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dc.contributor.authorFuentes Aguilera, Patricio
dc.contributor.authorCaamaño Avendaño, Diego
dc.contributor.authorAlcayaga, Hernán
dc.contributor.authorTranmer, Andrew
dc.date.accessioned2021-06-01T17:32:36Z
dc.date.available2021-06-01T17:32:36Z
dc.date.issued2020-04
dc.identifier.citationWater 2020, 12, 1145es_CL
dc.identifier.issn2073-4441
dc.identifier.urihttp://repositoriodigital.ucsc.cl/handle/25022009/2261
dc.descriptionArtículo de publicación ISIes_CL
dc.description.abstractAccurate prediction of pollutant concentrations in a river course is of great importance in environmental management. Mathematical dispersion models are often used to predict the spatial distribution of substances to help achieve these objectives. In practice, these models use a dispersion coefficient as a calibration parameter that is calculated through either expensive field tracer experiments or through empirical equations available in the scientific literature. The latter are based on reach-averaged values obtained from laboratory flumes or simple river reaches, which often show great variability when applied to natural streams. These equations cannot directly account for mixing that relates specifically to spatial fluctuations of channel geometry and complex bed morphology. This study isolated the influence of mixing related to bed morphology and presented a means of calculating a predictive longitudinal mixing equation that directly accounted for pool-riffle sequences. As an example, a predictive equation was developed by means of a three-dimensional numerical model based on synthetically generated pool-riffle bathymetries. The predictive equation was validated with numerical experiments and field tracer studies. The resulting equation was shown to more accurately represent mixing across complex morphology than those relations selected from the literature.es_CL
dc.language.isoenes_CL
dc.publisherMDPIes_CL
dc.source.urihttps://doi.org/10.3390/w12041145
dc.subjectDispersion coefficientes_CL
dc.subjectFluid mixinges_CL
dc.subjectDimensional analysises_CL
dc.subjectPool-rifflees_CL
dc.subject3D modelinges_CL
dc.titleThe influence of pool-riffle morphological features on river mixinges_CL
dc.typeArticlees_CL
dc.identifier.doi10.3390/w12041145


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