Development of a simple lateral preferential flow model with steady state application in hillslope soils

Water Resources Research

Volumn 41, Issue 12, 2005, Pages 1-15

  Tsutsumi, Daizo ^a   Sidle, Roy C ^a   Kosugi, Ken'ichiro ^a  

^a KYOTO UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; GROUNDWATER GEOCHEMISTRY; MATHEMATICAL MODELS; PIPE; PIPE FLOW; SOILS;

GROUNDWATER LEVELS;

FLOW OF WATER;

COMPUTER SIMULATION; GROUNDWATER GEOCHEMISTRY; MATHEMATICAL MODELS; PIPE; PIPE FLOW; SOILS;

FLOW MODELING; GROUNDWATER FLOW; HILLSLOPE; PIPE FLOW; PREFERENTIAL FLOW; RICHARDS EQUATION;

EID: 31544436051     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/2004WR003877     Document Type: Article

References (40)

1. Barcelo, M. D., and J. L. Nieber (1981), Simulation of the hydrology of natural pipes in a soil profile, Pap. Am. Soc. of Agric. Eng., 81-2028, 23 pp.
2. Barcelo, M. D., and J. L. Nieber (1982), Influence of a soil pipe network on catchment hydrology, Pap. Am. Soc. of Agric. Eng., 82-2027, 27 pp.
3. Beven, K. J., and P. F. Germann (1982), Macropores and water flow in soils, Water Resour. Res., 18, 1311-1325.
4. Bryan, R. B., and J. A. A. Jones (1997), The significance of soil piping process: Inventory and prospect, Geomorphology, 20, 209-218.
5. Celia, M. A., L. R. Ahuja, and G. F. Pinder (1987), Orthogonal collocation and alternating-direction procedures for unsaturated problems, Adv. Water Resour., 10, 178-187.
6. Clement, T. P., W. R. Wise, F. J. Molz, and M. Wen (1996), A comparison of modeling approaches for steady-state unconfined flow, J. Hydrol., 181, 189-209.
7. Fipps, G., R. W. Skaggs, and J. L. Nieber (1986), Drains as a boundary condition in finite elements, Water Resour. Res., 22, 1613-1621.
8. Gilman, K., and M. D. Newson (1980), Soil Pipes and Pipeflow: A Hydrological Study in Upland Wales, Br. Geomorphol. Res. Group Res. Monogr. Ser., vol. 1. 114 pp., GeoBooks, Norwich, U. K.
9. Holden, J., and T. P. Hurt (2002), Piping and pipeflow in a deep peat catchment, Catena, 48, 163-199.
10. Istok, J. (1989), Groundwater Modeling by the Finite Element Method, Water Resour. Monogr. Ser., vol. 13, 495 pp., AGU, Washington, D. C.
11. Jones, J. A. A. (1987), The effects of soil piping on contributing area and erosion pattern, Earth Surf. Processes Landforms, 12, 229-248.
12. Jones, J. A. A. (1988), Modelling pipeflow contributions to stream runoff, Hydrol. Processes, 2, 1-17.
13. Jones, J. A. A., and L. J. Connelly (2002), A semi-distributed simulation model for natural pipeflow, J. Hydrol., 262, 28-49.
14. Kirkham, D. (1949), Flow of ponded water into drain tubes in soil overlying an impervious layer, Eos Trans. AGU, 30, 369-385.
15. Kitahara, H. (1989), Characteristics of pipe flow in a subsurface soil layer on a gentle slope (II) Hydraulic properties of pipes (in Japanese with English summary), J. Jpn. For. Soc., 71, 317-322.
16. Kitahara, H., T. Terajima, and Y. Nakai (1994), Ratio of pipe flow to throughflow discharge (in Japanese with English summary), J. Jpn. For. Soc., 76, 10-17.
17. Kosugi, K. (1996), Lognormal distribution model for unsaturated soil hydraulic properties, Water Resour. Res., 32, 2697-2703.
18. McCaig, M. (1983), Contributions to storm quickflow in a small headwater catchment - The role of natural pipes and soil macropores. Earth Surf. Processes Landforms, 8, 239-252.
19. Milly, P. C. D. (1985), A mass-conservative procedure for time-stepping in . models of unsaturated flow, Adv. Water Resour., 8, 32-36.
20. Mosely, M. P. (1982), Subsurface flow velocities through selected forest soils, South Island, New Zealand, J. Hydrol., 55, 65-92.
