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<br />Table 6. Data from cross section at bridge, Hassayampa River at U.S. Highway 60, at Wickenburg, <br />Arizona <br /> <br />[All values are in feet] <br />03-18--68' 09-26-972 09-29-97" <br />Station Gage height Station Gage height Station Gage height <br />-593 19.92 8 0.9 406 3.72 <br />-411.7 20.92 13 .4 403 .05 <br />-301.2 20.92 17 -.9 403 -.97 <br />-218 20.52 23 -1.1 393 -.01 <br />-59.3 20.52 28 -.9 374 .13 <br />-50 10.52 33 -1.6 343 -.59 <br />-49 5.42 37 -1.5 342 .56 <br />5 2.62 41 -1.7 326 .5 <br />15 2.62 45 -2.1 325 1.12 <br />17 .52 49 -1.8 302 1.56 <br />29 -.48 52 -1.9 278 2.04 <br />65 -.48 55 -2.4 250 1.71 <br />67 .82 59 -2.3 214 1.16 <br />83 .82 62 -2.6 203 .28 <br />158 1.82 67 -2.5 181 -.88 <br />230 1.22 72 -3 137 -.67 <br />256 1.22 77 -1.9 107 -.73 <br />317 .52 82 -1.4 96 .04 <br />337 .52 87 -1.1 87 -.8 <br />341 -.48 92 -.6 54 -.78 <br />395 -.48 96 -.7 33 -1.85 <br />404 .52 99 -.6 14 -1.66 <br />405.7 20.52 103 -1.1 5 1.98 <br />712 19.62 107 -1.5 0 4.83 <br />1,007 15.92 112 -1.6 <br />1,302 19.92 117 -2.1 <br />1,372 20.42 122 -2.3 <br /> 126 -2.2 <br /> 131 -2.8 <br /> 135 -2.4 <br /> 140 -2.7 <br /> 145 -3.2 <br /> 150 -1.7 <br /> 155 -3.2 <br /> 159 -3.4 <br /> 163 -3.6 <br /> 167 -4.1 <br /> 172 -2.6 <br /> 177 -.3 <br /> 182 -.4 <br /> 187 .1 <br /> 190 .1 <br /> 211 .9 <br />lFlood-Insurance Study HEC-2 (Cella Barr Associates, written commun., 1989). <br />2Measured discharge. 3,800 tt3/s. <br />lSurvey. <br /> <br />54 Determination of Channel Change for Selected Streams, Maricopa County, Arizona <br />