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Last modified
1/25/2010 6:47:58 PM
Creation date
10/5/2006 1:11:43 AM
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Template:
Floodplain Documents
County
Statewide
Basin
Statewide
Title
Verification of Roughness Coefficients for Selected Natural and Constructed Stream Channels in Arizona
Date
1/1/1998
Prepared For
Maricopa County Arizona
Prepared By
USGS
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />Agua Fria River below New Waddell Dam <br /> <br />Reach location: <br /> <br />Latitude 33050'03", longitude 112016'33". The reach begins about 3,000 ft below <br />New Waddell Dam. <br /> <br />1,459 mi2, <br /> <br />Draina!!e area: <br /> <br />Bed-material size: <br /> <br />d50 = 82 mm (0.27 ft), <br /> <br />Channel descrintion: <br /> <br />The channel generally is straight throughout the reach. The reach narrows <br />considerably from cross-sections 1 to 4. A small ridge is along the middle of the <br />reach with poorly defined low-flow channels on either side. Outcroppings of <br />bedrock are near the left bank of cross-sections 3 and 4. Saltcedar ranges in height <br />from about 5-10 ft in the reach and grows mostly along the middle ridge, The <br />channel bed consists mainly of small, to medium, sized cobbles. The stream was <br />perennial before construction of Waddell Dam, <br /> <br />Following the recorded flow, the saltcedar appeared to be little affected by the flow, <br />A small nonconveying area is at the right bank of cross,section 4 (investigation of <br />the debris deposited by the flow indicated a zone of separation and a backwater area) <br />that was not included in the verification computations. <br /> <br />Table 5. Flow data and computed roughness coefficient, Agua Fria River below New Waddell Dam <br /> <br />Remarks: <br /> <br />Date of flow <br /> <br />Discharge, in cubic feet per second <br /> <br />Roughness coefficient <br /> <br />Rated <br /> <br />02-09-93 <br /> <br />9,000 <br /> <br />0,042 <br /> <br />Fair <br /> <br />Table 6. Average'reach properties, Agua Fria River below New Waddell Dam <br /> <br />Date <br /> <br />Area, <br />in square Top width, <br />feet in feet <br /> <br />Hydraulic <br />radius, <br />in feet <br /> <br />Mean <br />velocity, in feet <br />per second <br /> <br />Froude Total length, Total fall, Water-surface <br />number in feet in feet slope <br /> <br />02-09-93 <br /> <br />1.978 418 <br /> <br />4,78 <br /> <br />4,6 <br /> <br />0.37 447 Ll1 0,0025 <br /> <br /> 40 <br /> 35 <br />>- <br />w <br />w <br />"- 30 <br />~ <br />Z <br />0 <br />~ 25 <br />w <br />-' <br />w <br /> 20 <br /> <br /> <br />o <br /> <br />50 <br /> <br />100 <br /> <br />150 <br /> <br />200 <br /> <br />250 <br /> <br />300 <br /> <br />350 <br /> <br />400 <br /> <br />450 <br /> <br />500 <br /> <br />STATIONING FROM LEFT BANK, IN FEET <br /> <br />Figure 6A. Cross,section 2, Agua Fria River below New Waddell Dam. <br /> <br />Agua Fria River below New Waddell Dam 23 <br />
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