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<br /> 10,000 600 <br />Cl <br />2 <br />0 9.000 <br />Cl <br />UJ f- <br />C/) ~ Cross~sectional area 500 UJ <br />a: 8.000 UJ <br />UJ U. <br />0- UJ <br />f- 0:: <br />UJ 7.000 <( <br />UJ :J <br />U. 400 0 <br />() C/) <br />Oi 6.000 ~ <br />:J . <(- <br />() <br />~ UJ <br />5,000 300 0:: <br />oj <( <br /> -' <br />Ql <( <br />0:: 4,000 2 <br /><( 0 <br />:t: <br />Cl . 200 f= <br />C/) () <br />15 3,000 UJ <br /> C/) <br />" ch <br /><( C/) <br />UJ 2,000 0 <br />0- <br />-' 100 0:: <br /><( Cl <br />:J 1.000 <br />2 <br />2 <br /><( <br /> 0 0 <br /> 1964 1967 1970 1973 1976 1979 1982 1985 1988 1991 1994 1997 <br /> WATER YEAR <br /> <br /> <br /> <br />Figure 29. Annual peak discharge and cross-sectional area, Waterman Wash near Buckeye, <br />Arizona, 1964~97. <br /> <br />40 Determination of Channel Change for Selected Streams, Maricopa County, Arizona <br />