Stefan Wirtz Vom Fachbereich VI (Geographie/Geowissenschaften ...

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Experimentelle Rinnenerosionsforschung vs. Modellkonzepte – Quantifizierung der hydraulischen und erosiven Wirksamkeit von Rinnen Chisci, G., Sfalanga, M., Torri, D., 1985. An experimental model for evaluating soil erosion on a single-rainstorm basis. In: S.A. El Swaify, W.C. Moldenhauer, A. Lo (Editors), Soil Erosion and Conservation. Soil conservation Society of America, Ankeny, Iowa, pp. 558- 565. Constantin, P., 2001. Some open problems and research directions in the mathematical study of fluid dynamics. Mathematics unlimited-2001 and beyond. pp 353-360. De Ploey, J., 1990. Threshold conditions for thalweg gullying with special reference to loess areas. Catena Supplement, 17: 147-151. De Roo, A.P.J., Wesseling, C.G., Jetten, V.G., Ritsema, C.J., 1996. LISEM – a physically based hydrological and erosion model incorporated in a GIS. IAHS Publ. 235: 395-403. De Santisteban, L.M., Casalì, J., Lòpez, J.J., Giràldez, J.V., Poesen, J., Nachtergaele, J., 2005. Exploring the role of topography in small channelerosion. Earth Surf Proc Land, 30: 591- 599. Desir, G., Marín, C., 2007. Factors controlling the erosion rates in a semi-arid zone (Bardenas Reales, NE-Spain). Catena, 71: 31-40. DIN 1319-1., 1995. Grundlagen der Messtechnik – Teil 1: Grundbegriffe. Deutsches Institut für Normung e.V., Ausgabe: 1995-01 , Deutsch. Diplas, P., 1987. Bedload transport in gravel-bed streams. J Hydraul Eng ASCE, 113: 277- 292. Dunkerley, D., 2008. Rain event properties in nature and in rainfall simulation experiments: a comparative review with recommendations for increasingly systematic study and reporting. Hydrol Process, 22: 4415-4435. Einstein, H.A., 1937. Der Geschiebetrieb als Wahrscheinlichkeitsproblem, Dissertation, ETH Zürich. Elliot, W.J., Laflen, J.M., 1993. A Process-based rill erosion model. T. ASAE, 36(1): 35-72. Elliot, W.J., Liebenow, A.M., Laflen, J.M., Kohl, K.D., 1989. A compendium of soil erodibility data from WEPP cropland soil field erodibility experiments 1987 and 1988. NSERL Report No. 3, The Ohio State University, and USDA Agricultural Research Service, pp. 186. EPA-homepage: Channel Processes: Bedload transport. United States Environmental protection agency http://water.epa.gov/scitech/datait/tools/warsss/bedload.cfm. Accessed 14 September 2010. Fan, J., Gao, H., Guo, B., 2010. Regularity criteria for the Navier-Stokes-Landau-Lifshitz system. J Math Anal Appl, 363: 29-37. 169
Experimentelle Rinnenerosionsforschung vs. Modellkonzepte – Quantifizierung der hydraulischen und erosiven Wirksamkeit von Rinnen Favis-Mortlock, D., Guerra, T., Boardman, J., 1998. A self-organizing dynamic systems approach to hillslope rill initiation and growth: model development and validation. IAHS Publ., 249: 53-61 Favis-Mortlock, D.T., Boardman, J., Parsons, A.J., Lascelles, B., 2000. Emergence and erosion: a model for rill initiation and development. Hydrol. Process., 14: 2173-2205. Favis-Mortlock, D., Boardman, J., MacMillan, V., 2001. The limits of erosion modelling: why we should proceed with care. In: R.S. Harmon, W.W. Doe (Editors), Landscape erosion and evolution modeling. Kluuwer Academic/Plenum, New York, pp. 477-516. Favis-Mortlock, D., de Boer, D., 2003. Simple at heart? Landscapes as a self-organizing complex system. In: S. Trudgill, A. Roy (Editors), Contemporary meanings in Physical Geography: From what to why? Arnold Publishers, London. Fefferman, C.L., 2006. Existance and smoothness of the Navier-Stokes equation. The millennium prize problems. Clay Math. Inst., Cambridge, MA, pp. 57-67. Flanagan, D.C., Livingston, S.J., 1995. WEPP user summary, USDA-water erosion prediction project. NSERL Report No. 11. National soil erosion research Laboratory, pp. 141. Flanagan, D.C., Laflen, J.M., Meyer, L.D., 2003. Honoring the Universal Soil Loss Equation. American Society of Agricultural Engineers, Historic Landmark Dedication. Flores-Cervantes, J.H., Istanbulluoglu, E., Bras, R.L., 2006. Development of gullies on the landscape: A model of headcut retreat resulting from plunge pool erosion. J Geophys Res, 111:F01010, doi:10.1029/2004JF000226. Foster, G.R., 1982. Modelling the erosion process. In: C.T. Haan, H.P. Johnson, D.L. Brakensiek (Editors), Hydraulic Modelling of Small Watersheds. ASAE monograph 5, Hann CT, St. Joseph, MI, pp. 296-379. Foster, G.R., Huggins, L.F., Meyer, L.D., 1984. A laboratory study of rill hydraulics: I. Velocity relationships. T. ASAE, 27: 790-796. Foster, G.R., Flanagan, D.C., Nearing, M.A., Lane, L.J., Risse, L.M., Finkner, S.C., 1995. Hillslope erosion component. In: D.C. Flanagan, M.A. Nearing (Editors), USDA Water Erosion Prediction Project: Hillslope Profile and Watershed Model Documentation, Chapter 11, USDA-ARS NSERL Report 10. Ghebreiyessus, Y.T., Gantzer, C.J., Alberts, E.E., Lentz, R.W., 1994. Soil erosion by concentrated flow: shear stress and bulk density. T. ASAE, 37 (6): 1791-1797. Gilley, J.E., Kottwitz, E.R., Simanton, J.R., 1990. Hydraulic characteristics of rills. T. ASAE, 33: 1900-1906. 170
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Stefan Wirtz Vom Fachbereich VI (Ge
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Dipl. Geogr. Stefan Wirtz; Physisch
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