Comparing the performance of geostatistical models with additional information from covariates for sewage plume characterization

In this work, kriging with covariates is used to model and map the spatial distribution of salinity measurements gathered by an autonomous underwater vehicle in a sea outfall monitoring campaign aiming to distinguish the effluent plume from the receiving waters and characterize its spatial variabili...

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Published inEnvironmental science and pollution research international Vol. 22; no. 8; pp. 5850 - 5863
Main Authors Del Monego, Maurici, Ribeiro, Paulo Justiniano, Jr, Ramos, Patrícia
Format Journal Article
LanguageEnglish
Published Berlin/Heidelberg Springer-Verlag 01.04.2015
Springer Berlin Heidelberg
Springer Nature B.V
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Online AccessGet full text
ISSN0944-1344
1614-7499
1614-7499
DOI10.1007/s11356-014-3709-7

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Summary:In this work, kriging with covariates is used to model and map the spatial distribution of salinity measurements gathered by an autonomous underwater vehicle in a sea outfall monitoring campaign aiming to distinguish the effluent plume from the receiving waters and characterize its spatial variability in the vicinity of the discharge. Four different geostatistical linear models for salinity were assumed, where the distance to diffuser, the west-east positioning, and the south-north positioning were used as covariates. Sample variograms were fitted by the Matèrn models using weighted least squares and maximum likelihood estimation methods as a way to detect eventual discrepancies. Typically, the maximum likelihood method estimated very low ranges which have limited the kriging process. So, at least for these data sets, weighted least squares showed to be the most appropriate estimation method for variogram fitting. The kriged maps show clearly the spatial variation of salinity, and it is possible to identify the effluent plume in the area studied. The results obtained show some guidelines for sewage monitoring if a geostatistical analysis of the data is in mind. It is important to treat properly the existence of anomalous values and to adopt a sampling strategy that includes transects parallel and perpendicular to the effluent dispersion.
Bibliography:http://dx.doi.org/10.1007/s11356-014-3709-7
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ISSN:0944-1344
1614-7499
1614-7499
DOI:10.1007/s11356-014-3709-7