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dc.contributor.author Armijos Cardenas, Elisa Natalia
dc.contributor.author Merten, Gustavo H.
dc.contributor.author Groten, Joel T.
dc.contributor.author Ellison, Christopher A.
dc.contributor.author Lisiecki, Luke U.
dc.coverage.spatial Minnesota River
dc.date.accessioned 2021-06-28T12:20:14Z
dc.date.available 2021-06-28T12:20:14Z
dc.date.issued 2021-07
dc.identifier.citation Armijos, E., Merten, G. H., Groten, J. T., Ellison, C. A., & Lisiecki, L. U. (2021). Performance of bedload sediment transport formulas applied to the Lower Minnesota River.==$Journal of Hydrologic Engineering, 26$==(7). https://doi.org/10.1061/(ASCE)HE.1943-5584.0002107 es_ES
dc.identifier.govdoc index-oti2018
dc.identifier.uri http://hdl.handle.net/20.500.12816/4952
dc.description.abstract Despite limitations in reproducing complex bedload sediment transport processes in rivers, formulas have been preferred over collection and analysis of field data due to the high cost and time-consuming nature of bedload discharge measurements. However, the performance of such formulas depends on the hydraulic and sedimentological conditions they attempt to describe. The availability of field measurements provides a unique opportunity to test bedload transport formulas to better guide formula selection. Hydraulic parameters and bedload discharge data from the Lower Minnesota River and two of its tributaries were used to evaluate nine bedload transport formulas using three different indices. The bedload data for the different sites were collected by the United States Geological Survey (USGS) from 2011 through 2014, with bed material varying from very coarse to medium sand. The formulas calculated higher bedload rates than were measured due to a combination of site-specific physical characteristics, including the presence of bed forms (dunes), and sampling uncertainties. Because of the lack of reproducibility of the tested formulas, five power functions, based on the relation between the specific unit power (independent hydraulic variable) and the USGS measured data (dependent variable), were derived as provisional equations to estimate the bedload discharge on the Lower Minnesota River and tributaries. es_ES
dc.format application/pdf es_ES
dc.language.iso eng es_ES
dc.publisher American Society of Civil Engineers es_ES
dc.relation.ispartof urn:issn:1943-5584
dc.rights info:eu-repo/semantics/closedAccess es_ES
dc.subject Bedload es_ES
dc.subject Field data es_ES
dc.subject Fluvial mechanics es_ES
dc.subject Sandy river es_ES
dc.subject Sediment transport es_ES
dc.subject Transport rate es_ES
dc.title Performance of bedload sediment transport formulas applied to the Lower Minnesota River es_ES
dc.type info:eu-repo/semantics/article es_ES
dc.subject.ocde https://purl.org/pe-repo/ocde/ford#1.05.11 es_ES
dc.identifier.journal Journal of Hydrologic Engineering es_ES
dc.description.peer-review Por pares es_ES
dc.identifier.doi https://doi.org/10.1061/(ASCE)HE.1943-5584.0002107 es_ES

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