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Last modified
11/23/2009 10:50:51 AM
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10/4/2006 9:15:57 PM
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Title
Techniques of Water-Resources Investigations of the US Geological Survey Regional Analyses of Streamflow Characterictics
Date
1/3/1997
Prepared By
USGS
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />10 <br /> <br />TECHNIQUES OF WATER-RESOURCES INVESTIGATIONS <br /> <br />is a significant basin characteristic in some <br />regional frequency analyses, but if all streams <br />in a region have very similar slopes, the slope <br />characteristic will not be significant, either <br />statistically or practically. <br />The significant variables found in 10 pub- <br />lished regional flood-frequency regressions <br />are shown in table 2. The four most common <br />variables are drainage area, main-channel <br />slope, percentage of basin area covered by <br />lakes and swamps, and mean annual precipi- <br />tation. Mean annual runoff appears only once; <br />mean annual precipitation could have been <br />substituted for it because the two are highly <br />related. Only four of the 11 remaining vari- <br />ables appear more than once. <br />Because of the relatively high intercorre- <br />lation among certain of the so-called inde- <br />pendent variables and because most of these <br />variables are only crude indexes of the char- <br />acteristic being described, we may question <br />whether the ones infrequently reported as <br />significant are really so. Ordinarily the first <br />four variables in table 2 will reduce the stand- <br />ard error very close to the practical minimum. <br />The regression model previously described <br />was used for each of the 10 analyses referred <br />to in table 2. However, that model is not ade- <br />quate for semiarid regions of large relief. <br />For example, consider a stream which rises <br />in the high mountains and flows onto a plain. <br />The 10-year flood will increase with drainage <br />area to the base of the mountains and from <br />that point on may decrease, or at least not <br />increase at the same rate as in the upper part <br /> <br />of the basin. If channel slope is included in a <br />regression using data from such streams, the <br />computed effect of drainage area will depend <br />to some extent on the way channel slope is <br />defined; the usual definition is not adequate <br />to describe a major break in the channel pro- <br />file. Thus a better model for regional analysis <br />is needed for such regions. <br />It is desirable practice to plot the residuals <br />from a regional regression analysis on a map <br />to check for possible geographical bias. Where <br />a substantial bias is indicated by this test, a <br />"geographical factor" is sometimes intro- <br />duced into the regression equation to com- <br />pensate for the bias. Before doing this, the <br />analyst should realize that a geographical <br />bias does not necessarily indicate that the re- <br />gional relation is inadequate; there may have <br />been much higher flood experience in one part <br />of the region than in another during the pe- <br />riod of record used. If possible one should <br />identify the reasons for the bias and incorpo- <br />rate them in the analysis rather than use a <br />geographic factor. <br />Regardless of the region being studied, the <br />analyst should select his model and the rele- <br />vant variables on the basis of knowledge of <br />the system, leaving little of the selection proc- <br />ess to be defined by the data. Snyder and Stall <br />(1966) support this approach by writing: <br /> <br />. <br /> <br />. <br /> <br />The extreme versatility of numerical methods and <br />computing machines has sometimes led man into the <br />pitfall of relying solely on these methods and ma- <br />chines. This occurs when an analysis of a set of data <br />is made without reference to past knowledge, under <br /> <br />Variable <br /> <br />Table 2.-lndependent varilJbles used in 10 regional f1ood-'frequency analyses <br /> <br />2 3 4 5 6 7 8 9 10 <br /> <br />Drainage area___~_______________________________________________ x x x x x X x x x X <br />Main-channel slope___________n_______nn_______n_____________ x x x x x u______unu__u__ <br />Percentage of basin covered by lakes and swamps_ _ _ _ _ _ _ _ _ __ __ _ n _ n X X X ~ __ _ n __ nuX X u__ <br />Mean annual precipitation_________u_____n__u__n_n___n____n____ x nnU_n___n__ X __n X X <br /> <br />Mean annual runoff_ _ _ _ __ _ _ _"____ _ _ _ ___ ____ _ _ _ _ _ _ ~ __ ___ _ _ _ ______ __ _____ ___ _ _ ___ _ ___ _ _ _ _ _ __ _ _ _ x __ _ __ ___ <br />T-year 24-hour rainfaIL_____u_unn______n__u__n__n________ x un X u__u ___n__n_u_____nn <br />Average degrees below freezing in January_____n___n_~n~nu_____ X u__n _____~__n___nunnnnn__ <br />Orographic factor _ _ _ _ _ _ ~_ _ ______~__ ___ _ __ _ _ ___ _ ___ _ ___ _ _ _ _ _ _ _ ___ x ___ __ ~ __ _ _ ~_ _ _ _ _ _ _ ___ ____ ____ <br /> <br />Elevation_ _ __ ______________________________________________________ x _______ ___ _________________ x <br />Number of thunderstorm days_ _ _ _u _ _ n _ __ _ _ n______ __ ___n _ __~__u _ _ x x _ _ _ _ _ _ _________ _____u <br />Main-channellength__~_ _ _ _____ _ ____ ___ _ ____ ___ _ __ _ _____ __ _ _ __ _ ___ _ _ ___ _ _ x __ _ ___ _ __ _ _ _ _ __ ___ ____ _ _ ~ ~ __ <br />Ratio of runoff to precipitatioll_______nu_nn_n_nununnn__n__u__ x nnnnn__n_n_nu__n__ <br />Mean annual snowfaIL____nn_ _ n _ _ ___ _ __ ___________U__nu___n_u__ _ ___ _ _ x _. __n_ __u_n_ ___ _ _. n_ <br /> <br />~h~~f~~t~~~~~:-~~:~~~~~~~~a~~=============================================__~_-j(-================ <br />Geographical factor __._____ ________ _ ________ __ _ _ _______ _ ____ __~___ __ ____ ___ _____ _______ _ __ _ _ _ X X ____ <br /> <br />. <br />
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