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11/23/2009 10:40:54 AM
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Title
Techniques of Weather-Resources Investigations of the USGS Book 4, Chapter A1
Date
1/1/1968
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />. <br /> <br />SOME STATISTICAL TOOLS IN HYDROLOGY <br /> <br />7 <br /> <br />. <br /> <br />limits are quite wide for samples of 30 items <br />or less, unless the correlation coefficient is very <br />large. For example, a chart shown by Bennett <br />and Franklin (1954, p. 275) indicates that a <br />correlation coefficient of +0.8 computed from <br />a sample of 20 items would have a confidence <br />belt extending from 0.6 to 0.9 for 95-percent <br />probability. Because of this uncertainty, com- <br />parison of two correlation coefficients differing <br />only by a few hundredths cannot be meaning- <br />fully interpreted. There also seems to be no <br />justification for reporting correlation coefficients <br />to more than two significant figures. <br />If the data can reasonably be assumed to <br />be drawn from a normal bivariate distribution, <br />then both correlation and regression analyses <br />are appropriate. It is under this assumption <br />that most of the examples in statistics texts <br />are analyzed. However, regression is also <br />appropriate under certain other conditions <br />when correlation is not. The only assumptions <br />required for regression are: <br />1. The deviations of the dependent variable <br />about the regression line (for any fixed X) <br />are normally distributed, and the same <br />varian~e exists throughout the range of <br />definition. <br />2. Values of the independent variable are <br />known without error. The dependent vari- <br />able is considered as an observation on a <br />random variable, and the independent <br />variable as some known constant as- <br />sociated with this random variable. <br />3. Observed values of the dependent variable <br />are uncorrelated random events. <br />4. Each of the variables is homogeneous; <br />that is, all individual values of a variable <br />measure tbe same thing. Data are consid- <br />ered homogeneous if any subgroup to which <br />certain of these data may be logically as- <br />sigued has the same expected mean and <br />variance as any other subgroup of the <br />population. Neither variable need have a <br />probability distribution in regression (but, <br />of course, Y values corresponding to a <br />fixed X are assumed to be normally dis- <br />tributed). <br />The end products of a regression analysis <br />are two equations, Y=j(X) and X=j(Y) <br />(usually only one is computed), because re- <br /> <br />. <br /> <br />gression is directional. In contrast, correlation <br />gives one index of the relation between variables. <br />The regression equation gives the average <br />amount of change in the dependent variable <br />corresponding to a unit change in the independ- <br />ent variable. Thus it gives more specific in- <br />formation than correlation. The regression <br />coefficient can be tested to determine whether <br />it is significantly different from zero, and this <br />test is identical to the test of significance of the <br />correlation coefficient (providing the data are <br />drawn from a bivariate normal distribution). <br />The reliability of a regression is measured by <br />the standard error, which is the standard devia- <br />tion of the distribution (assumed normal) of <br />residuals about the regression line (fig. 8 shows <br />distribution of residuals). By definition, the <br />standard error is the same throughout the range <br />of X. This standard error was called the <br />standard error of estimate by Ezekiel (1950, <br />p. 131). It is also referred to as the standard <br />error of regression and as the standard deviation <br />from regression. <br /> <br />y <br /> <br /> <br />. <br /> <br />. <br /> <br />x <br /> <br />Figure S.-Normal distribution of plotted points about the <br />regression line. <br /> <br />The standard error of a prediction from <br />regression is made up of three parts: the error <br />of the mean, the error of the slope of the line, <br />and the standard error of estimate. All three <br />may be expressed in terms of the standard error <br />of estimate so that the standard error of a <br />prediction (8.) is <br /> <br />_ II! (X-X)'_. <br />8.-S,-y + n + L.;(X-X)' <br />
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