21. Nieber, J. L., and G. S. Warner (1991), Soil pipe contribution to steady subsurface stormflow, Hydrol. Processes, 5, 329-344.
22. Noguchi, S., Y. Tsuboyama, R. C. Sidle, and I. Hosoda (1997), Spatially distributed morphological characteristics of macropores in forest soils of Hitachi Ohta experimental watershed, Japan, J. For. Res., 2, 207-215.
23. Noguchi, S., Y. Tsuboyama, R. C. Sidle, and I. Hosoda (1999), Morphological characteristics of macropores and the distribution of preferential flow pathways in a forested slope segment, Soil Sci. Soc. Am. J., 63, 1413-1423.
24. Ohno, R., M. Suzuki, and T. Ohta (1998), An examination of a numerical method for variably saturated flow based on recent studies (in Japanese with English summary), J. Jpn. Soc. Erosion Control Eng., 51(4), 3-10.
25. Ohta, T., Y. Tsukamoto, and H. Noguchi (1981), A consideration of relationship between pipeflow and landslide (in Japanese), paper presented at Annual Meeting of Japan Society of Erosion Control Engineering, Tokyo.
26. Onda, Y. (1994), Seepage erosion and its implication to the formation of amphitheatre valley head: A case study at Obara, Japan, Earth Surf. Processes Landforms, 19, 627-640.
27. Perrin, C., C. Michel, and V. Andreassian (2001), Does a large number of parameters enhance model performance? Comparative assessment of common catchment model structures on 429 catchments, J. Hydrol., 242, 275-301.
28. Pierson, T. C. (1983), Soil pipes and slope stability, Q. J. Eng. Geol., 16, 1-11.
29. Sidle, R. C., Y. Tsuboyama, S. Noguchi, I. Hosoda, M. Fujieda, and T. Shimizu (1995a), Seasonal hydrologic response at various spatial scales in a small forested catchment, Hitachi Ohta, Japan, J. Hydrol., 168, 227-250.
30. Sidle, R. C., H. Kitahara, T. Terajima, and Y. Nakai (1995b), Experimental studies on the effects of pipeflow on throughflow partitioning, J. Hydrol., 165, 207-219.
31. Sidle, R. C., Y. Tsuboyama, S. Noguchi, I. Hosoda, M. Fujieda, and T. Shimizu (2000), Stormflow generation in steep forested headwaters: A linked hydrogeomorphic paradigm, Hydrol. Processes, 14, 369-385.
32. Sidle, R. C., S. Noguchi, Y. Tsuboyama, and K. Laursen (2001), A conceptual model of preferential flow system in forested hillslopes: Evidence of self-organization, Hydrol. Processes, 15, 1675-1692.
33. Terajima, T., T. Sakamoto, Y. Nakai, and K. Kitamura (1997), Suspended sediment discharge in subsurface flow from the head hollow of a small forested watershed, northern Japan, Earth Surf. Processes Landforms, 22, 987-1000.
34. Terajima, T., T. Sakamoto, and T. Shirai (2000), Morphology, structure and flow phases in soil pipes developing in forested hillslopes underlain by a Quaternary sand-gravel formation, Hokkaido, northern main island in Japan, Hydrol. Processes, 14, 713-726.
35. Tsuboyama, Y., R. C. Sidle, S. Noguchi, and I. Hosoda (1994), Flow and solute transport through the soil matrix and macropores of a hillslope segment, Water Resour. Res., 30, 879-890.
36. Tsukamoto, Y., and T. Ohta (1988), Runoff processes on a steep forested slope, J. Hydrol., 102, 165-178.
37. Uchida, T., K. Kosugi, N. Ohte, and T. Mizuyama (1995), An experimental study on influence of soil pipe for groundwater table (in Japanese), Trans. Jpn. For. Soc., 106, 505-508.
38. Uchida, T., K. Kosugi, and T. Mizuyama (1999), Runoff characteristics of pipeflow and effects of pipeflow on rainfall-runoff phenomena in a mountainous watershed, J. Hydrol., 222, 18-36.
39. Vimoke, B. S., T. D. Yura, T. J. Thiel, and G. S. Taylor (1963), Improvements in construction and use of resistance networks for studying drainage problems. Soil Sci. Soc. Am. J., 26, 203-207.
40. Zienkiewicz, O. C. (1971), The Finite Element Method in Engineering Science, McGraw-Hill, New York.