Home DE ES FR


Advanced Search

Our On-Line PhDs

Submit a Thesis
My Account Register Help

About
Fields
Mathematics and Applications
Information and Communication Sciences and Technologies
Physics, Optics
Materials Science, Mechanics and Mechanical Engineering
Fluid Mechanics and Energy
Chemistry, Physical Chemistry and Chemical Engineering
Life Sciences and Engineering
Earth Sciences and Environmental Engineering
Sciences of Economy, Management and Society
Modélisation des échanges surface/subsurface à l'échelle de la parcelle par une approche darcéenne multidomaine

Weill, Sylvain (2007) Modélisation des échanges surface/subsurface à l'échelle de la parcelle par une approche darcéenne multidomaine. PhD thesis Hydrologie et Hydrogéologie Quantitatives, GEOSC- Centre de Géosciences, ENSMP p.160.

Full text available as:

- Thèse_S._Weill.pdf ( 4646 Kb )
Licence: Copyright

Abstract

This study deals with physically based distributed modelling of surface/subsurface

interactions. A new modelling approach, called Darcy multidomain approach, is presented. Richards

and diffusive wave equations are used to describe respectively infiltration and runoff processes.

Diffusive wave equation is turned into a nonlinear diffusion equation, that looks like Richards one.

Overland flow is then assimilated as a flow in porous medium that has particular properties. A porous

layer, called runoff layer, is introduced in the computational domain. The whole surface/subsurface

dynamics is then described in a Darcy continuum by a single nonlinear Darcy equation with domain

dependent parameters. It allows to impose an hydraulic continuity between surface and subsurface

waters. The model is evaluated from classical test cases of the literature. A sensibility analysis and a

detailed study of Hortonian runoff are then presented. Finally, the plot scale experiment realised by

IRD in Thies, Senegal is reproduced. Results are satisfying and show that the developed modelling

approach allow to reproduce the strongly coupled dynamics of small scale hydrological systems.

Item Type:PhD Thesis (PhD)
Thesis Supervisor:Ledoux, Emmanuel and Mouche, Emmanuel
Date:05 November 2007
Board of examiners:Therrien, René and Ackerer, Philippe and Esteves, Michel and De Marsily, Ghislain and Goblet, Patrick and Kao, Cyril and Ledoux, Emmanuel and Mouche, Emmanuel
Ecole Doctorale:ED 398 GEOSCIENCES ET RESSOURCES NATURELLES
Discipline:Hydrologie et Hydrogéologie Quantitatives
Collection (Fonds):ENSMP
Institution:ENSMP
Department:GEOSC- Centre de Géosciences
Subjects:8. Earth Sciences and Environmental Engineering
Uncontrolled Keywords:Surface flow, Subsurface runoff, Darcy Law, Coupled method, Mathematical model, Ruissellement, Infiltration, Interaction surface subsurface, Modélisation intégrée

References

[Abdul, 1985] Adul A.S.,Experimental and numerical studies of the effect of capillary

fringe on streamflow generation, Ph.D. Thesis, University of Waterloo, Waterloo, Ontario,

210pp., 1985

[Abdul et Gillham, 1984] Adul A.S., Gillham R.W., Laboratory Studies of the Effects of

the Capillary Fringe on Streamflow Generation, Water Resour. Res., Vol 20, No 6,691-

698, 1984

[Abbott et al, 1986a] Abbott M.B., Bathurst J.C., Cunge J.A., OConnell P.E., Rasmussen

J., An introduction to the European Hydrological System - Système Hydrologique

Européen, “SHE”, 1 : History and philosophy of a physically based, distributed modelling

system, J. Hydrol., 87, 45-59, 1986

[Abbott et al, 1986b] Abbott M.B., Bathurst J.C., Cunge J.A., OConnell P.E., Rasmussen

J., An introduction to the European Hydrological System - Système Hydrologique

Européen, “SHE”, 1 : Structure of a physically based, distributed modelling system, J.

