Summary
This report gives some new considerations on rock hydraulics with application in the triple field of civil, mining and petroleum engineering. The rock medium is assumed to be a jointed medium with a low conductivity of the rock matrix.
After a brief analysis of the hydraulic characteristics of rock masses and of the laws governing flow in fissures, both continuous and discontinuous, this report examines the different mathematical or physical models (electrical or hydraulic) wich make it possible to solve problems of three-dimensional water flow through jointed media with one or more sets of parallel fractures. Several methods are suggested, according to the nature of the rock jointing. The mathematical or physical models are elaborated with the help of the concept of directional hydraulic conductivity directly measured by a new in situ technique.
The theory of water-flow through jointed rock has undergone rapid advances in recent years. Computing techniques can now be applied to very large, two and three dimensional problems. However, the application of these methods is completely inadequate if no in situ hydraulic parameters are available. Several suggestions are given for the control of groundwater flow and the hydraulic instrumentation.
Several practical examples concerning dam foundation, slope or underground openings, illustrate the methods of solution. In particular, the problem of drainage in rock is examined. A fundamental difference is made between the drainage of the joint network and the drainage of the rock matrix. Practical cases show that the optimum direction of the drain depends essentially on the geometry and orientation of the joints. For a required draining effect, the cost of a drainage system will be notably reduced if the geometry (direction, depth, etc...) is judiciously chosen.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Baker W.J. (1955): Flow in fissured formations. Proc. 4. World Petroleum Congress Rome Sect. II. (p. 379–393 ).
Bear J. (1972): Dynamics of fluids in porous media. American Elsevier.
Bernaix J. (1967): Etudee géotechnique de la roche de Malpasset. Ed. Dunod, Paris. Thèse de Doct. (215 p.).
Bernaix J., Duffaut P. (1970): Auscultation piézométrique. 10. Congres des Grands Barrages, (1963) Montreal, Rep. 49. Q 38 (p. 935–960 ).
Castany G. (1963): Traité pratique des eaux souterraines. Dunod Ed., Paris (657 p.).
Dachler R. (1936): Grundwasserströmung. Springer Verlag. Wien (140 p.).
Duffaut P., Louis Cl. (1972): L’eau souterraine et l’équilibre des pentes naturelles, Bull. B.R.G.M. (2) III n24.
Dupuy M., Lefebvre du Prey E. (1968): L’anisotropie d’écoulement en milieux poreux présentant des intercalations horizontales discontinues. 3e Colloque de l’A.R.T.P.F., Pau Sept. 1968; Ed. Technip, Paris (p. 643–676 ).
Franciss F.O. (1970): Contribution à l’étude du mouvement de l’eau à travers les milieux fissurés. Thèse Doct. Jug. Université de Grenoble (1966–67).
Freeze R.A., Witherspoon P.A. (1968): Theoretical analysis of regional groundwater flow — 3 parts — Water Resources Research, 1966, V 2, n°- 4 (p. 641–656) 1957, V. 3, ri 2 (p. 623–634), 1968, V. 4, n2 3 (p. 581–590 ).
Gringarten A.C., Ramey H.J. (1971): Unsteady state pressure distributions created by a well with a single horizontal fracture, partial penetration or restricted entry. Soc. Petro. Engrs. of AIME.
Gringarten A.C., Ramey H.J. (1972): Pressure analysis for fractured wells. Soc. Petrol. Engrs. 47th Annual Fall Meeting San Antonio. 8–11 Oct. 1972.
Habib P., Sabarly F. (1953): Etude de la circulation de l’eau dans un sol perméable par analogie électrique à trois dimensions. 3e Congrès Intern, de Mécanique des Sols, II (p. 250–254 ).
Hackeschmidt M. (1968): Der Aufbau eines räumlichen Widerstandsnetzwerkes mit Hilfe von elektrisch leitendem Papier. Freiberger Forschungshefte, Freiberg, Reihe Geophysique, C 214 (69 p.).
Hills E.S. (1966): Element of structural geology Science Paperbacks — Methuen and Co., Ltd., London.
Huard De La Marre P. (1955): Modèles analogiques à trois dimensions pour l’étude des écoulements de filtrations à surface libre. Comptes rendus Académie des Sciences, Paris, mai 1955, 240 (p. 2203–2205 ).
