Free Access
Issue
La Houille Blanche
Number 2, Avril 2015
Page(s) 9 - 24
DOI https://doi.org/10.1051/lhb/20150014
Published online 20 May 2015
  • Ababou R. (2013) — Couplages de modèles en hydrodynamique environnementale & hydrologie (sols, nappes, rivières, zones côtières). Keynote lecture (paper in French), in Pre-Proc. Internat. Sym p. Sim HE 2013, Ecole Hassania des Travaux Publics , Casablanca, Morocco, 7-8 Nov. 2013. 6 pp [Google Scholar]
  • Ababou R. (2008) — Quantitative Stochastic Hydrogeology: the Heterogeneous Environment. Overexploitation & Contamination of Shared Groundwater Resources: Management, (Bio)Technological, & Political Approaches to Avoid Conflicts." NATO-ASI Advanced Studies Institute Series , C.J.G. Darnault (ed.), Springer Sci. & Business Media BV, Jan. 2008. 119-182 [CrossRef] [Google Scholar]
  • Ababou R., A. Al-Bitar (2008) — Coupled Surface / Subsurface Flow Systems: Numerical Modeling. Overexploitation & Contamination of Shared Groundwater Resources: Management, (Bio)Technological, & Political Approaches to Avoid Conflicts . NATO-ASI: Advanced Studies Institute Series , C.J.G. Darnault (ed.), Springer Sci. & Business Media BV . 105-117 [CrossRef] [Google Scholar]
  • Ababou R., G. Trégarot (2002) — Coupled Modeling of Partially Saturated Flows : Macro-Porous Media, Interfaces, and Variability. Proceedings CMWR 2002, Computational Methods in Water Resources, 23-28 June 2002, Delft, The Netherlands. 8 pp [Google Scholar]
  • Ababou R., Tregarot G., Larabi A. (1998) — Partially Saturated Hydrological Flows: Numerical Experiments and Analyses. XII Internat. Proceedings Internat. Conf. on Computational Methods in Water Resources (CMWR) , The Chersonese, Crete, Greece, 15-19 June 1998. 8 pp [Google Scholar]
  • Ababou R., Tregarot G., Bouzelboudjen M. (1996) — Variably Saturated Subsurface Flow with Layers and Interfaces: Perched Water Tables and Stream-Aquifer Connection. Proceedings ModelCare'96. GWMI Series No.96-OX, Internat. Groundwater Modeling Center (IGWC), Colorado School of Mines , 25-27 Sept. 1996. 10 pp [Google Scholar]
  • Ababou R., A.C. Bagtzoglou (1993) — "BIGFLOW: A Numerical Code for Simulating Flow in Variably Saturated, Hetero­geneous Geologic Media (Theory and User's Manual, Version 1.1)". http://www.osti.gov/bridge/servlets/purl/10168217-yoTsuT/10168217.pdf. Report NUREG/CR-6028, U.S. Nuclear Regulatory Commission, Gov. Printing Office, Washington D.C. 139 pp [Google Scholar]
  • Ababou R., Al-Bitar A., Peyrard D., Quintard M., Sanchez Perez J.M., Sauvage S., Vervier P. & Weng P. (2006) — Modeling coupled surface / subsurface flow interactions : implementation and comparison of three models based on Darcy, Boussinesq / Saint Venant & Boussinesq/Diffusive Wave, with application to the Garonne floodplain, Midi-Pyrénées, France". IPreproc. of Internat. Symp. IAHR-GW 2006 "GroundWater in Complex Environments" (12-14 June 2006, Toulouse, France). Internat. Assoc. Hydraulics Research . Extended abstract, 2 pp [Google Scholar]
  • Ababou R., B. Sagar G. Wittmeyer (1992) — Testing Procedures for Spatially Distributed Flow Models. Advances. Water Resources . 15 : 181-198 [CrossRef] [Google Scholar]
  • Ababou R., Marcoux M., Wang Y. (2010) — Experimental and Numerical Study of Hydrodynamic Oscillations in Partially Saturated Porous Media such as Beaches or Dykes". ("Etude expérimentale et numérique des oscillations hydrodynamiques en milieux poreux partiellement saturés tels que plages ou digues"). Actes 7ème Rencontre Hydrodyn. Marine 2010, Univ. Casablanca - Ben M'Sik / Soc. Maroc. Sci. Maritime et Portuaire , Casablanca 24-28 Nov.2010. Keynote Lecture 13 pp [Google Scholar]
  • Ababou R., D. Dartus J.-M. Tanguy (2010) — Model Coupling. Mathematical Models ( Environmental Hydraulics Series ), ISTE & Wiley, 2010. ISBN 9781848211544. 2 pp. 445-491 [Google Scholar]