Hydrol., 87, 61-77, 1986

[Ahn et al, 1993] Ahn S., Kim G., Choi G., On the applicable ranges of kinematic and

diffusion models in openchannels, In : H.W. SuShen and F.Wen (Editors), Hydraulics

Engineering 93, ASCE proc. Specialty Conf., San Fransisco, CA, 1993

[Ambroise, 1995] Ambroise B., Topography and the water cycle in a temerate midle mountain

environment : the need for interdisciplinary experiments, Agricultural and Forest

Meteorology, 73, 217-235, 1995

[Ambroise, 1986] Ambroise B., Rôle hydrologique des surfaces saturées en eau dans le

bassin du Ringelbach à Soultzeren (Hautes-Vosges), France. Dans "Recherches sur l’Environnement

dans la Région", Rentz O., Streith J., Zilliox L. [Ed], Actes 1er Colloque

Scientifique des Universités du Rhin Supérieur, 27-28/06/1986, ULP/Conseil de l’Europe,

Strasbourg, 620-630, 1986

[Ambroise, 1988] Ambroise B., Les bassins de recherche vosgiens (Ringelbach, Strengbach,

Fecht). Dans “Du concept de BVRE à celui de zone-atelier dans les recherches

menées en eaux continentales”, Houi D. et Verrel J.L. [Ed], Actes du séminaire national

hydrosystèmes, Paris, 10-11/05/1994, GIP Hydrosystèmes, CEMAGREF Editions,

71-88, 1994

[Ambroise, 1994] Ambroise B., Interactions eaux souterraines - eaux de surface dans le

bassin du Ringelbach à Soultzeren (Hautes Vosges, France) : rôle hydrologique des

surfaces saturées. In "Interaction between Groundwater and Surface Water", Dahlblom

P., Lindh G. (Ed), Proc Int Symp IAHR, Ystad, 231-248, 1988

[Ambroise, 1999] Ambroise B., La dynamique du cycle de l’eau dans un bassin versant -

Processus, facteurs, modèles, Edition H ¤ G ¤ A, Bucarest, 1999

[Anderson et Burt, 1978] Anderson M.G., Burt T.P, The role of topography in controlling

throughflow generation, Earth Surf. Processes 3, 331-344, 1978

[Barnel et al, 2002] Barnel N., Le Potier C., Maugis P., Mouche E., Impact of a thermal

radioactive waste on the thermal-hydraulic behaviour of a clay engineered barrier

system, Poro-mechanics 2, Balkema Publishers, 2002

[Barros et al, 1999] Barros A.P., Knapton D., Wang M.c., Kuo C.Y., Runoff in shallow

soils under laboratory conditions, J. Hydraul. Eng., 4(1), 28-37, 1999

[Bathurst, 1986a] Bathurst J.C., Physically-based distributed modelling of an upland

catchment using the Systeme Hydrologique Europeen, J. Hydrol., 87, 79-102, 1986

[Bathurst, 1986b] Bathurst J.C., Sensitivity analysis of the Systeme Hydrologique Europeen

for an upland catchment, J. Hydrol., 87, 79-102, 1986

[Bear, 1972] Bear J., Dynamics of fluids in porous media, American Elsevier, New York,

1972

[Beaugendre et al, 2006] Beaugendre H., Ern A., Esclaffer T., Gaume E., Ginzburg I.,

Kao C., A seepage face model for the interaction of shallow water table with ground

surface : Application of the obstacle-type method, Adv. Water Resour., 329, 258-273,

2006

[Belfort et Lehman, 2005] , Belfort B., Lehman F., Comparison of Equivalent Conductivities

for Numerical Simulation of One-Dimensional Unsaturated Flow, Vadose Zone

Journal, 4, 1191-1200, 2005

[Bernard Michel, 2004] Bernard Michel G., Développement d’un nouvel outil de calcul

du transport de radio-nucléides en milieu poreux dans Cast3m, Rapport interne

CEA/DEN/DM2S : SFME/MTMS/RT/04/007/A, 2004

[Bernard Michel et al, 2004] Bernard Michel G., Le Potier C., Beccantini A., Gounand

S., Chraibi M., The ANDRA Couplex 1 test case : Comparison between finite element,

mixed hybrid finite element and finite volume discretizations, Computationnal

Geosciences, 8, 187-201, 2004

[Betson, 1964] Betson R.P., Wath is watershed runoff ?, J. Geophys. res., 69, 1541-1551,

1964

[Beven, 1977] Beven J.B., Hillslope hydrograph by the finite element method, Earth Surf