Huard De La Marre P. (1958): Résolutions des problèmes d’infiltration à surface libre au moyen d’analogies électriques. Thèse Faculté des Sciences, Paris, juin 1956. Publ. Scient. et Thechn. du Min. de l’Air, n2 340, (119 p.).
Jouanna P. (1972): Effet des sollicitations mécaniques sur les écoulements dans certains milieux fissurés. Thèse Doct. es. Sc. Université de Montpellier.
Kiraly L. (1971): Groundwater flow in heterogeneous anisotropic media. A simple two dimensional electric analog. Journal of Hydrology Vol. 12 n2 3.
Lomize G.M. (1951): Flow in fissured rock — (russian) — Gosenergoizdet.
Louis Cl. (1967): A study of groundwater flow in jointed rock and its influence on the stability of rock masses. Ph. D. thesis University of Karlsruhe English translation, Imperial College Rock Mechanics. Research Report n2 10 London Sept. 1969 (90 p.) Univ. Microfilm.
Louis Cl. (1968): Etude des écoulements d’eau dans les roches fissurés et de leurs influences sur la stabilité des massifs rocheux. E.D.F., Bulletin de la Direction des Etudes et Recherches, Série A Nucléaire, Hydraulique. Thermique, ri 3 (p. 5–132 ).
Louis Cl. (1969): Sonde hydraulique triple pour déterminer les conductivités hydrauliques directionnelles des milieux poreux ou fissurés. Rapport inédit pour dépôt de brevet. Déc. 1969.
Louis Cl. (1970): Hydraulic triple probe to determine the directional hydraulic conductivities of porous or jointed media. Imp. Coll., Rock Mech. Res. Rep. G.B., n22 D. 12.
Louis Cl. (1970): Ecoulement A trois dimensions dans les roches fissurées. Rev. Ind. Minér. Fr., ri spéc., 15 juillet 1970, pp. 73–93.
Louis Cl. Maini Y.N. (1970): Determination of in situ hydraulic parameters in jointed rock. Proc. 2nd Congr. int Soc. for Rock Mechanics, Belgr. Sept. 1970, T. 1, n21–32, (p. 235–245 ).
Louis Cl., Wittke W. (1971): Etude expérimentale des écoulements d’eau dans un massif fissuré, Tachien project, Formose. Geotechnique, 21, (p. 29–42 ).
Louis Cl., Ricome B. (1972): Comportement hydromécanique de matériaux fissurés. Rapport B.R.G.M.
Louis Cl. (1972): Les drainages dans les roches fissurés. Bull. B.R.G.M. (2) III, 1.
Louis Cl. (1972): Les caractéristiques hydrauliques du massif de fondation du barrage de Grand Maison (Isère). Bull. B.R.G.M. 2 e série, Section III, n24, (p. 13–137 ).
Louis Cl., Pernot M. (1972): Analyse tridimensionelle des écoulements dans le massif de fondation du barrage de Grand Maison. Symp. of the Int. Soc. for Rock Mechanics. Stuttgart T4–F1–16.
Louis Cl. (1974): Hydraulique des roches. Thèse Doct. es Sc. Université de Paris.
Maini Y.N. (1971): In situ hydraulic parameters in jointed rock. Their measurement and interpretation. Ph. D. Thesis Imperial College London Univ. University microfilms, Pen, Bucks (G.B.).
Mattauer M. (1973): Les déformations des matériaux de l’écorce terrestre Herrman Paris.
Müller L. (1963): Der Felsbau, Bd. I Enke Verlag, Stuttgart.
Opsal F.W. (1955): Analysis of two and three dimensional groundwater flow by electrical analogy. Trend Engineering University, Washington.
Peukert D. (1969): Betrag zur Lösung von Groundwasserströmungsproblemen durch Spaltmodellversuche. Ph. D. Thesis University of Dresden.
Polubarinova-Kochina (1962): Theory of groundwater movement. New Jersey Princeton Uni. Press, 1962 (613 p.).
Prevosteau J.M. (1971): Analyse quantitative physique et géométrique de l’espace poreux des matériaux. Application aux roches grésseuses. Thèse de doctorat 3ème cycle. Université Orléan. 1971.
Price N.J. (1966): Fault and joint development in brittle and semibrittle rock Pergamon Press.
Rayneau Cl. (1972): Contribution à l’étude des écoulements autour d’un forage en milieu fissuré. Thèse Ing. Doct. Université de Montpellier.
