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Last modified
11/23/2009 10:40:54 AM
Creation date
10/4/2006 10:26:47 PM
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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 />. SOME STATISTICAL TOOLS IN HYDROLOGY 25 <br />60 32 <br />0' 9.41 <br />w <br />> 0 24 <br />co X <br />w 0 " <br />'" <br />0>- 10.77 0--' <br />-w o::t 16 <br />"'w ~w>- <br />~.... 40 4.68 l..L....Jt:j <br />~w ~!;;(.... <br />0: 0 <br />"''-' Z w <br />0:<< =.lwQ:g <br />O~ 0:>'-' <br />~O 4.69 0:<< <br /> o"'~ <br />in", 0 w,-,o <br /><<0 >-~ <br />wz X bwrnO <br />.<< g 5.07 ~zO <br />>-", o.-z <br />~'" ~<< <br />"'0 ~z'" <br />3i= 20 5.60 OQ68 <br />COz z",,,, <br /> 0"'>- <br />0.- -w <br /><< >-o:z <br />u: 9.41 Precipitation ~C!l- <br /> >w 16 <br />f- a Plotted point wo: <br />0 0 <br />z x Point adjusted for effect <br />'" <br />0: of precipitation from <br /> curve at right 24 <br /> 0 <br /> 10 20 30 0 4 8 12 <br /> WATER CONTENT OF SNOW ON APRIL 1 PRECIPITATION AT THREE CREEK <br /> ON GOAT CREEK SNOW COURSE, IN INCHES APRil-JULY, IN INCHES <br /> <br /> <br />Figure 18.-Example of graphical multiple regression using arithmetic scales. <br /> <br />. <br /> <br />are given :in table 4. Curve 1 (fig. 19) is the <br />relation between 100-year flood (Q.oo) and <br />mean annual flood (Q,.33) for 17 stations. <br /> <br /> ~-t <br /> r;;:g "A< . <br /> ~e./ ;r ':-, <br /> ".$ ---c,:?,iL-~l- "'"' <br /> ,,' :.. .o~ <br /> '" V ..0", <br /> ~... ."... <br /> '<:?~ ./~...: <br /> 'o;P. "if' <br />I-- '$j 0 :Q." <br />./ ~~:26' 1/"/ j~.~ <br />"~~o: 0" I.-"'~"'~ I <br />. ~ ~""6's "1./j. S~). '" ~ <br />.",'0:: k') ..,,~ ''%0 ".0 <br /> ~~~o~ <br /> ?it" .u> <br />. ~ ___?''/: ~ "':7 (f <br />/. ~/~fi"'... <br />,/ '7../ ./ <br />~~~./ ',;. <br />0..5':-. .~ <br />... <br />.''f9 <br /> <br />1000 <br /> <br />f- <br />o <br />'" <br />o <br />z <br /><< <br />"'0 <br />6~ <br />~i:cl <br />z'" <br />-0: <br />"""w <br />~a..lOO <br />ct;; <br />~w <br />o~ <br />Ou <br />3iii <br />~'" <br />'-' <br />0: <br /><< <br />w <br />>- <br />6 <br />S <br /> <br />10 <br />10 <br /> <br />The numerator of the fraction flagged to each <br />plotted point is the mean annual discharge <br />(Q,,) of the stream. Because this discharge <br /> <br />""iD <br />~w <br />:;5&: 1.0 oil- <br />0'" <br />_u v~,/f- <br />'" <br />w" <br />n:: ~O.6 '" <br />~ <br /> 0.6 1.0 2.0 / <br /> DIVIDEND " <br /> / <br /> '- <br /> " <br /> / <br /> / . <br />./ . <br /> <br />100 <br /> <br />~ <br />o <br />'" <br />o <br />z <br />'" <br />'" <br />'" <br />o <br />'" <br />>-0 <br />~6 <br />.'-' <br />~w <br />><n <br />o <br />00: <br />1O.......~ <br />~t;J <br />~~ <br />'" <br />uu <br />~iii <br />0", <br />~u <br /><< <br />'" <br />z <br />z <br /><< <br />z <br /><< <br />w <br />" <br /> <br />100 500 10 100 <br />MEAN ANNUAL Fb.OOD (Q2.33)' IN THOUSANDS OF CUBIC PEEl PER SECOND <br /> <br />500 <br /> <br />. <br /> <br />Figure 19.-Graphical re9ression using hi9hly correlated independent variables. Based on data given in table 4. <br />
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