Processes, 2, 13-28, 1977

[Beven, 1985] Beven J.B., Distributed model, pp 405-435 in Hydrologic Forecasting, Anderson

M.G., Burt T.P. (ed), Wiley, 1985

[Beven, 2001] Beven J.B., Rainfall-Runoff modelling The Primer, Wiley, New York, 2001

[Beven, 2006] Beven J.B., Streamflow generation processes, IAHS Benchmark papers in

Hydrology Serie No 1, IAHS Publications, 2006

[Beven et Kirkby, 1979] Beven J.B., Kirkby M.J., A physically based variable contributing

area model of basin hydrology, Hydrol. Sci. Bull., 24, 43-69, 1979 York, 2001

[Branstert et Plate, 1997] Branstert A., Plate E.J., Modelling of runoff generation and

soil dynamics for hillslopes and microcatchments, J. Hydrol., 189, 177-195, 1997

[Brooks et Corey, 1964] Brooks R.H., Corey A.T., Hydraulic properties of porous media,

Hydrol. Pap., Colo State Univ., Fort Collins 3, 27, 1964

[Burdine, 1953] Burdine N.T, Relative permeability calculations from pore-size distribution

data, Petro. Trans. Am. Inst. Min. Eng., 198, 171-177, 1953

[Cappus, 1960] Cappus P., Bassin experimental d’Alrance : étude des lois de l’écoulement.

Application au calcul et à la prévision des débits, La Houille Blanche A, 493-514, 1960

[Carslaw et Jaeger, 1959] Carslaw H.S., Jaeger J.C., Conduction of heat in solids, University

Press, Oxford, 1959

[Cartalade et al, 2006] Cartalade A., Cadalen S., Lebas F., Genty A. et Tournebize

J, Modélisation des écoulements et du transport de soluté en milieux poreux insaturés

I : dispersion, colonnes et nudging, Rapport interne CEA/DEN/DM2S :

SFME/MTMS/RT/06-002/A, 2006

[Chavent et Jaffré, 1986] Chavent G., Jaffré J., Mathematical models and finite elements

for reservoir simulation, Studies in Mathematics and its applications, Vol 17, Elsevier,

1986

[Chen et Chow, 1968] Chen C.L., Chow V.T., Hydrodynamics of mathematically simulated

surface runoff, Hydraul. Eng. Ser. 18, 132 pp, Univ of Ill., Urbana, 1968

[Chow, 1959] Chow V.T., Open-channel hydraulics, McGraw-Hill, New York, 1959

[Celia et al, 1990] Celia M.A., Bouloutas E.T., Zarba E.L., A General Mass-Conservative

Numerical Solution for the Unsaturated Flow Equation, Water Resour. Res., 26, 1483-

1496, 1990

[Clarke, 1994] Clarke R.T., Statistical modelling in hydrology, Chichester, 1994

[Cloke et al, 2005] Cloke H.L, Anderson M.G., McDonnell J.J., Renaud J.-P., Using numerical

modelling to evaluate the capilary fringe graoundwater ridging hypothesis of

streamflow generation, J. Hydrol., doi :10.1016/j.hydrol.2005.04.017, 2005

[Corradini et al, 1997] Corradini C., Morbidelli R., Melone F., On the interaction between

infiltration and Hortonian runoff, J. Hydrol., 204, 52-67, 2004

[Crank, 1988] Crank J., Free and moving boundary problems, Clarendon Press Ed., 1988

[Dabbene, 1993] Dabbene F., Résolution des équations de Darcy par une méthode d’éléments

finis mixtes hybrides, Rapport interne CEA-DMT/93/637, 1993

[Dabbene, 1998] Dabbene F., Mixed Hybrid Finite Elements for transport of pollutants

by Underground Water, Proceedings of the 10th International Conference on Finite

Element in Fluids, Tucson, Arizona USA, January 5-8 1998

[De Marsily, 1986] De Marsily G., Quantitative Hydrology, Academic press, Harcourt

Brace Jovanovich, New York, 1986

[Di Giammarco et al, 1996] Di Giammarco P., Todini E., Lamberti P., A conservative

finite element approach to overland flow : the control volume finite element formulation,