  • Ababou R., D. Dartus J.-M. Tanguy (2009) — Couplage de Modèles. Chap.9. Traité d'Hydraulique Environnementale (de la goutte de pluie jusqu'à la mer)" , Vol. 4: Modèles mathématiques en hydraulique maritime et modèles de transport. J. M.Tanguy (ed.), Lavoisier (Hermès), Paris, 2009 . 281-333 [Google Scholar]
  • Alastal K. (2012) — Oscillatory flows and capillary effects in partially saturated and unsaturated porous media: applications to beach hydrodynamics. (Ecoulements oscillatoires et effets capillaires en milieux poreux partiellement saturés et non saturés: applications en hydrodynamique côtière). Doctoral thesis of Institut National Polytech. de Toulouse / Univ. de Toulouse. Institut de Mécanique des Fluides de Toulouse (supervisors: R. Ababou, D. Astruc) . Toulouse, France, 16 May 2012. 226 pp [Google Scholar]
  • Alastal K., R. Ababou D. Astruc (2011) — Partially saturated oscillatory flow under tidal conditions in homogeneous and layered soil columns (experiment and simulations). DOI:10.5150/cmcm.2011.024. PARALIA publisher (http://www.paralia.fr ). On line https://docs.google.com/viewer?url=http://www.paralia.fr/cmcm/e02-24-alastal.pdf. Proceedings 2nd CM2 Conference (2nd Coastal & Maritime Mediterranean Conf. , Tangiers, Morocco, 22-24 Nov. 2011). 113-118 [Google Scholar]
  • Alastal K., R. Ababou D. Astruc (2010) — Ecoulements oscillatoires partiellement saturés dans des colonnes de sols homogènes et multicouches. 35èmes Journées du GFHN (Groupement Francophone d'Hydrologie Non saturée) : " Transferts en Milieux Poreux : Hétérogénéité des Processus et des Propriétés " , Université Catholique de Louvain, Louvain-la-Neuve, Belgique, 23-25 novembre 2010. Bulletin GFHN (CEMAGREF publisher), Nov. 2010 . 56 : 151 154 [Google Scholar]
  • Al-Bitar A. (2007) — Modélisation des écoulements en milieu poreux hétérogènes 2D/3D, avec couplages surface / souterrain et densitaires. Doctoral thesis of Institut National Polytech. Institut de Mécanique des Fluides de Toulouse. (supervisor: R. Ababou) . June 2007, Toulouse, France [Google Scholar]
  • Beavers G.S., D.D. Joseph (1967) — Boundary conditions at naturally permeable wall. Journal of Fluid Mechanics . 30(1) : 197-207 [Google Scholar]
  • Bedient P. B., C. W. Huber (2002) — Hydrology and Floodplain Analysis . 3rd edition [Google Scholar]
  • Brossard J., M. Chagdali V. Rey (2004) — Ecoulement engendré par la houle dans un milieu poreux. Actes VIIIèmes Journées Nat. GCGC Génie Civil-Génie Côtier , Compiègne 7-9 sept.2004. 47-54 [Google Scholar]
  • Cao Y.Z., M. Gunzburger F. Hua X.M. Wang (2010) — Coupled Stokes-Darcy model with Beavers-Joseph interface boundary condition. Communications in Mathematical Sciences . 8(1) : 1-25 [Google Scholar]
  • Cross R.H., Sollitt C.K. (1972) — Wave transmission by over­topping. Proceedings ASCE, Vol. 98, No. WW3 . 295-309 [Google Scholar]
  • Darcy H.P.G. (1856) — Les Fontaines Publiques de la Ville de Dijon, Exposition et Application des Principes à Suivre et des Formules à Employer dans les Questions de Distribution d'Eau. Victor Dalmont éditeur (publisher), Paris, France [Google Scholar]
  • Desai C.S, Li G.C. (1983) — A Residual Flow Procedure and Application for Free Surface Flow in Porous Media. Advances in Water Resources . 6(1) : 27-35 [Google Scholar]
  • Forchheimer P. (1930) — Hydraulik. Teubner Verlaggesellschaft, Stuttgart [Google Scholar]
  • Gunduz O., M.M. Aral (2005) — River networks and groundwater flow: a simultaneous solution of a coupled system. J. of Hydrology . 34 : 301-216 [Google Scholar]
  • Hinz C. (1998) — Analysis of unsaturated/saturated water flow near a fluctuating water table. Journal of Contaminant Hydrology . 33 : 59-80 [Google Scholar]
  • Horn D. (2006) — Measurements and modelling of beach groundwater flow in the swash-zone: a review. Continental Shelf Research . 26 : 622-652 [Google Scholar]
  • Kollet S. J. and Maxwell R. M. (2006) — Integrated surface-groundwater flow modeling: A free-surface overland flow boundary condition in a parallel groundwater flow model. Advances in Water Resources . (29)7 : 945-958 [Google Scholar]
