My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD01900
CWCB
>
Floodplain Documents
>
Backfile
>
1001-2000
>
FLOOD01900
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/23/2009 10:40:54 AM
Creation date
10/4/2006 10:26:47 PM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
Nationwide
Title
Techniques of Weather-Resources Investigations of the USGS Book 4, Chapter A1
Date
1/1/1968
Floodplain - Doc Type
Educational/Technical/Reference Information
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
44
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br />. <br /> <br />SOME STATISTICAL TOOLS IN HYDROLOGY <br /> <br />35 <br /> <br />I' <br /> <br />relation between periods and that the difference <br />in runoff means between periods was due to <br />differences in precipitation. For these data it <br />would not be necessary to make a covariance <br />analysis. However, if separate regressions were <br />indicated by the plotted points, it might be <br />desirable to make a covariance analysis in order <br />to test whether the two regressions were signifi- <br />cantly different statistically. <br />The following computation illustrates the <br />procedure: <br />Total sum of products = ::8X"Y,,- TzT,/nk, <br />where Tz and T, are grand totals of X and Y, <br />n is the number of items in each period, and k <br />is the number of periods. <br /> <br />Between-means sum of products <br /> <br />=::8 Tz,T,Jn- TzT,7nk, <br /> <br />where Tz' and Tv< are column (period) totals. <br />For this example, <br /> <br />the total sum of products = (27) (17.3) <br /> <br />+ (36) (21.9)....+ (23) (11.5) <br /> <br />- (692) (408.4)/(15) (2) <br /> <br />= 10,054. 7 -9,420.5=634.3 <br /> <br />. <br /> <br />Between-means sum of products <br /> <br />= (388) (328.3) /15+ (304) (170.1) /15 <br /> <br />- (692) (408.4)/30=9,611.4 <br /> <br />-9,420.4= 191.0 <br /> <br />Total sum of squares on X=::8X'<a <br /> <br />- Tx'/N=16,898-15,962=936 <br /> <br />Between-periods sum of squares on X <br /> <br />=~T;Jn- Tx'/N=16,197 -15,962=235 <br /> <br />Sums of squares on Yare taken from the <br />analysis-of-variance example. <br />Deviations from regression are computed by <br />the formula <br /> <br />::8y'- (::8xy)'/::8x', <br /> <br />. <br /> <br />which, for totals, =507.6- (634.3)'/936=507.6 <br />-429.8=77.8. <br />For within periods, the deviations from regres- <br />sion are <br />352.6- (443.3)'/701 =352.6-280.3=72.3, <br />and the between-means deviation from regres- <br /> <br />sion is obtained by subtraction. The data are <br />shown in the following covariance table. <br /> <br />Data <br /> <br />DevIations <br />Degrees Mean <br />of !:(Y- YP square <br />freedom <br /> <br />Source <br /> <br />Degrees <br />of Xx2 J;xy Xyl <br />freedom <br /> <br />Between <br />means. n 1 225 101 155.0 5.5 5.5 <br />Within <br />periods__ 28 701 443.3 352.6 Zi 72.3 27 <br />TotaL "" 936 634.3 507.6 28 77.8 <br /> <br />Sums of squares fOf within periQds (In the first part of the table) are <br />obtained by subtraction. Degrees of freedom for deviations from regreg- <br />sion,l:(Y-Y)2, for within periods and total are one less than for means. <br /> <br />The test of significance compares F (the ratio <br />of mean squares from the covariance table), to <br />values of the distribution of F at the 5-percent <br />and 10-percent levels. For this example they are <br /> <br />F=5.5/2.7=2.0, <br /> <br />F1,27.0.05=4.2J <br /> <br />and <br /> <br />F1,27,O.1O=2.9. <br /> <br />Because 2.0 is less than 2.9, the difference in <br />periods is not significant at the lO-percent level <br />when runoffs are adjusted for precipitation. <br />See the article by Wilm (1943), which includes <br />a discussion by Davenport, for an application of <br />covariance analysis to a hydrologic problem. <br /> <br />Multivariate analysis <br /> <br />Multiple regression on independent variables <br />which are related among themselves sometimes <br />produces inconsistent results from diflerent sets <br />of data. For example, the regression coefficient <br />of an independent variable may range from <br />positive to negative in diflerent regressions and <br />yet test statistically significant in each. Under <br />these conditions, the conclusions regarding the <br />effect of that variable on the dependent variable <br />might be wrong if only one set of data was <br />analyzed. The use of multivariate analysis has <br />been proposed as a way out of this dilemma. <br />Multivariate analysis is concerned with the <br />relationship of sets of dependent variates and <br />includes several different procedures, each in- <br />tended to accomplish a different objective. <br />Snyder (1962) investigated the use of multi- <br />variate analysis in hydrology where the struc- <br />ture of the solution was of primary interest. <br />Kendall (1957) described the theory. <br />
The URL can be used to link to this page
Your browser does not support the video tag.