J. Hydrol., 175, 267-291, 1996

[Diskin et al, 1995] Diskin M.H., Nazimov N., Ponding time and infiltration capacity variation

during steady rainfall, J. Hydrol., 178, 369-380, 1996

[Dunne et Black, 1970] Dunne T., Black R.D., Partial Area Contributions to Storm Runoff

in a Small New England Watershed, Water Resour. Res., 6, 1296-1311, 1970

[Dunne et al, 1991] Dunne T., Zhang W., Aubry B.F., Effects of rainfall, vegetation, and

microtopography on infiltration and runoff, Water Resour. Res., 27, 2271-2285, 1991

[Durlovsky, 1994] Durlovsky J., Accuracy of mixed and control volume finite element

approximation to Darcy velocity and related quantities, Water Resour. Res., 30, 965-

973, 1994

[Eagleson, 1970] Eagleson P.S., Dynamic Hydrology, McGraw-Hill, New York, 1970

[Edjitano et Michel, 1989] Edjitano, Michel C., Un modèle pluit-débit journalier à trois

paramètres, La Houille Blanche, 2 , 113-121, 1989

[Esteves et al, 2000] Esteves M., Faucher X., Galle S., Vauclin M., Overland flow and

infiltration modelling for small plots during unsteady rain : numerical results versus

observed values, J. Hydrol., 228, 265-282, 2000

[Favis-Mortlock, 1998] Favis-Mortlock D., A self-organizing dynamic systems approach

to the simulation of rill initiation and development on hillslopes, Computers and Geosciences,

24, 353-372, 1998

[Favis-Mortlock et al, 2000] Favis-Mortlock D., Boardman J., Parsons A;J., et Lascelles

B., Emergence and erosion : a model for rill initiation and development, Hydrological

Processes, 14, 2173-2205, 2000

[Freeze, 1971] Freeze R.A., Three dimensional transient saturated-unsaturated flow in a

groudwater basin, Water Resour. Res., Vol 7, No 2, 347-366, 1971

[Freeze, 1972a] Freeze R.A., Role of Subsurface Flow in Generating Surface Runoff 1.

Base Flow Contributions to Channel Flow, Water Resour. Res., Vol 8, No 3, 609-623,

1972

[Freeze, 1972b] Freeze R.A., Role of Subsurface Flow in Generating Surface Runoff 2.

Upstream Source Areas, Water Resour. Res., 8, 1272-1283, 1972

[Freeze, 1978] Freeze R.A., Mathematical models of hillslope hydrology, pp 177-225 in

Hillslope Hydrology, Kirkby M.J. (ed), Wiley, New York, 1978

[Freeze et Harlan, 1969] Freeze R.A., Harlan R.L., Blue-print for a physically-based digitally

simulated hydrologic response model, J. Hydrol., 9, 237-258, 1969

[Genty et al, 2000] Genty A., Le Potier C., Renard P., Two-phase flow upscaling with

heterogeneous tensorial relative permeability, Computational Methods in Water Resources

XIII, Computational Mechanics Publications, 2000

[Gillham, 1984] Gillham R.W., The capillary fringe and its effect on water table response,

J. Hydrol., 67, 307-324, 1984

[Gottardi et Venutelli, 1993] Gottardi G., Venutelli M., A control-volume finite element

model for two-dimensional overland flow, Adv. Water Resour., 16, 227-84, 1993

[Govindaraju et Kavvas, 1991] Govindaraju R.S., Kavvas M.L., Dynamics of Moving

Boundary Overland Flows Over Infiltrating Surfaces at Hillslopes, Water Resour. Res.,

27, 1885-1898, 1991

[Hassanizadeh, 1986] Hassanizadeh S.M., Derivation of basic equations of mass transport

in porous media. Part 2. Generalized Darcy’s law and Fick’s law, Adv. Water Resour.,

