CALCULATING BEDLOAD TRANSPORT IN RIVERS: CONCEPTS, CALCULUS ROUTINES AND APPLICATION

Detalhes bibliográficos
Autor(a) principal: Macedo, Hudson de Azevedo
Data de Publicação: 2017
Outros Autores: Stevaux, Jose Candido, Assine, Mario Luis, Silva, Aguinaldo, Pupim, Fabiano do Nascimento [UNIFESP], Merino, Eder Renato, Lo, Edward
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNIFESP
Texto Completo: https://repositorio.unifesp.br/handle/11600/57206
http://dx.doi.org/10.20502/rbg.v18i4.1227
Resumo: Rivers are immensely important to human activities such as water supply, navigation, energy generation, and agriculture. They are also an important morphodynamic agent of erosion, transport and deposition. Their capacity to transport sediment depends on their hydraulic characteristics and can be predicted by mathematical models. Several mathematical models can be used to compute bed-load transport. Each one is appropriately better for certain conditions. In this paper, we present an application built in Microsoft Excel to compute the bed-load transport in rivers based on the Van Rijn mathematical model. The Van Rijn model is appropriate for rivers transporting sandy sediments in conditions of subcritical flow. Hydraulic parameters such as channel slope, stream power, and Reynolds and Froude numbers can be calculated using the application proposed here. The application was tested in the Parana River and results from the calculations are consistent with data obtained from fieldwork surveys. The error of the application was only 20%, which shows good agreement of the model with survey values.
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spelling Macedo, Hudson de AzevedoStevaux, Jose CandidoAssine, Mario LuisSilva, AguinaldoPupim, Fabiano do Nascimento [UNIFESP]Merino, Eder RenatoLo, Edward2020-08-04T13:39:58Z2020-08-04T13:39:58Z2017Revista Brasileira De Geomorfologia. Uberlandia, Brazil, v. 18, n. 4, p. 813-824, 2017.1519-1540https://repositorio.unifesp.br/handle/11600/57206http://dx.doi.org/10.20502/rbg.v18i4.1227WOS000416771500010.pdf10.20502/rbg.v18i4.1227WOS:000416771500010Rivers are immensely important to human activities such as water supply, navigation, energy generation, and agriculture. They are also an important morphodynamic agent of erosion, transport and deposition. Their capacity to transport sediment depends on their hydraulic characteristics and can be predicted by mathematical models. Several mathematical models can be used to compute bed-load transport. Each one is appropriately better for certain conditions. In this paper, we present an application built in Microsoft Excel to compute the bed-load transport in rivers based on the Van Rijn mathematical model. The Van Rijn model is appropriate for rivers transporting sandy sediments in conditions of subcritical flow. Hydraulic parameters such as channel slope, stream power, and Reynolds and Froude numbers can be calculated using the application proposed here. The application was tested in the Parana River and results from the calculations are consistent with data obtained from fieldwork surveys. The error of the application was only 20%, which shows good agreement of the model with survey values.CNPqMato Grosso do Sul Research FoundationSao Paulo Research FoundationNational Council of Technological and Scientific DevelopmentCAPESSao Paulo Research Foundation (FAPESP)Univ Estadual Paulista, Inst Geociencias & Ciencias Exatas, Ave 24A,1515, BR-13506900 Rio Claro, SP, BrazilUniv Fed Mato Grosso do Sul, Dept Geog, Ave Rio Branco 1270, BR-79304902 Corumba, MS, BrazilUniv Fed Sao Paulo, Dept Ciencias Ambientais, Rua Sao Nicolau 210, BR-09913030 Diadema, SP, BrazilUniv Kentucky, Dept Earth & Environm Sci, 101 Slone Res Bldg, Lexington, KY 40506 USAUniv Fed Sao Paulo, Dept Ciencias Ambientais, Rua Sao Nicolau 210, BR-09913030 Diadema, SP, BrazilCNPq: 140334/2015-7CNPq: 308563/2013-1CNPq: 312386/2014-1FUNDECT/CNPq: 083/2016]FAPESP: 2007/55987-3FAPESP: 2014/06889-2CNPq: 443437/2014-9CNPq: 447402/2014-5CAPES: 140334/2015-7CAPES: 308563/2013-1CAPES: 312386/2014-1FAPESP: 2014/23334-4Web of Science813-824engUniao Geomorfologia BrasileiraRevista Brasileira De GeomorfologiaBed-Load TransportVan RijnMathematical ModelMicrosoft ExcelParana RiverCALCULATING BEDLOAD TRANSPORT IN RIVERS: CONCEPTS, CALCULUS ROUTINES AND APPLICATIONinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleUberlandia, Brazil184info:eu-repo/semantics/openAccessreponame:Repositório Institucional da UNIFESPinstname:Universidade Federal de São Paulo (UNIFESP)instacron:UNIFESPORIGINALWOS000416771500010.pdfapplication/pdf1334596${dspace.ui.url}/bitstream/11600/57206/1/WOS000416771500010.pdf10e9ff4f5f661b88007a855a6eaa4845MD51open accessTEXTWOS000416771500010.pdf.txtWOS000416771500010.pdf.txtExtracted texttext/plain40430${dspace.ui.url}/bitstream/11600/57206/8/WOS000416771500010.pdf.txt8cda1c2c69913ffa03d56ccf6c77afccMD58open accessTHUMBNAILWOS000416771500010.pdf.jpgWOS000416771500010.pdf.jpgIM Thumbnailimage/jpeg5596${dspace.ui.url}/bitstream/11600/57206/10/WOS000416771500010.pdf.jpg9be55fb4d056aeb0d832d584a91d8810MD510open access11600/572062023-06-05 19:22:30.451open accessoai:repositorio.unifesp.br:11600/57206Repositório InstitucionalPUBhttp://www.repositorio.unifesp.br/oai/requestopendoar:34652023-06-05T22:22:30Repositório Institucional da UNIFESP - Universidade Federal de São Paulo (UNIFESP)false
dc.title.en.fl_str_mv CALCULATING BEDLOAD TRANSPORT IN RIVERS: CONCEPTS, CALCULUS ROUTINES AND APPLICATION
title CALCULATING BEDLOAD TRANSPORT IN RIVERS: CONCEPTS, CALCULUS ROUTINES AND APPLICATION
spellingShingle CALCULATING BEDLOAD TRANSPORT IN RIVERS: CONCEPTS, CALCULUS ROUTINES AND APPLICATION
Macedo, Hudson de Azevedo
Bed-Load Transport
Van Rijn
Mathematical Model
Microsoft Excel
Parana River
title_short CALCULATING BEDLOAD TRANSPORT IN RIVERS: CONCEPTS, CALCULUS ROUTINES AND APPLICATION
title_full CALCULATING BEDLOAD TRANSPORT IN RIVERS: CONCEPTS, CALCULUS ROUTINES AND APPLICATION
title_fullStr CALCULATING BEDLOAD TRANSPORT IN RIVERS: CONCEPTS, CALCULUS ROUTINES AND APPLICATION
title_full_unstemmed CALCULATING BEDLOAD TRANSPORT IN RIVERS: CONCEPTS, CALCULUS ROUTINES AND APPLICATION
title_sort CALCULATING BEDLOAD TRANSPORT IN RIVERS: CONCEPTS, CALCULUS ROUTINES AND APPLICATION
author Macedo, Hudson de Azevedo
author_facet Macedo, Hudson de Azevedo
Stevaux, Jose Candido
Assine, Mario Luis
Silva, Aguinaldo
Pupim, Fabiano do Nascimento [UNIFESP]
Merino, Eder Renato
Lo, Edward
author_role author
author2 Stevaux, Jose Candido
Assine, Mario Luis
Silva, Aguinaldo
Pupim, Fabiano do Nascimento [UNIFESP]
Merino, Eder Renato
Lo, Edward
author2_role author
author
author
author
author
author
dc.contributor.author.fl_str_mv Macedo, Hudson de Azevedo
Stevaux, Jose Candido
Assine, Mario Luis
Silva, Aguinaldo
Pupim, Fabiano do Nascimento [UNIFESP]
Merino, Eder Renato
Lo, Edward
dc.subject.eng.fl_str_mv Bed-Load Transport
Van Rijn
Mathematical Model
Microsoft Excel
Parana River
topic Bed-Load Transport
Van Rijn
Mathematical Model
Microsoft Excel
Parana River
description Rivers are immensely important to human activities such as water supply, navigation, energy generation, and agriculture. They are also an important morphodynamic agent of erosion, transport and deposition. Their capacity to transport sediment depends on their hydraulic characteristics and can be predicted by mathematical models. Several mathematical models can be used to compute bed-load transport. Each one is appropriately better for certain conditions. In this paper, we present an application built in Microsoft Excel to compute the bed-load transport in rivers based on the Van Rijn mathematical model. The Van Rijn model is appropriate for rivers transporting sandy sediments in conditions of subcritical flow. Hydraulic parameters such as channel slope, stream power, and Reynolds and Froude numbers can be calculated using the application proposed here. The application was tested in the Parana River and results from the calculations are consistent with data obtained from fieldwork surveys. The error of the application was only 20%, which shows good agreement of the model with survey values.
publishDate 2017
dc.date.issued.fl_str_mv 2017
dc.date.accessioned.fl_str_mv 2020-08-04T13:39:58Z
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dc.identifier.citation.fl_str_mv Revista Brasileira De Geomorfologia. Uberlandia, Brazil, v. 18, n. 4, p. 813-824, 2017.
dc.identifier.uri.fl_str_mv https://repositorio.unifesp.br/handle/11600/57206
http://dx.doi.org/10.20502/rbg.v18i4.1227
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identifier_str_mv Revista Brasileira De Geomorfologia. Uberlandia, Brazil, v. 18, n. 4, p. 813-824, 2017.
1519-1540
WOS000416771500010.pdf
10.20502/rbg.v18i4.1227
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url https://repositorio.unifesp.br/handle/11600/57206
http://dx.doi.org/10.20502/rbg.v18i4.1227
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dc.publisher.none.fl_str_mv Uniao Geomorfologia Brasileira
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