Romm J.S. (1966): Drainage properties of fissured rock. Moscou, lzdat. “Nedra” 1966 (284 p.).
Rushton K.R. Herbert R. (1970): Resistance network for three-dimensional unconfined groundwater problems with examples of deep well dewatering. Proc. Inst. of Civ. Eng. London., Vol. 45, March 1970 (p. 471–490 ).
Schneebeli G. (1966): Hydraulique souterraine, Eyrolles Paris (362 p.).
Serafim L.J., del Campo A. (1965): Interstitial pressures on rock foundations of dams. Proc. ASCE, SM, Sept. 1965 (p. 65–85 ).
Serafim L.J. (1968): Influence of interstitial water on the behaviour of rock masses. Rock Mechanics in Engineering Practice. Ed. Stagg-Zinkiewicz. John Willey & Sons, London, New York, Sydney, (p. 55–97 ).
Sharp J.C. (1970): Fluid flow through fissured media. Ph. D. Thesis imp. Coll. London 1970.
Sharp J.C. (1970): Drainage characteristics of sub-surfaces galleries. 2nd Congress Int. Soc. of Rock Mechanics. Belgrad.
Snow D.T. (1965): A parallel plate model of fractured permeable media. Ph. D. Thesis Univ. Calif. Berkeley 330 p. Univ. Microfilms.
Snow D.T. (1967): Anisotropy of permeable fractured media. In hydrology and flow through media. Muskat Vol., R.J.M. De Wiest Ed., Academic Press, New York (86 p.).
Starr M.R., Skipp B.O., Clarke D.A. (1969): Three-dimensional analogue used for relief well design in the Mangala Dam project, Géotechnique, Vol. 19, n 1 (p. 87–100 ).
Symposium of the International Society for Rock Mechanics and Association of Engineering Geology (1972): Percolation through fissured rock. (A collection of 36 papers) Stuttgart 18–19 Sept. 1972.
Wilson C.R. and Witherspoon P.A. (1970): An investigation of laminar flow in fractured porous media. Publ. n2 70–6, Universtity of California, Berkeley, Nov. 1970.
Whiterspoon P.A., Noorishad J. and Maini Y.N. (1972): Investigation of fluid injection in fractured rock and effect on stress distribution. Geotechnical Engineering publication.
Whiterspoon P.A., Neuman S.P. (1972): Finite element methods in hydrogeology, Seminar in B.R.G.M. Orléans. Rapport B.R.G.M. 72, SGN 374 AME (104 p.).
Withum D. (1967): Elektronische Berechnung ebener und räumlicher Sicher und Grundwasserströmungen durch bleibig berandete, inhomogene anisotrope Medien. Mitteilungen des Institutes für Wasserwirtschaft und landwirtsch. Wasserbau, T.H. Hannover, Heft 10, 1967 (p. 180–233 ).
Wittke W., Louis Cl. (1968): Modellversuche zur Durchströmung klüftiger Medien. Felsmechanik u. ingenieurgeol. Suppl. IV, (p. 52–78 ).
Wittke W., Louis Cl. (1969): Untersuchungen zur Durchströmung des Kraghammer Sattels an der Biggetalsperre nach neuentwickelten Methoden der Felshydraulik. Mitt. der Versuchsanstalt für Wasserbau und Kulturtechnik, Theodor-Rehblock-Flubaulaboratorium, Universität Karlsruhe, Heft 157, (p. 131–210 ).
Wittke W. (1970): Three dimensional percolation of regularly fissured rock. Proc. Symp. of open Pit Mines, Johannesb., Sept. 1970.
Zinkiewicz O., Cheung Y.K. (1967): The finite element method in structural and continuum mechanics. McGraw Hill, London.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1972 Springer-Verlag Wien
About this chapter
Cite this chapter
Louis, C. (1972). Rock Hydraulics. In: Müller, L. (eds) Rock Mechanics. International Centre for Mechanical Sciences, vol 165. Springer, Vienna. https://doi.org/10.1007/978-3-7091-4109-0_16
Download citation
DOI: https://doi.org/10.1007/978-3-7091-4109-0_16
Publisher Name: Springer, Vienna
Print ISBN: 978-3-211-81301-0
Online ISBN: 978-3-7091-4109-0
eBook Packages: Springer Book Archive