9, 207-222, 1986

[Henderson, 1966] Henderson F., Open channel Flow, McMillan, New York, 1966

[Heppner et al, 2006] Heppner C.S., Ran Q., VanderKwaak J.E., Loague K., Adding sediment

transport to the integrated hydrology model (InHM) : devlopment and testing,

Adv. Water Resou, 29, 930-943, 2006

[Hewlett, 1961] Hewlett J.D., Soil moisture as a source of base flow from steep mountain

watershed, US Dept, Agric. Forest Ser., Station Paper 132, 11, 1961

[Hewlett et Hibbert, 1963] Hewlett J.D., Hibbert A.R., Moisture and energy conditions

within sloping soil mass during drainage, J Geophys. Res., 68, 1081-1087, 1963

[Hewlett et Hibbert, 1967] Hewlett J.D., Hibbert A.R., Factors affecting the response of

small watersheds to precipitation in humid areas, International Symposium on Forest

Hydrology, 275-290, Pengamon, 1967

[Hewlett et Nutter, 1970] Hewlett J.D., Nutter W.L., The varying source area of streamflow

from upland bassins, Paper presented at Symposium on Interdisciplinary Aspects

of Watershed Management, Bozeman, Am. Soc. Civil Eng., New York, 65-83, 1970

[Hillel, 2004] Hillel D., Introduction to environmental soil physics, Academic Press, 2004

[Horton, 1933] Horton, R.E., The role of infiltration in the hydrologic cycle, Eos Trans.

AGU, 14, 446-460, 1933

[Horton et Hawkins, 1965] Horton, R.E., Hawkins R.H., Flow path of rain from the soil

surface to the water table, Soil Sci., 100, 377-383, 1965

[Hromadka et al, 1985] Hromadka T.V., Berenbrock C.E., Freckleton J.R., Guyman G.L.,

A two-dimensional dam-break flood plain model, Adv. Water Resour., 8, 7-14, 1985

[Hromadka et Lai, 1987] Hromadka T.V., Lai C., Solving the two-dimensional diffusion

flow model, Proceedings of the Specialty Conf. sponsored by the Hydraulics Div ASCE,

Lake Buena Vista, Fl, Aug 12-19, 1985

[Hursh, 1936] Hursh C.R., Storm water and absorption, in "Discussion on list term with

definition ; Report of the Committe on Absorption and Transpiration", Trans. Am.

Geophys. Union, 17, 301-302, 1938

[Hursh, 1941] Hursh C.R., Separating storm hydrographs from small drainage areas into

surface and subsurface flow, Trans. Am. Geophys. Union, 863-870, 1941

[Huyakorn et Pinder, 1983] Huyakorn P.S., Pinder G.F., Computational methods in subsurface

flow, Academic Press, New York, 1983

[Huyakorn et al, 1986] Huyakorn P.S., Springer E.P., Guvanasen V., Wadsworth T.D.,

A Three-Dimensional Finite-Element Model for Simulating Water Flow in Variably

Saturated Porous Media, Water Resour. Res., 22, 1790-1808, 1996

156 Bibliographie

[Jones et al, 2006] Jones J.P., Sudicky E.A., Brookfield A.E., Park Y.-J.,An assessment

of the tracer-based approach to quantifying groundwater contributions to streamflow,

Water Resour. Res., 42, W02407, doi :10.1029/2005WR004130, 2006

[Kao et al, 2001] Kao C., Bouarfa S., Zimmer D., Steady state analysis of unsaturated

flow above a shallow water table aquifer drained by ditches, J. Hydrol., 250, 122-133,

2001

[Kirkby, 1969] Kirkby M.J., "Infiltration, throughflow and overland flow", in Chorley R.J.

(Ed), "Water, Earth and Man", Methuen, London, Chap 5.1, 215-227, 1969

[Kirkby, 1978] Kirkby M.J., Hillslope Hydrology, Wiley, New York, 1978

[Kollet et Maxwell, 2005] Kollet S.J., Maxwell R.M., Integrated surface-groundwater flow

modeling : A free-surface overland flow boundary condition in a parallel groundwater

model, Adv. Water Resour., 29, 945-958, 2006

[Le Potier et al, 1998] Le Potier C., Mouche E., Genty A., Benet L.V., Plas F., Mixed

Hybrid Finite Element Formulation for water flow in unsaturated porous media, Computational

Methods in Water Ressources XII, Computational Mechanics Publications,

1998

[Le Potier, 2005a] Le Potier C., Schéma volumes finis pour des opérateurs de diffusion

fortement anisotropes sur des maillages non structurés, C.R.A.S., Mathématiques, vol

