2005
DOI: 10.1623/hysj.2005.50.5.911
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A revised approach to the UKIH method for the calculation of baseflow / Une approche améliorée de la méthode de l'UKIH pour le calcul de l'écoulement de base

Abstract: A revised approach to the calculation of baseflow using the method originally proposed by the United Kingdom Institute of Hydrology is presented. The revisions resolve two aspects of the method that lead to less than optimal results; that is, the calculation of values of baseflow that exceed the corresponding values of streamflow and the dependence of the calculated values on the origin of the five-day segmentation of the input streamflow data. The approach is illustrated using streamflow monitoring informatio… Show more

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Cited by 80 publications
(30 citation statements)
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“…In the original UKIH, the N was specified as a fixed value (5 days), but it failed to reflect the varying hydrological conditions of the watershed with different sizes [39]. Therefore, the variation of baseflow index (BFI) with change in N should be noted when UKIH is applied in different watershed [40].…”
Section: Uk Institute Of Hydrology's Methods (Ukih)mentioning
confidence: 99%
“…In the original UKIH, the N was specified as a fixed value (5 days), but it failed to reflect the varying hydrological conditions of the watershed with different sizes [39]. Therefore, the variation of baseflow index (BFI) with change in N should be noted when UKIH is applied in different watershed [40].…”
Section: Uk Institute Of Hydrology's Methods (Ukih)mentioning
confidence: 99%
“…There is no direct way to continuously measure baseflow throughout a basin. Consequently, many approaches have been developed to estimate or separate baseflow from streamflow continuously in time (Rutledge 1998;Wittenberg 1999;Chapman 1999;Piggott et al 2005;Eckhardt 2004). Regression models have the advantage of being easily implemented to estimate baseflow with reasonable accuracy Zhu and Day 2009).…”
Section: Introductionmentioning
confidence: 99%
“…Other sources of error and resulting biases include streamflow measurements or the specific method to separate reference baseflow (Piggott et al , ; Eckhardt, ). Furthermore, this study used one dominant aquifer type at the catchment‐scale to stratify the assessment; although in reality, more spatial variation of model structures may be necessary (McMillan et al , ).…”
Section: Discussionmentioning
confidence: 99%