A mathematical model for the coupled simulation of surface runoff and infiltration

Journal of Agricultural and Engineering Research

Volumn 75, Issue 1, 2000, Pages 49-55

  Gandolfi, C ^a   Savi, F ^b  

^a UNIVERSITY OF MILAN   (Italy)

^b SAPIENZA UNIVERSITY OF ROME   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0012728208     PISSN: 00218634     EISSN: None     Source Type: Journal    
DOI: 10.1006/jaer.1999.0484     Document Type: Article

References (30)

1. Abbott M B; Bathurst J C; Cunge J A; O'Connell P E; Rasmussen J (1986). An introduction to the European Hydrologic System - Système Hydrologique Européen "SHE"; 2 Structure of a physically based distributed modelling system. Journal of Hydrology, 87, 61-72
2. Akan A O; Yen B C (1981). Mathematical model of shallow water flow over porous media. Journal of the Hydraulic Division ASCE, 107(HY4), 479-494
3. Bellos C V; Soulis J V; Sakkas J G (1991). Computational of two-dimensional dam break induced flows. Advances in Water Resources, 14, 31-41
4. Betcheler W; Kulisch H; Nuijc M (1992). 2-D Dam break flooding waves-comparison between experimental and calculated results. In: Proceedings of III Conference on Flood and Flood Management, Firenze, November 24-26
5. Beven K; Calver A; Morris E M (1987). The Institute of Hydrology Distributed Model, Rep, No. 98, Institute of Hydrology, Wallingford
6. Braschi G; Dadone F; Gallati M (1994). Plain flooding: near field and far simulations. In: Modelling of Flood Propagation over Initially dry Areas (Molinaro P; Natale L eds), pp 45-59. ASCE
7. Brooks R H; Corey A T (1964). Hydraulic properties of porous media. Hydrology Paper 3. Colorado State University, Fort Collins
8. Cunge J A; Holly F M; Verwey A (1980). Practical Aspects of Computational River Hydraulics. Pitman, London
9. Di Giammarco P; Giardino P T; Rametta F; Todini E (1994). Integrated catchment modelling and meso-scale hydrology. In: Advances in Distributed Hydrology (Rosso R; Peano A; Becchi I; Bemporad G eds), Water Resources Publications
10. Fennema R J; Chaudhry M H (1990). Explicit methods for 2-D transient free-surface flows. Journal of Hydraulic Engineering ASCE, 116, 1013-1033
11. Finlayson B A (1992). Numerical Methods for Problems with Moving Fronts. Ravenna Park Publishing Inc., Seattle
12. Galbiati G; Savi F (1995). Evaluation of the comparative influence of soil hydraulic properties and roughness on overland flow at the local scale. Journal of Agricultural Engineering Research, 61, 183-190
13. Galbiati G; Savi F (1996). Simulazione matematica del ruscellamento e dell'infiltrazione 2. Applicazione a scala di parcella [Mathematical simulation of overland flow and infiltration. 2. Plot scale application.]. In: Scritti dedicati a Giovanni Tournon, Italian Association of Agricultural Engineering Publication, pp 169-177
14. Garcia Navarro P; Alcrudo F (1992). High resolution 1-D scheme for unsteady open channel flow simulation. In: Jornadas de Encuentro Trilateral para el Estudio de la Hidraulica de las ondas de Submersion, Saragoza, September 10-11
15. Hirsch C (1992). Numerical Computation of Internal and External Flows, Vol 2: Computational Methods for inviscid and Viscous Flows. Wiley, Chichester
16. Kostiakov A N (1932). On the dynamics of the coefficient of water percolation in soil sand on the necessity of studying it from a dynamic point of view for purposes of amelioration. Transactions of the Committee of International Society of Soil Science, 6th Moscow, A, 17-21
17. Morris E M; Woolhiser D A (1980). Unsteady one-dimensional flow over a plane: partial equilibrium and recession hydrographs. Water Resources Research, 16, 355-360
18. Motha J A; Whigham J M (1995). Modelling overland flow with seepage. Journal of Hydrology, 169, 265-280
19. Parlange J Y; Haverkamp R; Touma J (1985). Infiltration under ponded conditions: 1. optimal analytical solution and comparison with experimental observations. Soil Science, 139, 305-311
20. Rawls W J; Brakensiek D L (1988). Estimation of soil water retention and hydraulic properties. In: Unsaturated Flow in Hydrologic Modelling (Morel Seytoux H J ed), NATO ASI Series C: Mathematical and Physical Sciences, vol. 275, pp 275-300
21. Sakkas J G; Bellos C V; Klonaraki M N (1994). Numerical computation of surface irrigation. Irrigation Science, 15, 83-99
22. Singh V; Bhallamudi S M (1998). Conjunctive surface-subsurface modelling of overland flow. Advances in Water Resources, 21, 567-579
23. Smith R E; Hebbert R H B (1983). Mathematical simulation of interdependent surface and subsurface hydrologic processes. Water Resources Research, 19(4), 987-1001
24. Smith R E; Woolhiser D A (1971). Overland flow on an infiltrating surface. Water Resources Research, 7(4), 899-913
25. Srivastava R; Yeh T C J (1991). Analytical solution for one dimensional transient infiltration toward the water table in homogeneous and layered soils. Water Resources Research, 27(5), 753-762
26. Strelkoff T; Katopodes N D (1977). Border irrigation hydraulics with zero inertia. Journal of Irrigation and Drainage Division ASCE, 103, 325-342
27. Tayfur G; Kavvas M L; Govindaraju R S; Storm D E (1993). Applicability of De St Venant equations for two-dimensional overland flows over rough infiltration surfaces. Journal of Hydraulic Engineering ASCE, 119, 51-63
28. Van Genuchten M Th (1980). A closed form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44, 892-898
29. Vieira J H D (1983). Conditions governing the use of approximations for the De Saint Venant equations for shallow surface water flow. Journal of Hydrology, 60, 43-58
30. Zhang W; Cundy T W (1989). Modelling of two-dimensional overland flows. Water Resources Research, 25(9), 2019-2035