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<br />Table 1, Hydraulic data collected for sites in central Arizona
<br />[tWs. cubic foot per second; fils, foot per second; ft, foot; ftlft, foot per foot; ft_lbJsJft2, foot pound per second per foot squared: Ib/ft2, pound per
<br />foot squared}
<br /> Date Average Hyd,au- Water- Boundary
<br />Site of Ois- velo- lie surface Stream Bed shear
<br />nurn- peak eharge city radius slope power slope stress
<br />be, Site name flow (II'/s) (Ws) (II) (ffIfl) (1I-lb/sIIl') (ffIfl) (Iblfl')
<br />la Verde River near Scottsdale.. 03-28--91 2,860 4.6 4.5 0,0013 1.7 0,0018 0,51
<br />Ib Do. 08--24-92 16,000 7.0 9.5 ,0012 5,0 ,0018 1.07
<br />Ie Do, 01-08--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, 09-28--95 822 5,1 2,0 ,0058 3,7 .0047 .59
<br />3 Indian Bend Wash above
<br /> Curry Road.......................... Ill-Ofr93 '6,480 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 ........ ............., 01-08--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........................, 01-08--93 129,000 11.1 13,2 ,0018 16,5 ,0021 1.73
<br />7 Cave Creek above New
<br /> River Road..........."............. 01-08--93 9,760 10,0 3,6 ,0090 20.2 ,0090 2,02
<br />8 New River above
<br /> Interstate 17......................... 01-08--93 13,900 12,1 6,6 ,0065 32.4 ,0065 2,68
<br />9a Hassayampa River near
<br /> Wickenburg ...... .............. ..... 01-08--93 26.400 14,1 '7.2 ,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, 08--14--95 5,540 8,0 3,9 ,0040 7,8 ,0036 ,88
<br />10 Francis Creek near Bagdad... 01-08--93 12,500 10,6 8,5 .0079 44.4 ,0073 3.87
<br />II Big Sandy River near
<br /> Wikieup .... ............... ............ 02--j)9--93 68,700 17,1 11.6 ,0036 44,6 ,0035 2,53
<br /> Do2 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................................... 01-08--93 145,000 16,0 15,8 ,0025 39,4 .0033 3.25
<br /> Do2 Do, Do, 7.2 10,3 .0026 12,0 ,0027 1.74
<br />15 Humbug Creek near Castle
<br /> Hot Springs ......................... 01-08--93 6,000 11.7 4.3 ,0084 26.4 .0071 1.90
<br />16 New River above
<br /> New River Road.................. 01--j)8--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 Tanto Creek above
<br /> Gun Creek....._....,.........,...." 01-08--93 72,500 15,2 15,9 .0063 95,0 .0030 2,98
<br />19a Hassayampa River below
<br /> Old D,S. 80 Bridge............. o 1--j)8--93 11,400 10,2 4,6 ,0038 II.I ,0038 1.09
<br />19b Do, 02-15-95 3,900 7,0 2.6 ,0038 4,32 ,0038 ,62
<br />IRevision ofPhil1ips and Hjalmarson (1994).
<br />20vcrbank area.
<br /> Data Collection and Analysis 7
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