A dynamic model for simulating atmospheric, surface and soil water interactions in hillslope of loess area under natural conditions and its application

Pedosphere

Volumn 11, Issue 3, 2001, Pages 271-282

  Shuhan, Zhang ^a,b   Shaozhong, Kang ^a   Huanjie, Cai ^a   Guangyong, Nie ^a  

^a NORTHWEST A F UNIVERSITY   (China)

^b Inner Mongolia Research Institute for Water Conservancy   (China)

Author keywords

Dynamic model; Hillslope; Infiltration; Soil water content; Water transformation

Indexed keywords

EID: 1942513373     PISSN: 10020160     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (19)

1. Chu, S. T. 1993. Capillary-tube infiltration model. J. of Irrigation and Drainage Engineering. 119(3): 514-521.
2. Cook, H. L. 1946. The infiltration approach to the calculation of surface runoff. Thins. Amer. Geophys. Union. 27: 726-743.
3. Engman, E. T. 1976. Roughness coefficient for routing surface runoff. J. Irrigation and Drainage Engineering. 112(1): 39-54.
4. Freeze, R. A. 1978. Mathematical models of hillslope hydrology. In Kirkby, M. J. (ed.) Hillslope Hydrology. John Wiley &: Sons, New York. pp. 177-226.
5. Govindaraju, R. S., Jones, S. E. and Kawas, M. L. 1989. On the diffusion wave modeling for overland flow: 1. Solution for steep slopes. Water Resour. Res. 25(5): 734-744.
6. Green, W. H. and. Ampt, G. H. 1911. Studies on soil physics: 1, flow of air and water through soil. J. of Agricultural Sci. 4: 1-24.
7. Horton, R. E. 1936. Hydrologie interrelations of water and soils. Proc. Soil Sci. Soc. Am. 1: 401-429.
8. Horton, R. E. 1939. Analysis of runoff-plot experiment with varying infiltration capacity. Trans. Am. Geophys. Union. 20(2): 693-711.
9. Katz, D. M., Wtts, F. J. and Burroughs, E. R. 1995. Effects of surfaces roughness and rainfall impact on overland flow. J. Hydraulic Engineering. 121(7): 546-553.
10. Kirkby, M. J. 1969. Infiltration, through flow, and overland flow. In Chorley, R. J. (ed.) Water, Earth, and Man. Methuen, London, pp. 215-227.
11. Morris, E. M. 1979. The effect of small slope approximation and lower boundary conditions on solutions of Saint-Venant equations. J. Hydr. 40: 31-47.
12. Morris, E. M. and Woolhiser, D. A. 1980. Unsteady one-dimensional flow over a plan: Partial equilibrium and recession hydrographs. Water Resour. Res. 16(2): 359-360.
13. Philip, J. R. 1957. The theory of infiltration: 1. The infiltration equation and its solution. Soil Sci. 83: 345-357.
14. Philip, J. R. 1993. Variable-head ponding infiltration under constant or variable rainfall. Water Resour. Res. 29: 2 155-2 165.
15. Shen, B. 1988. Studies on Runoff Producing Experiment of Loess Slope and Its Mathematical Model (in Chinese). Ph.D. Thesis, Shaanxi Mechanical College. 98pp.
16. Smith, R. E. and Woolhiser, D. A. 1971. Overland flow on an infiltrating surface. Water Resour. Res. 7(4): 899-913.
17. Tayfur, G., Kawas, M. L., Govindaraju, R. S. and Storm, D. E. 1993. Applicability of St. Venant equations for two-dimensional overland flows over rough infiltrating surface. Journal of Hydraulics. 119(1): 51-63.
18. Zhang, W. and Gundy, T. W. 1989. Modeling of two-dimensional overland flows. Water Resour. Res. 25(9): 2019-2035.
19. Zhang, H. J., Kitahara, H., Endo, T. and Xie, M. S. 1993. Value of roughness coefficient in the Manning equation for the ground surface shallow flow and the relationship between the n value and soil erosion. Journal of Beijing Forestry University (in Chinese). 15(3): 51-58.