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<br />l~ <br />,t <br /> <br />0)'-023 -CIZ,(-<f (~ <br />I H-lchJ1"1a '. <br /> <br />I~ <br /> <br />I <br /> <br />~ <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />It <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />,~el--iT ~ol.l;a- .kuf,~ / ~+ 4:J 'TO"" ~iJ (weE ....., 'ro/03, <br />~ l>txu.r.d wi T~ ~ ~ 10/1/03. --;:- "'" ,':;,J Ae {'elf c-Jv/"/'(.t "'; //.rul?!! <br />I ~J. a-. "-~"'> . L ~ '>:,. _ "l"o ~",,,j he "'''' cui.....J..l.fs.> _ Anff oH-v- . <br />....1 j ,/~ ~ "- w ",-,I J. N +- 7<' rJ S T ~ "-~.\-~ d1/<rtr.}-' ~l ~l h ."fh.., 0"".1 7 ; q <br />ICdI'f""-f.c.. ""'''"1---- ( ~ \, -Ii- T o~J oA~-..t 0{ +l-e 'P' 0 C ,1... &.. r- <br />ro.v\ i reurJ. <br /> <br />I <br /> <br />1.1 <br /> <br />Hydrologic Analyses <br /> <br />Hydrologic analyses were carried out to establish the peak discharge-frequency <br />relationships for each flooding source studied in detail affecting the geographic <br />area of the Town of Marble, Colorado. <br /> <br />Discharges along the Crystal River were calculated using the PEAKFQ computer <br />program (Reference 1) which uses a log-Pearson Type III frequency analysis. <br />The analysis is based on USGS gage information, totaling over 45 years of <br />record, along the Crystal River, just downstream of the Town of Marble. Peak <br />discharges from the USGS gaging stations were adjusted along the study reach <br />based on the guidelines provided in the Manual for Estimating Characteristics Of <br />Natural-Flow Streams in Colorado. Technical Manual No.1 (Reference 2). <br /> <br />Peak discharge-drainage area relationships for the streams studied by detailed <br />methods are shown in Table 1. <br /> <br />Table 1. Summary of Discharges <br /> <br />Flooding Source and Location <br /> <br />Drainage Area Peak Discharge (cfs) <br />(Square Miles) to-Year 50-Year lOO-Year 500-Year <br /> <br />Crystal River <br />Confluence with Rapid Creek <br />Confluence with Milton Creek <br />Town of Marble <br />Upstream Limit of Study <br /> <br />93.05 <br />83.65 <br />73.59 <br />53.32 <br /> <br />1994 <br />1833 <br />1657 <br />1284 <br /> <br />2445 <br />2248 <br />2031 <br />1575 <br /> <br />2625 <br />2413 <br />2181 <br />1691 <br /> <br />3028 <br />2783 <br />2515 <br />1950 <br /> <br />9.0 <br /> <br />BffiLIOGRAPHY AND REFERENCES <br /> <br />I. U.S. Geological Survey, Computer Program PEAKFO Version 4.0. Annual Flood <br />Frequency Analysis Using Bulletin 17B Guidelines. December 2000. <br /> <br />2. Colorado Water Conservation Board, Colorado Department of Natural Resources, <br />Manual for Estimating Flood Characteristics of Natural-Flow Streams in Colorado. <br />Technical Manual No.1, 1976 <br />