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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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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 />CONVERSION FACTORS <br /> <br />Multiply <br />inch (in,) <br />foot (ft) <br />cubic foot per second (ft3/s) <br />mile(mi) <br />square mile (mi2) <br /> <br />By <br />25.4 <br />0,3048 <br />0,02832 <br />1.609 <br />2,590 <br /> <br />To obtain <br />millimeter <br />meter <br />cubic meter per second <br />kilometer <br />square kilometer <br /> <br />VERTICAL DATUM <br /> <br />Sea level: In this report, "sea level" refers to the National Geodetic Vertical Datum of 1929 (NGVD <br />of 1929)-a geodetic datum derived from a general adjustment of the first-order level nets of the <br />United States and Canada, formerly called Sea Level Datum of 1929. <br /> <br />GLOSSARY OF TERMS <br /> <br />Antidune: Bed forms of curved symmetrically shaped sand waves that may move <br />upstream, remain stationary, or move downstream. Antidunes occur in trains that are <br />in phase with and strongly interact with gravity water-surface waves. The water- <br />surface waves have larger amplitudes than the coupled sand waves. At large Froude <br />numbers, the waves generally move upstream and grow until they become unstable <br />and break like surf (breaking antidunes), The agitation accompanying the breaking <br />obliterates the antidunes, and the process of antidune initiation and growth is <br />repeated. At smaller Froude numbers, the antidunes generally remain stationary and <br />increase and decrease in amplitude without breaking (standing waves; Simons and <br />Richardson, 1966, p, v), <br />Backwater: Water backed up or retarded in its course as compared with its normal or <br />natural condition of flow. In stream gaging, a rise in stage produced by a temporary <br />obstruction such as ice or weeds, or by the flooding of the stream below. <br />Bank, left and right: Reference terms used to specify the banks on the left and right when <br />facing downstream. <br />Bedform: Alluvial,channel bottom feature whose form depends on bed, material size, <br />flow depth, and flow velocity, Bedforms include ripples, dunes, antidunes, and plane <br />bed. <br />Conveyance: A measure of the carrying capacity of a chmmel section and is directly <br />proportional to channel discharge, Conveyance is that part of Manning.s equation <br />that excludes the square root of the energy gradient or friction slope, <br />Crest-stage gage: A device for recording the peak water,surface elevation during a flood <br />by means of a cork line that adheres to a wooden rod placed in a 2,inch,diameter <br />metal pipe that has been secured near the channel margins. <br />Criticalllow: If the flow is critical, the Froude number is equal to unity, and the inertial <br />forces balance the gravitational forces, This balance takes place at the depth at which <br />flow is at its minimum energy. <br />Dryland: Streams located in regions of semiarid to extremely arid climatic conditions. <br />For the conterminous United States, this would apply to regions that accrue less than <br />20 in, of precipitation annually, <br />Ephemeral: A stream or reach of a stream that flows briefly in direct response to <br />precipitation or snowmelt in the immediate vicinity, and whose channel is at all times <br />above the water table, <br />Flood peak: The largest value of the runoff flow which occurs during a flood, as observed <br />at a particular point in the drainage basin. <br /> <br />Contents VII <br />
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