Laserfiche WebLink
<br /> A <br /> Dd <br /> E <br />, G <br /> H <br /> 1 <br /> Ih.n <br /> Ip <br /> lw <br /> lllu <br /> K <br /> L <br /> M <br /> <br />N <br />n <br />P <br />Q <br />Qrna <br />R <br />Rb <br />Rc <br />R.V. <br />i <br />S <br /> <br />LIST OF SYMBOLS <br /> <br />basin area (square miles) <br /> <br />drainage density (miles per square mile) <br /> <br />E-index (Jarvis, 1972); modified E-ratio (this paper) <br /> <br />skewness of the logarithms of discharge maxima <br /> <br />link distance (Jarvis, 1972) <br /> <br />area of impervious deposits (square miles) <br /> <br />hydrologic index for the n-year flood expectancy <br /> <br />pervious index <br /> <br />wetland index <br /> <br />urbanization index <br /> <br />frequency factor in the Log Pearson Type 3 distribution <br /> <br />modified link distance (this paper) <br /> <br />stream magnitude at a junction within a <br />of the logarithms of discharge maxima; <br />in calculation of plotting positions <br /> <br />drainage network; mean <br />rank of discharge maxima <br /> <br />number of years in a hydrologic record; <br /> <br />number of observations <br /> <br />weighting factor in the pervious index; <br />rence interval in the hydrologic index <br /> <br />designation of a recur- <br /> <br />area of pervious deposits (square miles) <br /> <br />predicted or estimated value of discharge <br /> <br />mean annual flood (recurrence interval of -2.33 years) <br /> <br />estimated recurrence interval <br /> <br />bifurcation ratio (Strahler, 1964) <br /> <br />circularity ratio (Miller, 1953) <br /> <br />reduced variate transformation of plotting position <br /> <br />area of swamp deposits; standard deviation of the logarithms of <br />discharge maxima <br /> <br />ix <br />