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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 HYDROWGY <br /> <br />29 <br /> <br />. <br /> <br />If the graphical line cannot be conveniently <br />extended to X=l or X=O, the coordinates of a <br />point on the curve can be substituted in the <br />equation and the intercept can be computed. <br />The standard equations given in analytic <br />geometry texts are of little use in empirical <br />analysis. More flexible mathematical expres- <br />sions are needed, and ones that may be put in <br />linear form are desirable because of ease in <br />computing the equation. If a transformation <br />cannot be found that will make the relation <br />~inear, then a model of the type <br /> <br />Y=a+b1X+b,X"+b.x'+ . . . +boX', <br /> <br />or some portion of it, will fit most plotted <br />smooth curves. If the curvature is only in one <br />direction, the X" term will introduce the needed <br />curvature. For a curve having a point of inflec- <br />tion, both the X" and the X" terms are needed. <br />Terms having higher exponents a,.e rarely used <br />in empirical work. <br />The above model is equally applicable where <br />X is replaced by log X. A line curved in one <br />direction on log paper is expressed by <br /> <br />log Y=log z+b1log X+b, (log X)'. <br /> <br />Reducing this to power form gives <br /> <br />Y=aXIX~J lOgX=aX~I+bl IOgX. <br /> <br />The general form of linear relations m <br />several variables is <br /> <br />Y=a+b,X,+b,x, . . . +boXn. <br /> <br />Sometimes the regression coefficient for one <br />variable changes with another variable. This is <br />known as an interaction. In the model <br /> <br />Y =a+b1X1+b,x,+b,x,X" <br /> <br />. <br /> <br />the last term is called a product interaction <br />term. Its use provides a systematic change in <br />slope. <br />Curvilinear relations in several variables may <br />be described by adding terms in powers of the <br />independent variables. The equation of a curved <br />line or of a multiple relation involving an inter- <br />action is not easily computed. The advantage <br />of recognizing the general form of equation <br />which would represent a particular graphical <br />relation lies in the need for a model if a least- <br />square regression is to be computed. The <br /> <br />definition of the equation of a graphical re- <br />gression is limited to linear regressions. <br /> <br />Definition of equations <br /> <br />The methods for defining the equation of a <br />graphical regression will be demonstrated by <br />two examples. The procedures used in these <br />examples can be adapted readily to other <br />problems. The first example, shown in figure <br />21, is a multiple linear regression by the method <br />of residuals. The equation of this relation is <br />obtained as follows. Consider first the relation <br />between Y, and XI where Y, is the curve value <br />from the left part of figure 21. This relation is <br />of the form Y=a+bX1 where a is the intercept <br />at X1=0 and b is the slope of the line. For this <br />example, <br /> <br />Y,=5.4+0.86XI. <br /> <br />The equation of the second line IS obtained <br />similarly and is <br /> <br />Residual= -1O+2.78X,. <br /> <br />The residual (call it R) is the individual point <br />value, Y, minus the value obtained from the <br />first equation; that is, <br /> <br />R=Y-Y,=-1O+2.78X,. <br /> <br />Substituting for Y, in the above equation !(ives <br />Y -(5.4+0.86X1)=-1O+2.78X, <br /> <br />from which the desired relation, <br /> <br />Y = -4.6+0.86X1 +2.78X" <br /> <br />is obtained. <br />The second example (fig. 22) is a relatively <br />simple coaxial graphical multiple regression <br />adapted from one made by the Hydraulic <br />Research Branch of the Bureau of Public <br />Roads. This regression is linear, and the lines <br />for S and P are systematically spaced and <br />parallel. Under these conditions the equation <br />of the graphical relation can be determined. <br />The following facts are evident from a study <br />of figure 22: <br /> <br />1. QlO is the dependent variable. <br />2. A is the principal independent variable. <br />3. Lines of equal P are linearly spaced on <br />logarithmic paper and are parallel. <br />
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