Darcy, Henry

From History of Hydrology Wiki
Jump to: navigation, search




Henry Philibert Gaspard Darcy

June 10, 1803 (Dijon, France) - January 3, 1858(Paris France)


Henry (or Henri) Darcy was a French engineer who made several important contributions to hydrology and hydraulics.

Darcy was born in Dijon, France. Despite his father's death in 1817 when he was 14, his mother was able to borrow money to pay for his tutors. In 1821 he enrolled at the École Polytechnique (Polytechnic School) in Paris, and transferred two years later to the Ecole des Ponts et Chaussées (School of Bridges and Roads), which led to employment in the Corps of Bridges and Roads.

Henry met an English woman, Henriette Carey, whose family had been living in Dijon, and married her in 1828.

As a member of the Corps, he built an impressive pressurized water distribution system in Dijon following the failure of attempts to supply adequate fresh water by drilling wells. The system carried water from Rosoir Spring 12.7 km away through a covered aqueduct (watercourse) to reservoirs near the city, which then fed into a network of 28,000 meters of pressurized pipes delivering water to much of the city. The system was fully closed and driven by gravity, and thus required no pumps with just sand acting as a filter. He was also involved in many other public works in and around Dijon, as well as in the politics of the Dijon city government.

During this period he modified the Prony equation for calculating head loss due to friction, which after further modification by Julius Weisbach would become the well-known Darcy–Weisbach equation still in use today.

In 1848 he became Chief Engineer for the département(of which Dijon is the capital). Soon thereafter he left Dijon due to political pressure, but was promoted to Chief Director for Water and Pavements and took up office in Paris. While in that position, he was able to focus more on his hydraulics research, especially on flow and friction losses in pipes. During this period he improved the design of the Pitot tube, into essentially the form used today.

He resigned his post in 1855 due to poor health, but was permitted to continue his research in Dijon. In 1855 and 1856 he conducted column experiments that established what has become known as Darcy's law; initially developed to describe flow through sands, it has since been generalized to a variety of situations and is in widespread use today. The unit of fluid Permeability (fluid),darcy (unit), is named in honor of his work.

He died of pneumonia while on a trip to Paris in 1858, and is buried in Cimetière de Dijon (formerly known as Péjoces) in Dijon.

(Source: Wikipedia)

Hydrological Achievements[edit]

First experimental derivation of linear relationship between flux and hydraulic gradient in saturated columns of sand, now known as Darcy's law. A re-evaluation of Darcy's experimental data was reported by Davis et al. (1992).

Experimental data on uniform flow in channels to derive a formula for velocity given water surface slope and roughness (with Henry Bazin). The Darcy-Weisbach formula was first proposed by Julius Weisbach but Darcy introduced the length scale (such as pipe diameter).

Made improvements to the Pitot tube for measurements of velocity

Reference Material[edit]

Hager, W, 2003, Hydraulicians in Europe 1800-2000, Volume 1.

Henri Darcy Wikipedia page

Davis, P.A., Olague, N.E. and Goodrich, M.T., 1992. Application of a validation strategy to Darcy's experiment. Advances in Water Resources, 15(3), pp.175-180.

Freeze, R A, 1994, Henry Darcy and the Fountains of Dijon, Ground Water, 32(1): 23-30.

Darcy, Paul, 1957, Henry Darcy: Inspecteur Générale des Ponts et Chausées, 1803-1858, 63p.

Fancher, George, 1956, Henry Darcy: Engineer and benefactor of mankind, J. of Petroleum Technology, Oct. pp12-14.

Marsaines, Charié, 1858, Notice nécrologique sur. M. Darcy, Annales des Ponts et Chaussés, 27pp.

Philip, J R, 1995, Desperately seeking Darcy in Dijon, Soil Science Society of America Journal, 59(2): 319-324.

Brown, Glenn O., 2002. Henry Darcy and the making of a law. Water Resources Research, 38(7) doi:10.1029/2001WR000727

Brown, Glenn O., 2002. The history of the Darcy-Weisbach equation for pipe flow resistance, in Environmental and Water Resources History, A. Fredrich, and J. Rogers eds., ASCE, Reston, VA, pg. 34-43.

Brown, G.O., Garbrecht, J.D., and Hager W.H. (eds), 2003. Henry P. G. Darcy and Other Pioneers in Hydraulics: Contributions in Celebration of the 200th Birthday of Henry Philibert Gaspard Darcy, ASCE, Reston, VA. 310 pg.

Lochot, E, (ed) (2003). Henry Darcy le bicentenaire 1803-2003. Temps reel, Dijon. 119 pg.

Darcy, H. (2004). The Public Fountains of the City of Dijon, English translation by Patricia Bobeck. Kendall Hunt Publishing, Dubuque, 506 pg and 23 plates.

Simmons, C.T., 2008. Henry Darcy (1803–1858): Immortalised by his scientific legacy. Hydrogeology Journal, 16(6), pp.1023-1038.

Major Publications[edit]

Darcy, Henry, 1834. Rapport à Le Maire et au Conseil Municipal, de Dijon, sur les Moyens de Fournir L'Eau Nécessaire à cette Ville. Douillier, Dijon.

Darcy, Henry, 1856. Les fontaines publiques de la ville de Dijon. Paris: Dalmont.

Darcy, Henry, 1857. Recherches Experiment ales Relatives au Mouvement de L’Eau dans les Tuyaux. Paris: Mallet-Bachelier.

Darcy, Henry. (1858). Relative à quelques modifications à introduire dans le tube de Pitot. Annales des Ponts et Chaussées, Series 3; 15:351-359.

Henry Darcy, Henri Bazin, 1865. "Recherches hydrauliques entreprises par M. Henry Darcy continuées par M. Henri Bazin. Première partie. Recherches expérimentales sur l'écoulement de l'eau dans les canaux découverts," Paris, Imprimerie impériale, 1865.

Henry Darcy, Henri Bazin, "Recherches hydrauliques entreprises par M. Henry Darcy continuées par M. Henri Bazin. Deuxième partie. Recherches expérimentales relatives au remous et à la propagation des ondes," Paris, Imprimerie impériale, 1865.