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<br />Table 1, Hydraulic data collected for sites in central Arizona <br />[ft3/s, cubic foot per second; ftIs, foot per second; ft. foot; ftIft, foot per fooi; ft_lb/s/ft2, foot pound per second peT foot squared; Ib/ft2, pound per <br />foot squared] <br /> Date Average Hydrau. Water. Boundary <br />Site of Dis- velo. lie surface Stream Bed shear <br />nurn- peak charge city radius slope power slope stress <br />ber Site name flow (ft'ls) (ftls) (ft) (ftIft) (ft-lblsIft'l (ftlft) (Iblfl') <br />la Verde River near Scottsdale.. OJ--2&--91 2,860 4.6 4.5 0.00 13 1.7 0.0018 0.51 <br />Ib Do. 0&-24-92 16,000 7.0 9.5 .0012 5.0 .0018 1.07 <br />Ie Do. 01--0&-93 127,000 11.0 13.7 .0021 19.6 .0018 1.54 <br />2a Skunk Creek above <br /> Interstate 17......................... 03-01-91 618 3.9 1.8 .0054 2.4 .0047 .53 <br />2b Do. 09-2&-95 822 5.1 2.0 .0058 3.7 .0047 .59 <br />3 Indian Bend Wash above <br /> Curry Road.................... ..... HHl6--93 16,480 6.6 5.5 .0015 3.4 .0013 .45 <br />4 Agua Fria below New <br /> Waddell Dam................ 02-09-93 9,000 4.9 5.2 .0025 4.0 .0030 .97 <br />5a Hassayampa River near <br /> Arlington ........" .............. ..... 01--0&--93 11,400 9.0 6.0 .0040 13.5 .0034 1.27 <br />5b Do. 02-15--95 3,900 4.6 3.9 .0043 4.8 .0034 .83 <br />6 Salt River above <br /> Interstate 10...."................... 01-0&--93 129,000 11.1 13.2 .0018 16.5 .0021 1.73 <br />7 Cave Creek above New <br /> River Road.......................... 01-0&-93 9,760 10.0 3.6 .0090 20.2 .0090 2.02 <br />8 New River above <br /> Interstate 17.......m._............. 01-0&-93 13,900 12.1 6.6 .0065 32.4 .0065 2.68 <br />9a Hassayampa River near <br /> Wickenburg .....,............... 01-0&-93 26,400 14.1 17.2 .0049 31.0 .0036 1.62 <br />9b Do. 02-15--95 13,400 12.1 5.3 .0045 18.0 .0036 1.19 <br />ge Do. 0&-14-95 5,540 8.0 3.9 .0040 7.8 .0036 .88 <br />10 Francis Creek near Bagdad... 01--0&--93 12,500 10.6 8.5 .0079 44.4 .0073 3.87 <br />II Big Sandy River near <br /> Wikieup ..................___.n....... 02--09-93 68,700 17.1 11.6 .0036 44.6 .0035 2.53 <br /> Do.2 Do. Do. 3.2 3.9 .0034 2.6 .0019 .46 <br />12 Vekol Wash near Stanfield ..., 09-10-94 6,590 9.2 4.5 .0050 12.9 .0054 1.52 <br />13 Agua Fria River tributary at <br /> Youngtown ....... ,.................. 12-10-91 18 .87 1.4 .0140 1.06 .0184 1.61 <br />14 Verde River below Tangle <br /> Creek....,.............................. 01-0&-93 145,000 16.0 15.8 .0025 39.4 .0033 3.25 <br /> Do.2 Do. Do. 7.2 10.3 .0026 12.0 .0027 1.74 <br />15 Humbug Creek near Castle <br /> Hot Springs ..._..,.................. 01--0&-93 6,000 11.7 4.3 .0084 26.4 .0071 1.90 <br />16 New River above <br /> New River Road.................. 01--0&-93 13,900 8.3 5.8 .0060 18.0 .0060 2.17 <br />17 Salt River tributary in South <br /> Mountain Park..................... 11--02-95 220 7.0 .9 .0270 10.6 .0270 1.52 <br />18 Tonto Creek above <br /> Gun Creek "......................... 01--0&-93 72,500 15.2 15.9 .0063 95.0 .0030 2.98 <br />19a Hassayampa River below <br /> Old U.S. 80 Bridge............. 01--0&--93 11,400 10.2 4.6 .0038 11.1 .0038 1.09 <br />19b Do. 02-15--95 3,900 7.0 2.6 .0038 4.32 .0038 .62 <br />IRevision of Phillips and Hjalmarson (1994). <br />20verbankarea. <br /> Data Collection and Analysis 7 <br />