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<br />FIGURES-Continued <br /> <br />28-29. 09514200 Waterman Wash near Buckeye, Arizona. <br /> <br />28. Graph showing cross section from surveys during indirect measurements of <br />discharge and from cross-section survey, 1964-97....................................................... <br /> <br />29. Graph showing annual peak discharge and cross-sectional area, 1964-97.................... <br /> <br />TABLES <br /> <br />1. Channel properties at selected streams, Maricopa County, Arizona............................................ <br />2. Data from cableway cross section, Agua Fria River near Rock Springs, Arizona ...................... <br />3. Data from indirect measurements of discharge at cross sections, Agua Fria River near Rock <br /> <br />Springs, Arizona.. ...... ............. ......... ............. ..... ............. ......... ........... .......................... ....... ......... <br />4. Data from cross section at bridge, Gila River at Estrella Parkway, near Goodyear, Arizona...... <br />5. Data from cross sections, Hassayampa River at Box Canyon, near Wickenburg, Arizona ......... <br />6. Data from cross section at bridge, Hassayampa River at U.S. Highway 60, at <br /> <br />Wickenburg, Arizona.......... ..... ......... ..... .................. ........ .............. ............ ........... ... ........... .......... <br />7. Data from cableway cross section, Hassayampa River near Morristown, Arizona...................... <br />8. Data from cross sections, Hassayampa River near Arlington, Arizona ....................................... <br />9. Data from cross section, New River at New River, Arizona........................................................ <br />10. Data from cross section, Tiger Wash near Aguila, Arizona......................................................... <br />II. Data from cableway cross section, Verde River below Bartlett Dam, Arizona ........................... <br />12. Data from cross section, Waterman Wash near Buckeye, Arizona.............................................. <br /> <br />CONVERSION FACTORS <br /> <br />Page <br /> <br />39 <br />40 <br /> <br />5 <br />45 <br /> <br />46 <br />49 <br />50 <br /> <br />54 <br />55 <br />57 <br />60 <br />61 <br />62 <br />63 <br /> <br />Multiply <br />foot(ft) <br />mile (mi) <br />square mile (mi2) <br />foot per second (ft/s) <br />cubic foot per second (ft3/s) <br /> <br />By <br />0.3048 <br />1.609 <br />2.590 <br />0.3048 <br />0.02832 <br /> <br />To obtain <br />meter <br />kilometer <br />square kilometer <br />meter per second <br />cubic meter per second <br /> <br />ABBREVIATED WATER-QUALITY UNITS <br /> <br />Chemical concentration and water temperature are given only in metric units. Chemical concentration in water is <br />given in milligrams per liter (mg/L) or micrograms per liter (I'g/L). Milligrams per liter is a unit expressing the solute <br />mass (milligrams) per unit volume (liter) of water. One thousand micrograms per liter is equivalent to I milligram per <br />liter. For concentrations less than 7,000 milligrams per liter, the numerical value is about the same as for <br />concentrations in parts per million. <br /> <br />VERTICAL DATUM <br /> <br />Sea level: In this report, "sea level" refers to the National Geodetic Vertical Datum of 1929 (NGVD of I 929)---a <br />geodetic datum derived from a general adjustment of the first-order level nets of the United States and Canada, <br />formerly called Sea Level Datum of 1929. Elevation, as used in this report, refers to distance above or below sea <br />level. <br /> <br />Contents III <br />