Joseph Boussinesq and his theory of water flow in open channels

Joseph Valentin Boussinesq (1842-1929) is known in open channel hydraulics for the outstanding theory bearing his name to deal with streamlined-flows. However, the original developments did not last over time and remain lost in his original writings. A current state of the art indicates domination of the gradually-varied flow theory in research, teaching and practice. The present Forum paper explores the original work of Boussinesq, from which it is discovered that his theory is more general than currently believed. Important findings include an original solution for the turbulent velocity profile with streamline curvature, a misleading interpretation of his famous velocity correction coefficient bearing his name, and a rigorous and systematic classification of backwater curves, including these arising from curvilinear flows. This presentation is intended to diffuse his theory to its definite inclusion in research, teaching and practice, given its superiority over current standards of gradually-varied flow computations. © 2011 International Association for Hydro-Environment Engineering and Research.

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Bibliographic Details
Main Authors: Castro-Orgaz, Óscar, Hager, Willi H.
Format: artículo biblioteca
Language:English
Published: Taylor & Francis 2011-09
Subjects:Backwater curve, Curvilinear flow, Eddy viscosity, Free overfall, Turbulent flow, Undular hydraulic jump,
Online Access:http://hdl.handle.net/10261/89439
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spelling dig-ias-es-10261-894392016-02-17T21:59:29Z Joseph Boussinesq and his theory of water flow in open channels Castro-Orgaz, Óscar Hager, Willi H. Backwater curve Curvilinear flow Eddy viscosity Free overfall Turbulent flow Undular hydraulic jump Joseph Valentin Boussinesq (1842-1929) is known in open channel hydraulics for the outstanding theory bearing his name to deal with streamlined-flows. However, the original developments did not last over time and remain lost in his original writings. A current state of the art indicates domination of the gradually-varied flow theory in research, teaching and practice. The present Forum paper explores the original work of Boussinesq, from which it is discovered that his theory is more general than currently believed. Important findings include an original solution for the turbulent velocity profile with streamline curvature, a misleading interpretation of his famous velocity correction coefficient bearing his name, and a rigorous and systematic classification of backwater curves, including these arising from curvilinear flows. This presentation is intended to diffuse his theory to its definite inclusion in research, teaching and practice, given its superiority over current standards of gradually-varied flow computations. © 2011 International Association for Hydro-Environment Engineering and Research. Peer Reviewed 2014-01-15T08:46:44Z 2014-01-15T08:46:44Z 2011-09 2014-01-15T08:46:44Z artículo http://purl.org/coar/resource_type/c_6501 doi: 10.1080/00221686.2011.588784 issn: 0022-1686 e-issn: 1814-2079 Journal of Hydraulic Research 49(5): 569-577 (2011) http://hdl.handle.net/10261/89439 10.1080/00221686.2011.588784 en none Taylor & Francis
institution IAS ES
collection DSpace
country España
countrycode ES
component Bibliográfico
access En linea
databasecode dig-ias-es
tag biblioteca
region Europa del Sur
libraryname Biblioteca del IAS España
language English
topic Backwater curve
Curvilinear flow
Eddy viscosity
Free overfall
Turbulent flow
Undular hydraulic jump
Backwater curve
Curvilinear flow
Eddy viscosity
Free overfall
Turbulent flow
Undular hydraulic jump
spellingShingle Backwater curve
Curvilinear flow
Eddy viscosity
Free overfall
Turbulent flow
Undular hydraulic jump
Backwater curve
Curvilinear flow
Eddy viscosity
Free overfall
Turbulent flow
Undular hydraulic jump
Castro-Orgaz, Óscar
Hager, Willi H.
Joseph Boussinesq and his theory of water flow in open channels
description Joseph Valentin Boussinesq (1842-1929) is known in open channel hydraulics for the outstanding theory bearing his name to deal with streamlined-flows. However, the original developments did not last over time and remain lost in his original writings. A current state of the art indicates domination of the gradually-varied flow theory in research, teaching and practice. The present Forum paper explores the original work of Boussinesq, from which it is discovered that his theory is more general than currently believed. Important findings include an original solution for the turbulent velocity profile with streamline curvature, a misleading interpretation of his famous velocity correction coefficient bearing his name, and a rigorous and systematic classification of backwater curves, including these arising from curvilinear flows. This presentation is intended to diffuse his theory to its definite inclusion in research, teaching and practice, given its superiority over current standards of gradually-varied flow computations. © 2011 International Association for Hydro-Environment Engineering and Research.
format artículo
topic_facet Backwater curve
Curvilinear flow
Eddy viscosity
Free overfall
Turbulent flow
Undular hydraulic jump
author Castro-Orgaz, Óscar
Hager, Willi H.
author_facet Castro-Orgaz, Óscar
Hager, Willi H.
author_sort Castro-Orgaz, Óscar
title Joseph Boussinesq and his theory of water flow in open channels
title_short Joseph Boussinesq and his theory of water flow in open channels
title_full Joseph Boussinesq and his theory of water flow in open channels
title_fullStr Joseph Boussinesq and his theory of water flow in open channels
title_full_unstemmed Joseph Boussinesq and his theory of water flow in open channels
title_sort joseph boussinesq and his theory of water flow in open channels
publisher Taylor & Francis
publishDate 2011-09
url http://hdl.handle.net/10261/89439
work_keys_str_mv AT castroorgazoscar josephboussinesqandhistheoryofwaterflowinopenchannels
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