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<br /> <br />e <br /> <br />e <br /> <br />e <br /> <br />Attachment 1 <br />Technical Evaluations & Backup Information <br /> <br />INPUT <br /> <br />D A TAL I S TIN G <br /> <br />WATER YEAR DISCHARGE CODES WATER YEAR DISCHARGE CODES <br />1965 190.0 1983 480_0 <br />1966 400.0 1984 525.0 <br />1967 75.0 1985 550.0 <br />1968 184.0 1986 283.0 <br />1969 141. 0 1987 134.0 <br />1970 104.0 1988 114.0 <br />1971 211. 0 1989 212.0 <br />1972 105.0 1990 119.0 <br />1973 100_0 1991 105.0 <br />1974 69.0 1992 159.0 <br />1975 60.0 1993 323.0 <br />1976 107.0 1994 145.0 <br />1977 136.0 1995 239.0 <br />1978 85.0 1996 134.0 <br />1979 130.0 1997 268.0 <br />1980 169.0 1998 437.0 <br />1981 42.0 2000 34.1 <br />1982 60.0 <br /> <br />Explanation of peak discharge qualification codes <br /> <br />PEAKFQ <br />CODE <br /> <br />WATSTORE <br />CODE <br /> <br />DEFINITION <br /> <br />D <br />G <br />X <br />L <br />K <br />H <br /> <br />3 <br />8 <br />3+8 <br />4 <br />6 OR C <br />7 <br /> <br />Dam failure, nOD-recurrent flow anomaly <br />Discharge greater than stated value <br />Both of the above <br />Discharge less than stated value <br />Known effect of regulation or urbanization <br />Historic peak <br /> <br />1 <br /> <br />Station - 09306200 PICEANCE CREEK BL RYAN GULCH, NR RIO BLANCO, CO_ <br />2001 DEC 26 12:35:58 <br /> <br />URS <br /> <br />T:\PROJECTS\6844888~CWCB_FLOOD_DOC_RPTS\SUB_OO\6.0_PROJ_DELlV\REPORT\ATT ACHMENT 1.DOC\7.FE&02\\ A 1-22 <br />