 12212.043 a 26.3G .118 11473.234 <br />~'I,I 26.40 .103 1073?.504 a 26.50 .089 9992.883 <br />I -26.60-- -- :076 9251 :3t3 -e- 26-70 06-q ~65087949- <br />LI 26.80 .054 7765.E45 • 26.40 .044 7021.418 <br />~ + 27,00 .035 6276.320 a 27.10 .027 5530.301 <br />t 27.20 -- - .020 - - -4783:3]1 --e - 27:30 .014 -4C3`.:499- <br /> <br />N" 27.4C <br />27 <br />60 ,010 32B6.t88 <br />7 <br />` a <br />0 27.50 .006 2536.860 <br /> . .003 ..BS9 <br />1 <br />0 27.70 .001 1033.2 i2 <br />l.li <br />--- e e 4 e e e e-9 e tl 9'P-e-O-a-tl-tl-tl-ems-e-a--O- <br />I JCnCTION 2~ BRANCh 1~ STRUCTURE 1 <br />~' ' e P e e e P 4 6 9 6 e e e e 0 e e e e 4 e e P <br />009000466d9ePe4e4P09094e00Oe000000e099 t09e00e49tl00e4d00608eee94e0e0996eeePe <br />' - -~ "---BETA-IS NEGlTIVE~NHICH-INHERENTLY-1n0ICA-TES-THAT-THE- <br />STREAM SYSTEM TRANSPORT CAPACITY ExCEEDS THE SECIrENT <br />U'',~ LLAO. AS EVALUATED BY WILLIAMS' iEChNIOUE. SEDIMOT II <br />DOE'_-NOT-CCnSIDER-EPCDIBLE-CHANNEL 5-50-BETA-IS-SET <br />1.. ECUAL TD .01. IF TFE USER WISHES TO EVALUeTE THE TReNS- <br />PORT CAPACITY OF ThE STREAM LIRECTLY HE/ShE SHOULD LSE <br />-SOBRCUTINE SLOSS:- <br />LIB eeee•006{0•e08e•feee•ei•eiee•Of4100••906e00•eeeife100e1406l0e06PeeOOleeetee <br />I <br />`I~ <br /> <br />_ <br />-____ eae hYDRAULIC~INPU T-VALUES- FCF-SUBWATERSHECS-•ee <br />~'• WATEF AREA CURVE 7C 7T RDUTING COEFFIC IENTS <br />~~ <br />' SHEO -- --ACRES -NUMBER FR FR K-HRS X- <br />~~I <br />_ <br />I ______ <br />I _________ <br />198.80 ___________ <br />70.00 ________ <br />1.440 _._______~___~________ <br />CCO .000 _______ <br />.00 <br /> <br />L~, eee 5ED 1MEnT InPUT VALUES FOF SUBWATERSHEDS eee <br />F- - <br />i uAIER SEG SOIL LE hGTH SLOPE CP PART <br />~. <br />I SHED NLM K FEET <br />_ PCT VALUE <br />_ OP7 <br />~ <br />~,~ _~_____ <br />1 _________ <br />1 ___________ <br />.13 _ <br />______ <br />.0 _____________________ <br />4.79 .670 _______ <br />1.0 <br />ii <br />II <br />S'li a e e CDMPUTED VALUES FOR INDIVIDUAL WATERSHEGS • e_e <br />i _ <br />~~ WATERSHED PEAK FLOW PUNCFF SEDIMEhi DIAN DELIVERY <br />ICFSI _ IINChESI TONS IMMI RATIO 1 <br />I~ 1 - 5.26 - .14 166.06 .001 .405 <br />`r J <br />~ eeeea SUnrePY TA ELE FOR TGTAL WATERShED eee tle <br />-23- <br />LNIT <br />HYDRO <br />1.0 <br />SLRF <br />CCND <br />DELIVERY <br />RAT10 2 <br />1.000 <br />• - <br />~,. t <br />Ld ` <br />.~ <br />I~~ <br />,.~ <br />~ °I <br />`~I <br />~I ~ <br />. , <br />~!1 <br />~. <br />i <br />~'~ . <br />h <br />L <br />. ' <br />1 <br />