Modeling interrill sediment delivery

Soil Science Society of America Journal

Volumn 62, Issue 2, 1998, Pages 438-444

  Zhang, X C ^a   Nearing, M A ^a   Miller, W P ^b   Norton, L D ^a   West, L T ^b  

^a PURDUE UNIVERSITY   (United States)

^b UNIVERSITY OF GEORGIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; EROSION; MATHEMATICAL MODELS; RAIN; SEDIMENTS; SIMULATION;

SEDIMENT DELIVERY;

SOILS;

EID: 0032029910     PISSN: 03615995     EISSN: None     Source Type: Journal    
DOI: 10.2136/sssaj1998.03615995006200020021x     Document Type: Article

References (31)

1. Bradford, J.M., and G.R. Foster. 1996. Interril] soil erosion and slope steepness factors. Soil Sci. Soc. Am. J. 60:909-915.
2. Chiang, S.C., D.E. Radcliffe, and W.P. Miller. 1993. Hydraulic properties of surface seals in Georgia soils. Soil Sci. Soc. Am. J. 57: 1418-1426.
3. Elliot, W.J., J.M. Laflen, and K.D. Kohl. 1989. Effect of soil properties on soil credibility. Paper no. 89-2150. ASAE, St. Joseph, MI.
4. Flanagan, D.C., and M.A. Nearing (ed.). 1995. USDA-Water Erosion Prediction Project: Technical documentation. NSERL Rep. no. 10. Natl. Soil Erosion Res. Lab., West Lafayette, IN.
5. Foster, G.R., and L.D. Meyer. 1975. Mathematical simulation of upland erosion by fundamental erosion mechanics. p. 190-207. In Present and prospective technology for predicting sediment yields and sources. Proc. Sediment Yield Worksh., Oxford, MS. 28-30 Nov. 1972. Publ. ARS-S-40. U.S. Gov. Print. Office, Washington, DC.
6. Gilley, J.E., D.A. Woolhiser, and D.B. McWhorter. 1985. Interrill soil erosion - Part I: Development of model equations. Trans. ASAE 28:147-153.
7. Guy, B.T., W.T. Dickinson, and R.P. Rudra. 1987. The roles of rainfall and runoff in the sediment transport capacity of interrill flow. Trans. ASAE 30:1378-1386.
8. Hairsine, P.B., and C.W. Rose. 1992. Modeling water erosion due to overland flow using physical principles: 1. Sheet flow. Water Resour. Res. 28:237-243.
9. Huang, C. 1995. Empirical analysis of slope and runoff for sediment delivery from interrill areas. Soil Sci. Soc. Am. J. 59:982-990.
10. Huang, C., and J.M. Bradford. 1993. Analyses of slope and runoff factors based on the WEPP erosion model. Soil Sci. Soc. Am. J. 57:1176-1183.
11. Julien, P.Y., and D.B. Simons. 1985. Sediment transport capacity of overland flow. Trans. ASAE 28:755-762.
12. Kinnell, P.I.A. 1991. The effect of flow depth on sediment transport induced by raindrops impacting shallow flows. Trans. ASAE 34: 161-168.
13. Kinnell, P.I.A. 1993. Runoff as a factor influencing experimentally determined interrill erodibilities. Aust. J. Soil Res. 31:333-342.
14. Kinnell, P.I.A., and D. Cummings. 1993. Soil/slope gradient interactions in erosion by rain-impacted flows. Trans. ASAE 36:381-387.
15. Lattanzi, A.R., L.D. Meyer, and M.F. Baumgardner. 1974. Influences of mulch rate and slope steepness on interrill erosion. Soil Sci. Soc. Am. Proc. 38:946-950.
16. McCool, D.K., L.C. Brown, G.R. Foster, C.K. Mutchler, and L.D. Meyer. 1987. Revised slope steepness factor for the Universal Soil Loss Equation. Trans. ASAE 30:1387-1396.
17. McIsaac, G.F., J.K. Mitchell, and M.C. Hirschi. 1987. Slope steepness effects on soil loss from disturbed lands. Trans. ASAE 30: 1005-1012.
18. Meyer, L.D. 1981. How rain intensity affects interrill erosion. Trans. ASAE 24:1472-1475.
19. Meyer, L.D., G.R. Foster, and M.J.M. Romkens. 1975. Source of soil eroded by water from upland slopes. p. 177-189. In Present and prospective technology for predicting sediment yields and sources. Proc. Sediment Yield Worksh., Oxford, MS. 28-30 Nov. 1972. Publ. ARS-S-40. U.S. Gov. Print. Office, Washington, DC.
20. Meyer, L.D., and W.C. Harmon. 1979. Multiple-intensity rainfall simulator for erosion research on row sideslopes. Trans. ASAE 22: 100-103.
21. Meyer, L.D., and W.C. Harmon. 1989. How row-sideslope length and steepness affect sideslope erosion. Trans. ASAE 32:639-644.
22. Miller, W.P., and M.K. Baharuddin. 1987. Particle size of interrill-eroded sediments from highly weathered soils. Soil Sci. Soc. Am. J. 51:1610-1615.
23. Moss, A.J., and P. Green. 1983. Movement of solids in air and water by raindrop impact: Effects of drop-size and water-depth variations. Aust. J. Soil. Res. 21:257-269.
24. Neal, J.H. 1938. Effect of degree of slope and rainfall characteristics on runoff and soil erosion. Agric. Eng. 19:213-217.
25. Nearing, M.A., L.J. Lane, E.E. Alberts, and J.M. Laflen. 1990. Prediction technology for soil erosion by water: Status and research needs. Soil Sci. Soc. Am. J. 54:1702-1711.
26. SAS Institute. 1990. SAS/STAT user's guide. Statistics. Version 6, 4th ed. SAS Inst, Cary, NC.
27. Sharma, P.P., S.C. Gupta, and G.R. Foster. 1995. Raindrop-induced soil detachment and sediment transport from interrill areas. Soil Sci. Soc. Am. J. 59:727-734.
28. Truman, C.C., and J.M. Bradford. 1995. Laboratory determination of interrill soil erodibility. Soil Sci. Soc. Am. J. 59:519-526.
29. Watson, D.A., and J.M. Laflen. 1986. Soil strength, slope, and rainfall intensity effects on interrill erosion. Trans. ASAE 29:98-102.
30. Young, R.A., and J.L. Wiersma. 1973. The role of rainfall impact in soil detachment and transport. Water Resour. Res. 9:1629-1636.
31. Zhang, X.C. 1993. Hydrologic and sediment responses to soil crust formation. Ph.D. diss. Univ. of Georgia, Athens (Diss. Abstr. 93-20721).