Towards a comprehensive physically-based rainfall-runoff model

Hydrology and Earth System Sciences

Volumn 6, Issue 5, 2002, Pages 859-881

  Liu, Zhiyu ^a   Todini, Ezio ^a  

^a UNIVERSITY OF BOLOGNA   (Italy)

Author keywords

Distributed and lumped; Kinematic wave approximation; Non linear reservoir model; Physical meaning; Rainfall runoff modelling; Spatial integration; Topographic

Indexed keywords

HYDROLOGICAL REGIME; KINEMATICS; RAINFALL-RUNOFF MODELING; RIVER BASIN; TOPOGRAPHIC EFFECT;

EID: 0036820545     PISSN: 10275606     EISSN: None     Source Type: Journal    
DOI: 10.5194/hess-6-859-2002     Document Type: Article

References (34)

1. Abbott, M.B., Bathurst, J.C., Cunge, J.A., O'Connell, P.E. and Rasmussen, J., 1986a. An introduction to th European Hydroloigcal system - Système Hydrologique Européen, SHE, 1: History and philosophy of a physically based distributed modelling system. J. Hydrol., 87, 45-59.
2. Abbott, M.B., Bathurst, J.C., Cunge, J.A., O'Connell, P.E. and Rasmussen, J., 1986b. An introduction to th European Hydroloigcal system - Système Hydrologique Européen, SHE, 2: Structure of a physically based distributed modelling system. J. Hydrol., 87, 61-77.
3. Band, L.E., 1986. Topographic partition of watersheds with digital elevation models. Water Resour. Res., 22, 15-24.
4. Barnes, H.H., 1967. Roughness characteristics of natural channels. United States Government Printing Office, Washington.
5. Benning, R.G., 1994. Towards a new lumped parameterisation at catchment scale. Master Thesis, University of Wageningen. The Netherlands. 10-45.
6. Beven, K.J., 1981. Kinematic subsurface stormflow. Water Resour. Res., 17, 1419-1424.
7. Beven, K.J., 1989. Changing ideas in hydrology - The case of physically based models. J. Hydrology, 105, 157-172.
8. Beven, K.J., and Kirkby, M.J., 1979. A physically based, variable contributing area model of basin hydrology. Hydrol. Sci. Bull., 24, 1-3.
9. Beven, K.J., Kirkby, M.J., Schofield, N. and Tagg, A.F., 1984. Tesing a physically-based flood forecasting model (TOPMODEL) for three U.K. catchments. J. Hydrol., 69, 119-143.
10. Cash, J.R. and Karp, A. H., 1990. A variable order Runge-Kutta method for initial value problems with rapidly varying right hand sides. ACM Trans. Math. Software, 16, 201-222.
11. Chow, V.T., 1959. Open-Channel Hydraulics. International student edition. McGraw-Hill.
12. Chow, V.T., Maidment, D.R., and Mays, L.W. 1988. Applied Hydrology, McGraw-Hill.
13. de Marsily, G., 1986. Geostatistic and stochastic approach in hydrogeology. Chapter 11 in Quantitative hydrology: Groundwater Hydrology for Engineers. Academic Press, Inc., California, 286-329.
14. Doorembos, J., Pruitt, W.O., Aboukhaled, A., Damagnez, J., Dastane, N.G., van den Berg, C., Rijtema, P.E., Ashford, O.M. and Frere, M., 1984. Guidelines for predicting crop water requirements. FAO Irrig. Drainage Pap., 24.
15. Dunne, T., 1978. Field studies of hillslope flow process. In: Hillslope Hydrology M.J. Kirkby (Ed.). Wiley, New York. 227-293.
16. Franchini, M., Wendling, J., Obled, C. and Todini, E., 1996. Physical interpretation and sensitivity analysis of the TOPMODEL. J. Hydrol., 175, 293-338.
17. Henderson, F.M. and Wooding, R.A., 1964. Overland flow and groundwater flow from a steady rainfall of finite duration. J. Geophys. Res., 69, 1531-1540.
18. Liu, Z., 2002. Toward A Comprehensive Distributed/Lumped Rainfall-Runoff Model: Analysis of Available Physically-Based Models and Proposal of a New TOPKAPI Model. Ph.D. dissertation, University of Bologna.
19. Liu, Z. and Todini, E., 2000. Application of TOPKAPI Model for Extreme Flood Frequency Analysis Study in Magra Catchment. Hydro-Geological Disasters Reduction: Recent Developments And Perspectives. Proc. Int. IDNDR Symposium held in Perugia in July.
20. Matheron, G., 1970. La théorie des variables regionaliséés et ses applications. Cah. Cent. Morphol. Math., 5.
21. Moore, R.J. and Clarke, R.T., 1981. A distribution function approach to rainfall runoff modelling. Water Resour. Res., 17, 1367-1382.
22. Moore, R.J., 1985. The probability-distributed principle and runoff production at point and basin scales. Hydrol. Sci., 30, 273-297.
23. Moore, R.J., 1999. Real-time flood forecasting system: perspectives and prospects, In: Flood and landslides: Integrated risk assessment, R. Casal R. and C. Margottini (Eds.), Springer. 147-189.
24. O'Callaghan, J.F. and Mark, D.M. 1984. The extraction of drainage networks from digital elevation data. Computer Vision, Graphics, and Image Processing, 28, 323-344.
25. Sivapalan, M., Beven, K.J. and Wood, E.F., 1987. On hydrological similarity 2. A scaled model of storm runoff production. Water Resour. Res., 23, 2266-2278.
26. Soil Conservation Service, 1972. National Engineering Handbook, Section 4. Hydrology, U.S. Department of Agriculture, Washington D.C.
27. Strahler, A.N., 1957. Quantitative analysis of watershed geomorphology. Trans. Amer. Geophys. Union, 38, 913-920.
28. Todini, E., 1988. Rainfall-runoff modelling - past, present and future. J. Hydrol., 100, 341-352.
29. Todini, E., 1995. New trends in modelling soil processes from hillslope to GCMS Scales - The role of water and the hydrological cycle in global change, H.R. Oliver and S.A. Oliver (Eds.), NATO ASI Series I: Global Environmental Change, 31, 317-347.
30. Todini, E., 1996. The ARNO rainfall-runoff model. J. Hydrol., 175, 339-382.
31. Todini, E. and Ciarapica, L., 2001. The TOPKAPI model. Chapter 12 in Mathematical Models of Large Watershed Hydrology, V.P. Singh et al. (Eds.). Water Resources Publications, Littleton, Colorado.
32. Wigmosta, M.S., Vail, L.W. and Lettenmier, D.P., 1994. A distributed hydrology-vegetation model for complex terrain. Water Resour. Res., 30, 1165-1679.
33. Wooding, R.A., 1965. A hydraulic modeling of the catchment-stream problem. 1. Kinematic wave theory. J. Hydrol., 3, 254-267.
34. Zhao, R.J., 1977. Flood forecasting method for humid regions of China. East China College of Hydraulic Engineering, Nanjing.