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<br />10/17/93 <br /> <br />21,14:13 <br /> <br />PAGE <br /> <br />THIS RUN EXECUTEO 10/17/93 <br /> <br />21,14,13 <br /> <br />***..****..*.~*..**..****..*********..........**.* <br /> <br />HEe2 RELEASE DATED SEP 88 UPDATED SEPT 1989 <br /> <br />ERROR CORR., 01,02,03 <br />MOOIFICATIOII <br /> <br />*.**...***~,.....*.**.**.....*****.*....***.*..* <br /> <br />THIS FILE I~ELS THE EFFECT OF THE EXISTING OIKE <br />CROSS SECTIONS 42 AND 43 HAVE BEEN MODIFIED FOR LEVEE GEOMETRY <br />ANO AREA LANDWARD OF LEVEE BLOCKED TO LEVEE TOP ELEVATION <br /> <br />THIS FILE ORIGINALLY ~S FOR THE 100'YEAR AND FLOOD~Y PROFILES <br />10-, 50" AND 500-YEAR PROFILES WERE ADDED <br />STARTING ~TER SURFACE ELEVATIONS FOR THE 10', 50- AND 500'YEAR WERE <br />ESTIMATED FROM THE FIS PROFILE PLOT <br /> <br />Tl TOWN OF RANGELY, COLORADO; FILE FROM F.I.S. <br />T2 FLOODWAY ANALYSIS -100 YEAR FLOOD-NATURAL CONDITIONS <br />T3 WHITE RIVER <br />J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Cl WSEL FQ <br /> 0 4 0 0 0 0 0 0 5180.6 0 <br />J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC 1111/ CHN!" ITRACE <br /> 0 -1 0 0 0 0 0 <br />J3 VARIABLE c:ooes FOR Sl.M4ARY PR I NTClJT <br /> 38 39 42 43 26 8 4 0 200 <br />J5 LPRNT NLMSfC .....***REQUESTED SECTION NUMBERS..""'''...- <br /> -10 <br />NC 0,06 0.06 0.04 0,1 0.3 0 0 0 0 0 <br />QT 5 5200 11200 17700 17700 32700 0 0 0 0 <br />ET 0 0 0 0 10,4 0 0 0 0 0 <br />X1 10 7 1500 1600 0 0 0 0 0 0 <br />OR 5200 0 5180 250 5180 1350 5173 1500 5173.9 1600 <br />OR 5180 3250 5200 3350 <br />ET 0 0 0 0 5.4 0 0 0 0 0 <br />XI 12 15 2985 3080 750 650 2420 0 0 0 <br />OR 5200 0 5190 270 5184 370 5182 2445 5180 2970 <br />GR 5177 2985 5177 3080 5184 3090 5186 3295 5188 3495 <br />GR 5190 3710 5192 3955 5194 3975 5196 4140 5200 4220 <br />