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<br />4 <br /> 100,000 <br />0 <br />Z <br />0 <br />u <br />... <br />'" <br />.. <br />... <br />... <br />... 10.000 <br />... <br />... <br />... <br />u <br />ii <br />:::> <br />u <br />Z <br />ci <br />0 1000 <br />0 <br />~ <br />... <br />co <br />4: <br />... <br />>- <br />I <br />'" <br />N <br /> <br />100 <br />1 <br /> <br />TECHNIQUES OF WATER.RESOURCES INVESTIGATIONS <br /> <br />1510 <br /> <br />1:?30 <br /> <br />1270 <br />'05 <br />1390 0 <br />11" , <br />112 0 0 <br />· 112 <br />. <br /> <br /> <br />059 <br /> <br />65 <br />053 <br /> <br />0" <br /> <br /> <br />EXPLANATION <br /> <br />o Plotted point <br />. Point adjusted <br />for P <br /> <br />10 100 <br />DRAINAGE AREA, IN SQUARE MILES <br /> <br />1. Graphical analysis of data from table 1. <br /> <br />error of estimate of the regression, signifi- <br />cance tests of the regression coefficients, <br />deviations of the individual points from re- <br />gression, and other information in addition <br />to the regression equation, <br /> <br />The model commonly used in regional anal. <br />ysis of flood peaks is of the form <br /> <br />log QRI = log a + b,log X, + b, log X, <br />+ b. log X" , , . <br /> <br />The equation of the graphical relation of fig- <br />ure 1 is of the above form and is <br /> <br />log Q" = -2.28 + 0.94 log A + 2,25 log P, <br /> <br />where Q", is the 25-year-recurrence.interval <br />flood in cubic feet per second (cfs) , A is drain- <br />age area in square miles, and P is mean annual <br />precipitation in inches. Using the same data <br />in a digital computer produced the following <br />equation <br /> <br />log Q", = -2.07 + 0.97 log A + 2,11 log P. <br /> <br />Both regression coefficients are highly signifi- <br />cant, and the standard error of regression is <br /> <br />10 <br /> <br />~ <br />z <br />o~ <br />..~ <br />~ <br />0_ <br />~ <br />~o <br />~~ <br />o <br />- ~ <br />..> <br />~ . <br />oE: <br />z ~ 0.5 <br />20 <br />~ . <br />.. ~ <br /> <br />5 <br /> <br /> <br />2 <br /> <br />> <br />~ <br />o <br /> <br />01 <br />25 .so 100 300 <br />MEAN ANNUAL <br />PRECIPIT....TION, fp) <br />IN INCHES <br /> <br />1000 <br /> <br />0,14 log units which corresponds to +38 and <br />- 28 percent, Although the coefficients in the <br />above two regressions are appreciably differ- <br />ent, the computed values of Q" at a site by the <br />two equations generally will be within a few <br />percent of each other. <br />In a common procedure several regressions <br />are computed, the first one including all basin <br />and climatic characteristics considered appli- <br />cable. A "step-backward" computer program <br />will make the first computation, eliminate the <br />least significant variable and recompute the <br />regression, then continue the elimination <br />process until only one independent variable <br />remains. Differences in the standard errors of <br />the various regressions indicate the degree of <br />improvement obtained by inclusion of each <br />independent variable, For examples, see table <br />6 of Thomas and Benson (1970). <br />A preferable approach is to carefully select <br />a few variables having clear physical relation. <br />ships to the flood peak and to compute the <br />regression equation and check the regression <br />coefficients for significance, A computer pro- <br />gram called "step-forward" regression will <br /> <br />~ <br />