340, 12, pp 921, 2005

[Le Potier, 2005b] Le Potier C., Schéma volumes finis monotone pour des opérateurs de

diffusion fortement anisotropes sur des maillages de triangles non structurés, C.R.A.S.,

Mathématiques, vol 341, 12, pp 787, 2005

[Le Bissonnais et Singer, 1992] Le Bissonnais Y., Singer M.J., Crusting, runoff and erosion

response to soil water content and succession rainfall, Soil Sci Soc Am J., 1992

[McDonnell, 1990] McDonnell J., A rationale for old water discharge through macropore

in a steep, humid catchment, Water Resour. Res., 26, 2821-2970, 1990

[McGlynn et McDonnell, 2003] McGlynn B.L., McDonnell J.J., Quantifying the relative

contributions of riparian and hillslope zones to catchment runoff, Water Resour. Res.,

39, 1310, 2003

[Makhlouf, 1994] Makhlouf Z., Compléments sur le modèle pluit-débit GR4J et essai d’estimation

de ses paramètres, Thèse de doctorat Unniversité Paris 11 Orsay, Cemagref,

Antony, 426p, 1994

[Mosé et al, 1994] Mosé R., Siegel P., Ackerer P., Chavent G., Application of the mixed

finit hybrid elements approximation in a groundwater flow model : Luxury or necessity ?,

Water Resour. Res., 30, 3001-3012, 1994

[Mouche et Benet, 1997] Mouche E., Benet L.V., Implementation dans Castem2000 d’un

modèle de transfert hydrique en milieu poreux insaturé, Rapport interne CEADMT/

97/25, 1997

[Mualem, 1976] Mualem Y., A new model for predicting the hydraulic conductivity of

unsaturated porous media, Water Resour. Res., 12, 513-522, 1976

[Nord et Esteves, 2004] Nord G., Esteves M., PSEM_2D : A physically based model

for erosion processes at the plot scale, Water Resour. Res., 41, W08407,

doi :10.1029/2004WR003690, 2004

[Neuman, 1973] Neuman S.P., Saturated-unsaturated seepage by finite element, J. Hydraul.

Div. Am. Soc. Civ. Eng., 99(HY12), 2233-2250, 1973

[Ogden et Watts, 2000] Ogden F.L.,Watts B.A., Saturated area formation on nonconvergent

hillslope topography with shallow soils : A numerical investigation, Water Resour.

Res., 36, 1795-1804, 2000

[Panday et Huyakorn, 2004] Panday S., P.S. Huyakorn, A fully coupled physically based

spatially-distributed model for evaluating surface/subsurface flow, Adv. Water Resour.,

27, 61-382, 2004

[Paniconi et Putti, 1994] Paniconi C., Putti M, A comparison of Picard and Newton iteration

in the numerical solution of multidimensional variably saturated flow problems,

Water Resour. Res., 30, 3357-3374, 1994

[Parhi et al, 2006] Parhi P.K., Mishra S.K., Singh R., A modification to Kostiakov and

Modified Kostiakov infiltration models, Water Resou.r Manage., Doi 10.1007/s11269-

006-9140-1, 2006

[Planchon et al, 2001] Planchon O., Esteves M., Silvera N., Lapetite J.M., Microrelief

induced by tillage : measurement and modelling of surface storage capacity, Catena,

46, 141-157, 2001

[Planchon et al, 2005] Planchon O., Silvera N., Gimenez R., Favis-Mortlock D., Wainwright

J., Le Bissonnais Y., Govers G., Estimation of flow velocity in a rill using an

automated salt-tracing gauge, Earth surface processes and landforms, 30 , 833-844,

2005

[Querner, 1997] Qerner E.P., Description and application of the combined surface and

groundwater flow model MOGROW, J. Hydrol., 192, 158-188, 1997

[Ragan, 1968] Ragan R.M., An experimental investigation of partial area contribution,

Publ 76, Int. Ass. Sci. Hydrol., Berne, 241-249, 1968

[Rajoelisoa, 2005] Rajoelisoa M., Etude expérimentale du ruissellement par marquage

isotopique sous pluie simulée, Rapport de stage de Master 2 Sciences de l’unnivers,

