Solutions Analytiques de l'Onde de Rupture de Barrage sur Plan Horizontal et Incline

Chanson, Hubert (2006) Solutions Analytiques de l'Onde de Rupture de Barrage sur Plan Horizontal et Incline. La Houille Blanche, 3: 76-86. doi:10.1051/lhb:200603012

Attached Files (Some files may be inaccessible until you login with your UQ eSpace credentials)
Name Description MIMEType Size Downloads
UQ7977_OA.pdf Full text (open access) application/pdf 7.61MB 0
UQ7977_OA_preprint.pdf Full text - preprint application/pdf 518.07KB 2925

Author Chanson, Hubert
Title Solutions Analytiques de l'Onde de Rupture de Barrage sur Plan Horizontal et Incline
Translated title Analytical Solutions of the Dam Break Wave Problem on Horizontal and Inclined Inverts
Language of Title fre
Journal name La Houille Blanche   Check publisher's open access policy
Language of Journal Name fre
ISSN 0018-6368
1958-5551
Publication date 2006-06-01
Sub-type Article (original research)
DOI 10.1051/lhb:200603012
Open Access Status Other
Issue 3
Start page 76
End page 86
Total pages 11
Place of publication Les Ulis, France
Publisher E D P Sciences
Language fre
eng
Abstract Dam break waves have been responsible for numerous losses and tragedies. The present work is focused on simple solutions of the dam break wave problem using the Saint-Venant equations Theoretical solutions are developed for instantaneous dam break of semi-infinite reservoir in initially-dry channels. Both laminar and turbulent flow conditions are considered. Solutions for horizontal inverts are compared successfully with previous experimental results, and they are then extended to sloping channels. The results yield a series of simple analytical solutions that are well-suited for educational purposes as well as for emergency services.
Keyword dam break wave
analytical solutions
Saint-Venant equations
turbulent flows
laminar flows
horizontal and sloping channels
References AGUIRRE-PE, J., PLACHCO, F.P., and QUISCA, S. (1995). "Tests and Numerical One-Dimensional Modelling of a High-Viscosity Fluid Dam-Break Wave." Jl of Hyd. Res., IAHR, Vol. 33, No. 1, pp. 17-26. BARRE de SAINT-VENANT, A.J.C. (1871). "Theorie et Equations Generales du Mouvement Non Permanent des Eaux Courantes." Comptes Rendus des seances de l'Academie des Sciences, Paris, France, Seance 17 July 1871, Vol. 73, pp. 147-154. CAVAILLE, Y. (1965). "Contribution a l'Etude de l'Ecoulement Variable Accompagnant la Vidange Brusque d'une Retenue." Publ. Scient. et Techn. du Ministere de l'Air, No. 410, Paris, France, 165 pages. CHANSON, H. (2004). "The Hydraulics of Open Channel Flows : An Introduction." Butterworth-Heinemann, Oxford, UK, 2nd edition, 630 pages (ISBN 0 7506 5978 5). {http://www.uq.edu.au/~e2hchans/reprints/book3_2.htm} CHANSON, H. (2005). "Applications of the Saint-Venant Equations and Method of Characteristics to the Dam Break Wave Problem." Report No. CH55/05, Dept. of Civil Engineering, The University of Queensland, Brisbane, Australia, May (ISBN 1864997966). CHANSON, H., AOKI, S., and MARUYAMA, M. (2000). "Experimental Investigations of Wave Runup Downstream of Nappe Impact. Applications to Flood Wave Resulting from Dam Overtopping and Tsunami Wave Runup." Coastal/Ocean Engineering Report, No. COE00-2, Dept. of Architecture and Civil Eng., Toyohashi University of Technology, Japan, 38 pages. DEBIANE, K. (2000). "Hydraulique des Ecoulements Laminaires a Surface Libre dans une Canal pour des Milieux Visqueux ou Viscoplastiques: Regimes Uniformes, Graduellement Varie, et Rupture de Barrage." Ph.D. thesis, University of Grenoble I, Rheology Laboratory INPG-UJF-CNRS, France, 