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Antoine de Chézy

Antoine de Chézy (September 1, 1718 – October 5, 1798), also called Antoine Chézy, was a French physicist and hydraulics engineer who contributed greatly to the study of fluid mechanics and designed a canal for the Paris water supply.[1] He is known for developing a similarity parameter for predicting the flow characteristics of one channel based on the measurements of another, known today as the Chézy formula.[1] The Chézy equation is a pioneering formula in the field of fluid mechanics, and was expanded and modified by Irish engineer Robert Manning in 1889[1] as the Manning formula. The Chézy formula concerns the velocity of water flowing through conduits and is widely celebrated for its use in open channel flow calculations.[2] By the definition of open channel, the Chézy formula also applies to partially-full pipe flow.[3][4][5][6]

Antoine de Chézy
Antoine de Chézy, ca. 1772–76, by Louis Jean Desprez, The Metropoltain Museum of Art
Born(1718-09-01)September 1, 1718
Châlons-en-Champagne, France
DiedOctober 5, 1798(1798-10-05) (aged 80)
Paris, France
Occupation(s)Physicist, Hydraulics Engineer
Known forChézy Formula for open channel flow

Chézy was born September 1, 1718, in Châlons-en-Champagne, France. Chézy graduated with honors from the Ecole des Ponts et Chaussées and worked closely with Jean-Rodolphe Perronet, the first director of the school.[7] He contributed to a wide range of projects that we would describe today as civil engineering, including the construction of bridges, canals, and streets in Paris.[1][7] Chézy and Perronet were tasked to assess the magnitude of water flow that could be diverted from the Yvette River to improve the Paris water supply.[7] They sought to predict the flow of water in open channels based on analytical methods.[7] In this pursuit, Chézy built model channels on which he ran tests to determine the factors that influence flow in an open channel.[1][7] The famed Chézy formula continues to be used in open channel analyses today.[1] In 1798, he became Director of the Ecole Nationale Supérieure des Ponts-et-Chaussées after teaching there for many years.[6] Antoine de Chézy died October 5, 1798, in Paris after serving as director of the École Nationale des Ponts et Chaussées for less than one year.[8]

His son was orientalist Antoine-Léonard de Chézy (1773–1832).

References edit

  1. ^ a b c d e f Munson, Bruce Roy (2016). Munson, Young, and Okiishi's Fundamentals of fluid mechanics. Philip M. Gerhart, Andrew L. Gerhart, John I. Hochstein, Donald F. Young, T. H. Okiishi (8th ed.). Hoboken, NJ. ISBN 978-1-119-08070-1. OCLC 916723577.{{cite book}}: CS1 maint: location missing publisher (link)
  2. ^ Martin & McCutcheon, 1999, Hydrodynamics and Transport, Lewis
  3. ^ Bengtson, Harlan H. "Spreadsheet Use for Partially Full Pipe Flow Calculations" (PDF). CED Engineering: An Online Continuing Education Provider for Professional Engineers. Retrieved April 24, 2022.
  4. ^ "Partially Full Pipe Flow Calculator and Equations". www.engineersedge.com. Retrieved 2022-04-25.
  5. ^ The Study of Landforms, Page 88
  6. ^ a b Chanson, Hubert (2004). Hydraulics of Open Channel Flow. Elsevier. ISBN 978-0-08-047297-3. OCLC 476042721.
  7. ^ a b c d e "w james notable folks in water engineering". www.chiwater.com. Retrieved 2022-04-03.
  8. ^ 115 experiments on the carrying capacity of large, riveted, metal conduits ... By Clemens Herschel. pg 118

External links edit

  • History of the Chézy Formula

antoine, chézy, september, 1718, october, 1798, also, called, antoine, chézy, french, physicist, hydraulics, engineer, contributed, greatly, study, fluid, mechanics, designed, canal, paris, water, supply, known, developing, similarity, parameter, predicting, f. Antoine de Chezy September 1 1718 October 5 1798 also called Antoine Chezy was a French physicist and hydraulics engineer who contributed greatly to the study of fluid mechanics and designed a canal for the Paris water supply 1 He is known for developing a similarity parameter for predicting the flow characteristics of one channel based on the measurements of another known today as the Chezy formula 1 The Chezy equation is a pioneering formula in the field of fluid mechanics and was expanded and modified by Irish engineer Robert Manning in 1889 1 as the Manning formula The Chezy formula concerns the velocity of water flowing through conduits and is widely celebrated for its use in open channel flow calculations 2 By the definition of open channel the Chezy formula also applies to partially full pipe flow 3 4 5 6 Antoine de ChezyAntoine de Chezy ca 1772 76 by Louis Jean Desprez The Metropoltain Museum of ArtBorn 1718 09 01 September 1 1718Chalons en Champagne FranceDiedOctober 5 1798 1798 10 05 aged 80 Paris FranceOccupation s Physicist Hydraulics EngineerKnown forChezy Formula for open channel flow Chezy was born September 1 1718 in Chalons en Champagne France Chezy graduated with honors from the Ecole des Ponts et Chaussees and worked closely with Jean Rodolphe Perronet the first director of the school 7 He contributed to a wide range of projects that we would describe today as civil engineering including the construction of bridges canals and streets in Paris 1 7 Chezy and Perronet were tasked to assess the magnitude of water flow that could be diverted from the Yvette River to improve the Paris water supply 7 They sought to predict the flow of water in open channels based on analytical methods 7 In this pursuit Chezy built model channels on which he ran tests to determine the factors that influence flow in an open channel 1 7 The famed Chezy formula continues to be used in open channel analyses today 1 In 1798 he became Director of the Ecole Nationale Superieure des Ponts et Chaussees after teaching there for many years 6 Antoine de Chezy died October 5 1798 in Paris after serving as director of the Ecole Nationale des Ponts et Chaussees for less than one year 8 His son was orientalist Antoine Leonard de Chezy 1773 1832 References edit a b c d e f Munson Bruce Roy 2016 Munson Young and Okiishi s Fundamentals of fluid mechanics Philip M Gerhart Andrew L Gerhart John I Hochstein Donald F Young T H Okiishi 8th ed Hoboken NJ ISBN 978 1 119 08070 1 OCLC 916723577 a href Template Cite book html title Template Cite book cite book a CS1 maint location missing publisher link Martin amp McCutcheon 1999 Hydrodynamics and Transport Lewis Bengtson Harlan H Spreadsheet Use for Partially Full Pipe Flow Calculations PDF CED Engineering An Online Continuing Education Provider for Professional Engineers Retrieved April 24 2022 Partially Full Pipe Flow Calculator and Equations www engineersedge com Retrieved 2022 04 25 The Study of Landforms Page 88 a b Chanson Hubert 2004 Hydraulics of Open Channel Flow Elsevier ISBN 978 0 08 047297 3 OCLC 476042721 a b c d e w james notable folks in water engineering www chiwater com Retrieved 2022 04 03 115 experiments on the carrying capacity of large riveted metal conduits By Clemens Herschel pg 118External links editHistory of the Chezy Formula Retrieved from https en wikipedia org w index php title Antoine de Chezy amp oldid 1215937235, wikipedia, wiki, book, books, library,

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