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CONVERSION TABLE <br />The inch-pound units used in this report may be converted to SI (Interna- <br />tional System of Units) by use of the following conversion factors: <br />Multiply inch-pound emit <br />•acre foot (acre-ft) <br />''acre foot per year (acre-ft/yr) <br />.cubic foot per second (ft3/s} <br />foot (ft) <br />foot per foot (ft/ft) <br />inch (in.) <br />inch per year (in./yr) <br />mile (mi) <br />square foot (ftz) <br />square mile (miz) <br />ton (short) <br />ton per day (ton/d) <br />tan per year (ton/yr) <br />By To obtain SI unit <br />0.001233 cubic hectometer <br />0.001233 cubic hectometer per year <br />0.02832 cubic meter per second <br />0.3048 meter <br />1.000 meter per meter <br />25.40 millimeter (mm) <br />25.40 millimeter per year <br />1.609 kilometer <br />0.0929 square meter <br />2.590 square kilometer <br />0.9072 metric ton <br />0.9072 metric ton per day <br />0.9072 metric ton per year <br />To convert degrees Celsius (°G) to degrees Fahrenheit (°F) use the following <br />formula: (°Cx9/5)+32=°F. <br />Suspended sediment concentrations are given only in milligrams per liter <br />(mg/L) because these values are (within the range of values presented) <br />numerically equal to concentrations expressed in parts per million. <br />LIST OF SYM80LS <br />Af =Cross sectional area of flow (ft2) <br />D =Mean depth of flow (ft) <br />Q =Instantaneous water discharge (ft3/s) <br />Qs =Sediment discharge (tons/day) <br />R =Correlation coefficient <br />RZ =Coefficient of determination <br />SE =Standard error of estimate <br />~+1 =Channel width (fit) <br />d = Median particle grain size (mm) <br />50 <br />n =Sample size <br />u =Mean velocity of flow (ft/s) <br />v <br />