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<br />T2 lOQ-.YEAR FREQUENCY FI_OOD, BJ=(IAN'S REPRESENTATIQi'l Of' IMPROVEMENTS BUILT -<;';1
<br />T3 SULPHUR CREEK SULPHU.c~ CREEK AT MEEI<ER, CO. (RIO BLANCO CO. )
<br />31 ICHECl< Ii'-lQ NTNV IDrr~ STRT METRIC HVWS 0 WSEL FO
<br /> 2 .005 6225
<br />0" NPROF IPLOT PRFVS XSECV XSECH FN ALLDC 18~j CHNIM !TRACE
<br /> . 0 0 0 0 0.000 .-1.000 0 0 0
<br />
<br />
<br />QT
<br />i'K
<br />
<br />1 1850
<br />0.045 0.045 0.080 0.100 0.300
<br />CONFLUENCE WITH WHITE RIVER
<br />.1. DCWNSTREP..M END OF EXPANSION STRUCTURE
<br />.~ MIDDLE OF EXPANSION STRUCTURE
<br />.3 UPSTREAM END OF EXPAi'!SION STRUCTURE
<br />1000 ~ 1375 1455 0 0
<br />~2->1. 6 U ~ 0"::->0. e R(l 1~t......62.2B-O ______.~_ .-----39~
<br />~'')>-L':} 1375~~C,.'''.''5 1:-396-1%'( ~B-..eiC.~\q,c ~Bq-:r
<br />6224.0 14406225.0 1455 622~i.0 1495
<br />6222.0 1790 (::::0.0 0-:-;:';:.'6 ~ !&e~ ~Q~;.S. ~c.o5D
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<br />0.045
<br />1000.1
<br />10
<br />6232.5
<br />6224.0
<br />6222.0
<br />6218.4
<br />6218.4
<br />6222.4
<br />6222.4
<br />6218.4
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<br />6222.0
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<br />
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<br />1472
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<br />0.100
<br />1492
<br />
<br />o 6232.0 30
<br />770 6224.0 970
<br />1320 6220,5 1355
<br />1472 6218 4 1473
<br />1477 6222.~ 1477
<br />1481 6222.4 1483
<br />1487 6218.4 1487
<br />1491 6218.4 1492
<br />;.g..s.IS.)o.;,6223.0 1580
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<br />Xl 1000.2
<br />X3 10
<br />GR 6234.0
<br />GR 6228.0
<br />GR 6222.0
<br />GR 6229.6
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<br />6221.8
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<br />900
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<br />6227.0
<br />6226.0
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<br />155
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<br />6223.5
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<br />6222.4
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<br />6222.5 2070 6222.0
<br />J.675 1685 75
<br />6233 0 85 6232.0
<br />6228.0 620 6230_0
<br />6224.0 1260 6222.5
<br />6224.0 1315 6222. .5
<br />6226.0 .' -M..6.S. 1~:--'7 6230.2
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