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<br />GLOSSARY <br /> <br />Water-resource terms are defined in the GLOSSARY and are italicized <br />when first used in this report. <br /> <br />convegance.--A measure of the carrying capacity of a channel section; it <br />is directly proportional to channel discharge. Conveyance is that <br />part of the Manning equation excluding the square root of the <br />energy gradient or friction slope. <br />correlation coefficient.--A number that expresses the relation between <br />two variables. The value of the correlation coefficient lies between <br />+1 and -1. A positive correlation coefficient indicates one variable <br />increases as the other increases. A negative correlation coefficient <br />indicates one variable increases as the other decreases. <br />critical flow.--If the flow is critical, the Froude number is equal to <br />unity, and the inertial forces balance the gravitational forces. <br />This balance takes place at the depth at which flow is at its <br />minimum energy with respect to the channel bottom. <br />flood plain.--An area in and adjacent to the stream that is built <br />of sediments during the present regime of the stream and which is <br />covered with water when the stream overflows its banks. <br />Froude number.--A dimensionless number used as an index to characterize <br />the type of flow (subcritical, critical, and supercritical) in <br />an open channel; the Froude nwmber is the ratio of the inertial <br />forces to gravitational forces. It is computed as the mean flow <br />velocity divided by the square root of the product of the hydraulic <br />depth times the gravitational constant. <br />high-gradient stream.--A high-gradient stream is defined as one having slopes <br />greater than 0.01 (foot per foot). <br />higher-gradient stream.--For this report a higher-gradient stream is defined <br />as Gne having slopes greater than 0.002 (foot per foot). <br />lower-gradient stream.--For this report a lower-gradient stream is defined <br />as one having slopes less than 0.002 (foot per foot). <br />multiple-regression analgsis.--A statistical technique by which a <br />relation between a dependent variable and two or more independent <br />variables can be derived. The result is usually expressed as a <br />regression equation. <br />recurrence interval.--The average interval of time, in years, within <br />which a given flood will be exceeded once. <br />standard error of estimate.--A measure of how well observed values <br />agree with estimated values in a regression relation. The <br />standard error of estimate is computed from the differences <br />between the observed values and the values estimated using a <br />regression equation. <br />stream power.--A measure of energy transfer used in computing the regime <br />of flow in sand channels. <br />subcritical flow.--If the flow is subcritical, the Froude number is <br />less than 9ne and the inertial forces are less than the <br />gravitational forces. The flow depth in subcritical flow is <br />greater than the flow depth in critical flow. <br />supercritical flow.--If the flow is supercritical, the Froude number <br />is greater than one and the inertial forces are greater than <br />gravitational forces. The flow depth in supercritical flow is <br />less than the flow depth in critical flow. <br /> <br />v <br />