  • Larabi A., F. De Smedt (1997) — Numerical solution of a 3D groundwater flow involving free boundaries by a fixed finite element method. J. of Hydrology . 201 : 161-182 [CrossRef] [Google Scholar]
  • Li L., Barry D. A., Stagnitti F., Parlange J.-Y. (2000) — Groundwater waves in a coastal aquifer: A new governing equation including vertical effects and capillarity. Water Resour. Res. 36 : 411-420 [Google Scholar]
  • Li L., Barry D. A., Stagnitti F., Parlange J.-Y., Jeng D. S. (2000) — Beach water table fluctuations due to spring-neap tides: moving boundary effects. Advances in Water Resources . 23 : 817-824 [Google Scholar]
  • Losada I.J., M.A. Losada F.L. Martin (1995) — Experimental study of wave induced flow in a porous structure. Coastal Engineering . 26 : 77-98 [CrossRef] [Google Scholar]
  • Panday S, Huyakorn P.S. (2004) — A fully coupled physically-based spatially-distributed model for evaluating surface/subsurface flow. Adv. Water Resour. 27 : 361-382 [Google Scholar]
  • Putti M, Paniconi C. (2004) — Time step and stability control for a coupled model of surface and subsurface flow. Proceedings of the XV International Conference on Computation Methods in Water Resources (CMWR XV), Chapel Hill, NC, USA: Elsevier . 2 : 1391-402 [Google Scholar]
  • Sabbar M., K. Alastal M. Chagdali R. Ababou (2013) — Modélisation d'oscillations forcées de nappes de plages en hydrodynamique côtière: rôle de la zone non saturée. Pre-Proc. Internat. Sym. SimHE 2013, Ecole Hassania Travaux Publics , Casablanca, Morocco, 7-8 Nov. 2013. 6 pp [Google Scholar]
  • Sbai M. A., F. De Smedt A. Larabi (2001) — A Generalized Approach for Modeling 3D Transient Free and Moving Boundaries in Coastal Aquifers. Proc. 1rst Internat. Conf. on Saltwater Intrusion and Coastal Aquifers- Monitoring, Modeling & Management . Essaouira, Morocco, 23-25 April [Google Scholar]
  • Sollitt C.K., R.H. Cross (1972) — Wave Reflection and transmission at permeable breakwaters. MIT. Tech. Report No.147, Ralph M. Parsons Lab., Dept. of Civil Engineering, M.I.T., Cambridge, Massachusetts, USA . 147 [Google Scholar]
  • Tomasicchio G.R., F. D'Alessandro (2013) — Wave energy transmission through and over low crested breakwaters. Proc. 12th Internat. Coastal Symposium (Plymouth, England), J. of Coastal Research, Special Issue No. 65 (2013), Conley, D.C., Masselink, G., Russell, P.E. & O'Hare, T.J. (eds.). 398-403 [Google Scholar]
  • Wang Y. (2010) — Experimental and Numerical Study of Hydrodynamic Oscillations in Partially Saturated Porous Media. Doctoral thesis. Université de Toulouse / Institut National Polytechnique de Toulouse & Institut de Mécanique des Fluides de Toulouse. (Thesis supervisors: R. Ababou & M. Marcoux) . Toulouse, France, 16 Sept. 2010. 347pp [Google Scholar]
  • Wang Y., R. Ababou M. Marcoux (2012) — Effect and Propagation of Water Level Fluctuations in a Sloping Sandy Beach—Unsaturated Porous Media II: Numerical Simulation Test of Single Harmonic Wave (Long Run). ( Proceedings of ICETCE 2012: The 2nd International Conference on Electric Technology and Civil Engineering (18-20 May 2012, Three Gorges, Hubei, China). 5 [Google Scholar]
  • Wang Y., R. Ababou M. Marcoux (2010) — Signal Processing of Water Level Fluctuations in a Sloping Sandy Beach Modeled in a Laboratory Wave Canal. http://dx.doi.org/10.1061/41103(376)26 . Experimental & Applied Modeling of Unsaturated Soils (GSP202): Proc.2010 GeoShanghai Internat. Conf., Part II: Applied Modeling and Analyses. L.R.Hoyos, X.Zhang, A.J.Puppala (eds.). Amer. Soc. of Civil Engineers: ASCE Geotech. Special Publi. (GSP) . 376(41103) : 204 210 [Google Scholar]
  • Ward J.C. (1964) — Turbulent Flow in Porous Media. ASCE Journal of the Hydraulics Division, Proceedings of the ASCE . HY 5 : 1-12 [Google Scholar]
  • Weng P., Sanchez-Perez J.M., Sauvage S., Vervier P., Giraud F. (2003) — Hydrological modelling to characterize the riparian wetland of a large alluvial river (Garonne river, France). Hydrological Processes . 17 : 2375-2392 [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.