Environnement, Ecologie, U.P.M.C., 2005

[Raff et Ramirez, 2005] Raff D.A., Ramirez J.A., A physical and fully coupled hillslope

hydrology model, Int. J. Numer. Meth. Fluids., 49, 1193-1212, 2005

[Reggiani et al, 1999] Reggiani P., Hassanizadeh S.M., Sivapalan M., Gray W.G., A unifying

framework for watershed thermodynamics : constitutive relationships, Adv.Water

Resour., 23, 15-39, 1999

[Ribolzi et al, 2000] Ribolzi O., Andrieux P., Valles V., Bouzigues R., Bariac T., Voltz M.,

Contribution of groundwater and overland flows to storm flow generation in a cultivated

Mediterranean catchement. Quantification by natural chemical tracing, J. Hydrol., 233,

241-257, 2000

[Richards, 1931] Richards L.A., Capillary conduction of liquids through porous medium,

Physics 1, 318-333, 1931

[Rubin et al, 1963] Rubin J., Steinhardt R., Soil water relations during rain infiltration :

I. Theory, Soil Sci. Soc. Amer. Proc., 27, 246-251, 1963

[Rubin et al, 1964] Rubin J., Steinhardt R., Reiniger P., Soil water relations during rain

infiltration : II. Moisture content profiles during rains of low intensities, Soil Sci. Soc.

Amer. Proc., 28, 1-5, 1964

[Rubin, 1969] Rubin J., Numerical analysis of ponded rainfall infiltration, Proceedings of

the Wageningen Symposium, Int. Ass. Scien. Hydrol., 1969

[Sherman, 1932] Sherman L.K., Streamflow from rainfall by the unit-graph method, Engineering

News Record, 1932

[Singh et al, 1998] Singh V., Bhallamudi S.M., Conjunctive surface-subsurface modeling

of overland flow, Adv. Water Resour., 21, 567-579,1998

[Sklash et Farvolden, 1979] Sklash M.G., Farvolden R.N., The role of groundwater in

storm runoff, J. Hydrol., 43, 45-65, 1979

[Smith, 1972] Smith R.E., The infiltration envelope : Results from a theoretical infiltrometer,

J. Hydrol., 17, 1-17, 1972

[Smith et Woolhiser, 1971] Smith R.E., Woolhiser D.A., Overland Flow on an Infiltrating

Surface, Water Resour. Res., 7, 899-913, 1971

[Smith et Herbert, 1983] Smith R.E.,Herbert R.H.B., Mathematical simulation of interdependent

surface and subsurface hydrologic processes, Water Resour. Res, 19, 987-

1001, 1983

[Streeter, 1958] Streeter V.L., Fluid mechanics, McGraw-Hill, New York, 1958

[Tatard, 2005] Tatard L., Modélisation numérique de la vitesse de ruissellement sur sol

nu ; implications sur la modélisation de l’érosion, Rapport de stage de Master 2 Sciences

et Technologies de l’UPMC/INA-PG, 2005

[Tatard et al, 2007] Tatard L., Planchon O., Wainwright J., Nord G., Favis-Mortlock D.,

Silvera N., Ribolzi O., Esteves M., Chi Hua Huang, Measurement and modelling of

high resolution flow-velocity data under simulated rainfall on a low-slope sandy soil, J.

Hydrol., doi :10.1016/j.hydrol.2007.07.016, 2007

[Therrien et Sudicky, 1996] Therrien R., Sudicky E.A., Three-dimensional analysis of

variably-saturated flow and solute transport in discretely-fractured porous media, J.

Contam. Hydrol., 23, 1-44, 1996

[Touma et Vauclin,1986] Touma J., Vauclin M., Experimental and numerical analysis of

two-phase infiltration in a partially saturated soil, Transport in Porous Media, Vol 1,

27-55, 1986

[Vauclin et al, 1979] Vauclin M., Khanji D., Vachaud G., Experimental and numerical

study of a transient, two-dimensional unsaturated-saturated water table recharge problem,

Water Resour. Res., 15, 1089-1101, 1979

[Vauclin, 1984] Vauclin M., Infiltration in unsaturated soil, pp 259-313 in Fundamentals

of transport phenomena in porous media, Bear J. et M.Y. Corapcioglu (Ed), NATO

ASI Series, Derie E, Aplied Sciences, 82, 1984

[Vanderkwaak, 1999] VanderKwaak J.E., Numerical simulation of flow and chemical

transport in surface-subsurface hydrologic systems, Ph.D. Thesis, Department of earth

sciences, University of Waterloo, Ontario, Canada

[Vanderkwaak et Loague, 2001] VanderKwaak J.E.,Loague K.,Hydrologic-response simulations

for the R-5 catchment with a comprehensive physics-based model,Water Resour.

