Technical Note: Analytical sensitivity analysis of a two parameter recursive digital baseflow separation filter

A sensitivity analysis for a well-established baseflow separation technique, a two parameter recursive digital filter, is presented. The sensitivity of the calculated baseflow index to errors or uncertainties of the two filter parameters and of the initial baseflow value is analytically ascertained....

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Main Author: K. Eckhardt
Format: Article
Language:English
Published: Copernicus Publications 2012-02-01
Series:Hydrology and Earth System Sciences
Online Access:http://www.hydrol-earth-syst-sci.net/16/451/2012/hess-16-451-2012.pdf
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spelling doaj-3f0f5b6bbc96408fbd354adcb5113f4c2020-11-24T23:00:19ZengCopernicus PublicationsHydrology and Earth System Sciences1027-56061607-79382012-02-0116245145510.5194/hess-16-451-2012Technical Note: Analytical sensitivity analysis of a two parameter recursive digital baseflow separation filterK. EckhardtA sensitivity analysis for a well-established baseflow separation technique, a two parameter recursive digital filter, is presented. The sensitivity of the calculated baseflow index to errors or uncertainties of the two filter parameters and of the initial baseflow value is analytically ascertained. It is found that the influence of the initial baseflow value is negligible for long time series. The propagation of errors or uncertainties of the two filter parameters into the baseflow index is expressed by a dimensionless sensitivity index, the ratio between the relative error of the baseflow index and the relative error of the respective parameter. Representative index values are derived by application of the resulting equations to 65 North American catchments. In the mean the parameter <i>a</i>, the recession constant, has a stronger influence on the calculated baseflow index than the second filter parameter BFI<sub>max</sub>. This is favourable in that <i>a</i> can be determined by a recession analysis and therefore should be less uncertain. Whether this finding also applies for a specific catchment can easily be checked by means of the derived equations.http://www.hydrol-earth-syst-sci.net/16/451/2012/hess-16-451-2012.pdf
collection DOAJ
language English
format Article
sources DOAJ
author K. Eckhardt
spellingShingle K. Eckhardt
Technical Note: Analytical sensitivity analysis of a two parameter recursive digital baseflow separation filter
Hydrology and Earth System Sciences
author_facet K. Eckhardt
author_sort K. Eckhardt
title Technical Note: Analytical sensitivity analysis of a two parameter recursive digital baseflow separation filter
title_short Technical Note: Analytical sensitivity analysis of a two parameter recursive digital baseflow separation filter
title_full Technical Note: Analytical sensitivity analysis of a two parameter recursive digital baseflow separation filter
title_fullStr Technical Note: Analytical sensitivity analysis of a two parameter recursive digital baseflow separation filter
title_full_unstemmed Technical Note: Analytical sensitivity analysis of a two parameter recursive digital baseflow separation filter
title_sort technical note: analytical sensitivity analysis of a two parameter recursive digital baseflow separation filter
publisher Copernicus Publications
series Hydrology and Earth System Sciences
issn 1027-5606
1607-7938
publishDate 2012-02-01
description A sensitivity analysis for a well-established baseflow separation technique, a two parameter recursive digital filter, is presented. The sensitivity of the calculated baseflow index to errors or uncertainties of the two filter parameters and of the initial baseflow value is analytically ascertained. It is found that the influence of the initial baseflow value is negligible for long time series. The propagation of errors or uncertainties of the two filter parameters into the baseflow index is expressed by a dimensionless sensitivity index, the ratio between the relative error of the baseflow index and the relative error of the respective parameter. Representative index values are derived by application of the resulting equations to 65 North American catchments. In the mean the parameter <i>a</i>, the recession constant, has a stronger influence on the calculated baseflow index than the second filter parameter BFI<sub>max</sub>. This is favourable in that <i>a</i> can be determined by a recession analysis and therefore should be less uncertain. Whether this finding also applies for a specific catchment can easily be checked by means of the derived equations.
url http://www.hydrol-earth-syst-sci.net/16/451/2012/hess-16-451-2012.pdf
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