273 pages. DRESSLER, R.F. (1952). "Hydraulic Resistance Effect upon the Dam-Break Functions." Jl of Research, Natl. Bureau of Standards, Vol. 49, No. 3, pp. 217-225. DRESSLER, R. (1954). "Comparison of Theories and Experiments for the Hydraulic Dam-Break Wave." Proc. Intl Assoc. of Scientific Hydrology Assemblee Generale, Rome, Italy, Vol. 3, No. 38, pp. 319-328. ESTRADE, J. (1967). "Contribution a l'Etude de la Suppression d'un Barrage. Phase Initiale de l'Ecoulement." Bulletin de la Direction des Etudes et Recherches, Series A, Nucleaire, Hydraulique et Thermique, EDF Chatou, France, No. 1, pp. 3-128. FAURE, J., and NAHAS, N. (1961). "Etude Numerique et Experimentale d'Intumescences a Forte Courbure du Front." Jl La Houille Blanche, No. 5, pp. 576-586. Discussion: No. 5, p. 587. IDEL'CIK, I.E. (1969). "Memento des Pertes de Charge." Eyrolles Editor, Collection de la direction des etudes et recherches d'Electricite de France, Paris, France. LAUBER, G. (1997). "Experimente zur Talsperrenbruchwelle im glatten geneigten Rechteckkanal." ('Dam Break Wave Experiments in Rectangular Channels.') Ph.D. thesis, VAW-ETH, Zurich, Switzerland. MONTUORI, C. (1965). "Introduction d'un Debit Constant dans un Canal Vide." Proc. 11th IAHR Biennial Congress, Leningrad, Russia, Vol. 3, paper 3.55, pp. 1-7 &9 plates. PIAU, J.M. (1996). "Flow of a Yield Stress Fluid in a Long Domain. Application to Flow on an Inclined Plane." Jl of Rheology, Vol. 40, No. 4, pp. 711-723. PIAU, J.M., and DEBIANE, K. (2005). "Consistometers Rheometry of Power-Law Viscous Fluids." Jl of Non-Newtonian Fluid Mech., Vol. 127, pp. 213-224. PEREGRINE, D.H., and WILLIAMS, S.M. (2001). "Swash Overtopping a Truncated Plane Beach." Jl of Fluid Mech., Vol. 440, pp. 391-399. RE, R. (1946). "Etude du Lacher Instantane d'une Retenue d'Eau dans un Canal par la Methode Graphique." Jl La Houille Blanche, Vol. 1, No. 3, May, pp. 181-187 & 5 plates. RITTER, A. (1892). "Die Fortpflanzung der Wasserwellen." Vereine Deutscher Ingenieure Zeitswchrift, Vol. 36, No. 2, 33, 13 Aug., pp. 947-954 (in German). SCHOKLITSCH, A. (1917). "Uber Dambruchwellen." Sitzungberichten der Konigliche Akademie der Wissenschaften, Vienna, Vol. 126, Part IIa, pp. 1489-1514. TINNEY, E.R., and BASSETT, D.L. (1961). "Terminal Shape of a Shallow Liquid Front." Jl of Hyd. Div., Proceedings, ASCE, Vol. 87, No. HY5, pp. 117-133. VIOLLET, P.L., CHABARD, J.P., ESPOSITO, P., and LAURENCE, D. (1998). "Mecanique des Fluides Appliquee. Ecoulements Incompressibles dans les Circuits, Canaux et Rivieres, autour des Structures et dans l'Environnement." Presses des Ponts et Chaussees, Paris, France, 367 pages. WHITHAM, G.B. (1955). "The Effects of Hydraulic Resistance in the Dam-Break Problem." Proc. Roy. Soc. of London, Ser. A, Vol. 227, pp. 399-407.
Q-Index Code C1
Q-Index Status Provisional Code
Additional Notes Corrected version of the published article : CHANSON, H. (2006). "Solutions Analytiques de l'Onde de Rupture de Barrage sur Plan Horizontal et Incline." ('Analytical Solutions of the Dam Break Wave Problem on Horizontal and Inclined Inverts.') Jl La Houille Blanche, No. 3, pp. 76-86 (ISSN 0018-6368)

Document type: Journal Article
Sub-type: Article (original research)
Collections: Excellence in Research Australia (ERA) - Collection
School of Civil Engineering Publications
 
Versions
Version Filter Type
Citation counts: TR Web of Science Citation Count  Cited 2 times in Thomson Reuters Web of Science Article | Citations
Google Scholar Search Google Scholar
Created: Thu, 14 Sep 2006, 10:00:00 EST by Hubert Chanson on behalf of School of Engineering