Res., 37, 999-1013, 2001

[Van Genuchten, 1980] Van Genuchten M. Th., A closed-form equation for predicting the

hydraulic conductivity of unsaturated soils, Soil Sci. Soc. Am., 44, 892-898, 1980

[Van Genuchten et Nielsen, 1985] Van Genuchten M. Th., Nielsen D.R., On describing

the hydraulic properties of unsaturated soils, Ann. Geophys., 3, 615-628, 1985

[Verpeaux et al, 1989] Verpeaux P., Millard A., Charras T., Combescure A., A modern

approach of large computer codes for structural analysis, Proceedings of the 10th conference

on structural mechanics reactor technology, Los Angeles, 1989

[Vogel et al, 2001] Vogel T., van Genuchten M. Th., Cislerova M., Effect of the shape of

the soil hydraulic functions near saturation on variably-saturated flow predictions, Adv.

Water Resour., 24, 133-144, 2001

[Wainwright et al, in review] Wainwright J., Parsons A.J., Müller E.N., Brazier R.E., Powell

D.M., Fenti B., A transport-distance approach to scaling erosion rates : model

development and testing, Earth Surface Processes and Landform, in review

[Warren et Root, 1963] Warren J.E., Root P.J., The behaviour of naturally fractured reservoirs,

Soc. Petrol. Eng. J., AIME, 228, 3, 245-255, 1963

[Wasantha, 1998b] Wasantha Lal A.M., Weighted implicit finite-volume model for overland

flow, ASCE Journal of Hydraulic Eng., 124, 941-950, 1998

[Weiler et al, 2004] Weiler M., McDonnell J., Virtual experiments : a new approach for

improving process conceptualisation in hillslope hydrology, J. Hydrol., 285, 3-18, 2004

[Weyman, 1973] Weyman D.R., Measurements of the downslope flow of water in a soil,

J. Hydrol., 20, 267-288, 1973

[Whipkey, 1965] Whipkey R.Z., Subsurface stormflow from forested slopes, Bull. Int. Assoc.

Sci. Hydrol., 10, 74-85, 1965

[Whipkey et Kirkby, 1978] Whipkey R.Z., Kirkby M.J., Flow within the soil, pp 121-144

in Hillslope Hydrology, Kirkby M.J. (ed), Wiley, New York, 1978

[Wooding, 1965] Wooding R.A., A hydraulic model for the catchment-stream problem, 1,

Kinematic-wave theory, J. Hydrol., 3, 254-267, 1965

[Woolhiser et Ligget, 1967] Woolhiser D.A., Liggett J.A., Unsteady one-dimensional flow

over a plane - The rising hydrograph, Water Resour. Res., 3, 753-771, 1967

[Woolhiser et al, 1996] Woolhiser D.A., Smith R.E., Giraldez J.V., Effects of spatial variability

of saturated hydraulic conductivity on Hortonian overland flow, Water Resour.

Res., 32, 671-678, 1996

[Xanthopoulos et al, 1976] Xanthopoulos, Koutitas Th. and Ch., Numerical simulation of

a two-dimensional flood wave propagation due to dam failure, J. Hyd. Res., 14, 321-331,

1976

[Zhang et Cundy, 1989] Zhang W., Cundy T.W., Modeling of two-dimensional overland

flow, Water Resour. Res., 25, 2019-2035, 1989

[Zimmerman et al,1966] Zimmerman U., Munnich K.O., Roether W., Kreutz W., Schubach

K., Siegel O., Tracers determine movement of soil moisture and evapotranspiration,

Science, 152, 346-347, 1966

ID Code:3411
Deposited By:Claudine Abauzit
Deposited On:19 February 2008

Statistiques de consultation

Repository Staff Only: edit this item

© ParisTech 2007 - Réalisé par RILK.com - Graphisme par Winch Communication