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FLOOD07843
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Last modified
1/25/2010 7:12:56 PM
Creation date
10/5/2006 3:14:45 AM
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Template:
Floodplain Documents
County
Statewide
Basin
Statewide
Title
Nationwide Summary of US Geological Survey Regional Regression Equations for Estimating Magnitude and Frequency of Floods or Ungaged Ssites 1993
Date
1/1/1993
Prepared By
USGS
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br /> <br /> <br />Hydrologic Flood Regions <br /> <br />'de flood-frequency reports, the <br />I most statewI I . <br />n divided their States into separate hydro. O~IC <br />analysts , f h ogeneous flood charactensttcs <br />. Regions 0 om hed <br />regions. d termined by using major wat~rs <br />were ge?erally e al sis of the areal distnbutton of <br />danes and an an y <br />boun , 'd I (differences between regres- <br />sSlOn resl ua s <br />the reg~e (on (observed) T-year estimates), In some <br />sion an sta I h drolo ic regions were also defined by <br />instances, the y, : the watershed or by statistical <br />the mean elevat~~c~xon signed-rank test. Regression <br />tests s~ch as ~:edefined for 210 hydrologic regions <br />equatt~n~tthe Nation, indicating that, on average, <br />throug 0 C . ns per State. Some areas of the <br />e about .our reglO fi od <br />the~ ar h ever have inadequate data to defin~ 0 _ <br />Natton, ow " For example, there are regIOns of <br />frequencx ~e:~~uency in Rorida, Ge01g~a, Texas, <br />undefine OF th State of Hawaii, regressIOn equa- <br />d Nevada. or e R <br />an . ded for the Island of Oahu, egres- <br />tions are only provI, , flood- ak discharges for <br />. n equations for estlmatmg pe "d <br />SIO . were computed as part of a nattonwl e <br />the other Islands 1972) but are not <br />ork analysis (Yamanaga, . <br />netw 'NFF' that study was not specdically <br />included m smce . <br />oriented to flood-frequency analysIs. <br /> <br />Measures of Accuracy <br /> <br />Every USGS regional flood report prov~des some <br />f accuracy of the regression equations. The <br />measure 0 f Y is the stan- <br />most frequently used measure 0 accu~ rcent This <br />dard error of estimate, usually report~ ~n pe . th <br />standard error is a measure of the vanatlOn between e <br /> <br />regression estimates and !be Station data for those sta- <br />tions used in deriving the regression equations. More <br />recently, analysts have begun reporting the standard <br />error of prediction, which is a measure of the accuracy <br />of the regression equations when predicting values for <br />watersheds not used in the analysis. The standard error <br />of prediction is generally slighdy larger than the stan- <br />dard error of estimate. The standard error reported in <br />the individual statewide report is the standard error <br />given in NFF because that is the only estimate of error <br />that was available. Often, the standard errors of esti- <br />mate or prediction are converted to equivalent years of <br />record. The equivalent years of record are defined as <br />the number of yean; of actual streamflow record needed <br />to achieve the same accuracy as the regional regression <br />equations. <br /> <br />The standard errors of estimate or prediction <br />generally range from 30-60 percent, with 2 I States and <br />the Commonwealth of Puerto Rico having standard <br />errors in this range. There are 14 States where there is <br />at least one hydrologic region Within the State with a <br />standard error less than 30 percent. The remaining 15 <br />States have at least one hydrologic region where the <br />standard error is in excess of 60 percent. The largest <br />standard errors generally are for equations developed <br />for the western portion of the Nation where the at-site <br />variability of the llood records is greater, where the net- <br />work of unregulated gaging stations is less dense and <br />there are more diffiCUlties in regionalizing llood char- <br />acteristics, and the flood records are generally shorter. <br />The smallest standard errors are generally for equations <br />developed for the eastern portion of the Nation where <br />the converse of the above conditions are generally true. <br /> <br />RURAl R 000 --;l'BlCr ES'TWATlMGTECHNIQUE$ 7 <br />
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