Abstract

Ephemeral gully erosion seriously degrades agricultural soils, but few conservation planning tools adequately account for this form of erosion. To address this deficiency, this paper describes a spatially distributed adaptation of version 2 of the Revised Universal Soil Loss Equation and a new ephemeral gully erosion estimator. The modeled results were compared to runoff and sediment yield measured from 1975 to 1991 on a 6.3-ha instrumented watershed near Treynor, Iowa, managed with conventional tillage corn and containing a grassed waterway. Using a 3-m rectangular grid, this investigation determined surface drainage patterns and delineated concentrated flow channels where contributing areas exceeded 600m2. Computed gully evolution based on soil properties, runoff, and sediment transport contributed approximately one-fourth of the total erosion, with the rest contributed by sheet and rill erosion. More than half of the eroded sediment was deposited within the grassed waterway. Without local calibration, simulated runoff of 67mmyear1 was 34% larger than the observed 50mmyear1, and simulated sediment yield of 17.5Mgha1year1 was 20% larger than the measured 14.6Mgha1year1.

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References

Alonso, C. V., Bennett, S. J., and Stein, O. R. (2002). “Predicting head cut erosion and migration in concentrated flows typical of upland areas.” Water Resour. Res., 38(12), 39-1–39-15.
Ascough II, J. C., Baffaut, C., Nearing, M. A., and Liu, B. Y. (1997). “The WEPP watershed model: I. Hydrology and erosion.” Trans. ASAE, 40(4), 921–933.
Bernard, J., et al. (2010). “Ephemeral gully erosion—A national resource concern.”, USDA, Agricultural Research Service, Oxford, MS.
Bingner, R. L., Theurer, F. D., and Yaun, Y. (2014). “Annualized agricultural non-point source (AnnAGNPS) pollution model.” 〈http://www.ars.usda.gov/research/docs.htm?docid=5199〉 (Apr. 28, 2014).
Canfield, H. E., and Goodrich, D. C. (2006). “The impact of parameter lumping and geometric simplification in modelling runoff and erosion in the shrublands of southeast Arizona.” Hydrol. Process., 20(1), 17–35.
Dabney, S. M., Vieira, D. A. N., and Yoder, D. C. (2013). “Effects of topographic feedback on erosion and deposition prediction.” Trans. ASABE, 56(2), 727–736.
Dabney, S. M., Yoder, D. C., and Vieira, D. A. N. (2012). “The application of the Revised Universal Soil Loss Equation, version 2, to evaluate the impacts of alternative climate change scenarios on runoff and sediment yield.” J. Soil Water Conserv., 67(5), 343–353.
Dabney, S. M., Yoder, D. C., Vieira, D. A. N., and Bingner, R. L. (2011). “Enhancing RUSLE to include runoff-driven phenomena.” Hydrol. Process., 25(9), 1373–1390.
Desmet, P. J. J., and Govers, G. (1996). “A GIS procedure for automatically calculating the USLE LS factor on topographically complex landscape units.” J. Soil Water Conserv., 51(5), 427–433.
Eghball, B., Gilley, J. E., Kramer, L. A., and Moorman, T. B. (2000). “Narrow grass hedge effects on phosphorus and nitrogen in runoff following manure and fertilizer application.” J. Soil Water Conserv., 55(2), 172–176.
Environmental Systems Research Institute (ESRI). (2014a). ArcGIS desktop: Release 10.2, Redlands, CA.
Environmental Systems Research Institute (ESRI). (2014b). “How Topo to Raster works.” 〈http://resources.arcgis.com/en/help/main/10.1/#/How_Topo_to_Raster_works/009z0000007m000000/〉 (Oct. 16, 2014).
Ferro, V. (1998). “Evaluating overland flow sediment transport capacity.” Hydrol. Process., 12(12), 1895–1910.
Foster, G. R., and Lane, L. J. (1983). “Erosion by concentrated flow in farm fields.” Proc., D. B. Simons Symp. on Erosion and Sedimentation, Colorado State Univ., Ft. Collins, CO, 9.65–9.82.
Foster, G. R., Yoder, D. C., Weesies, G. A., and Toy, T. J. (2001). “The design philosophy behind RUSLE2: Evolution of an empirical model.” Soil erosion research for the 21st century, American Society of Agricultural Engineers, St. Joseph, MI, 95–98.
Foster, G. R., Young, R. A., and Neibling, W. H. (1985). “Sediment composition for nonpoint source pollution analysis.” Trans. ASAE, 28(1), 133–139.
Franti, T. G., Laflen, J. M., and Watson, D. A. (1999). “Predicting soil detachment from high-discharge concentrated flow.” Trans. ASAE, 42(2), 329–335.
Garde, R. J., and Ranga Raju, K. G. (2000). Mechanics of sediment transportation and alluvial stream problems, 3rd Ed., New Age International Publishers, New Delhi, India.
Gordon, L. M., Bennett, S. J., Bingner, R. L., Theurer, F. D., and Alonso, C. V. (2007). “Simulating ephemeral gully erosion in AnnAGNPS.” Trans. ASABE, 50(3), 857–866.
Haan, C. T., Barfield, B. J., and Hayes, J. C. (1994). Design hydrology and sedimentology for small catchments, Academic Press, San Diego.
Henderson, F. M. (1966). Open channel flow, Macmillan Company, New York.
Hessel, R., and Jetten, V. (2007). “Suitability of transport equations in modeling soil erosion for a small Loess Plateau catchment.” Eng. Geol., 91(1), 56–71.
Horn, B. K. P. (1981). “Hill shading and the reflectance map.” Proc. IEEE, 69(1), 14–47.
Hutchinson, M. F. (1989). “A new procedure for gridding elevation and stream line data with automatic removal of spurious pits.” J. Hydrol., 106(3–4), 211–232.
Karlen, D. L., Dinnes, D. L., Tomer, M. D., Meek, D. W., Cambardella, C. A., and Moorman, T. B. (2009). “Is no-tillage enough? A field-scale watershed assessment of conservation effects.” Electron. J. Integr. Biosci., 7(2), 1–24.
Kinnell, P. I. A. (2005). “Alternative approaches for determining the USLE-M slope length factor for grid cells.” Soil Sci. Soc. Am. J., 69(3), 674–680.
Langendoen, E. J., Wells, R. R., Ursic, M. E., Vieira, D. A. N., and Dabney, S. M. (2014). “Evaluating sediment transport capacity relationships for use in ephemeral gully erosion models.” Proc., Symp. on Sediment Dynamics from the Summit to the Sea, International Association of Hydrological Sciences (IAHS), Wallingford, U.K.
Momm, H., Bingner, R. L., Wells, R. R., and Wilcox, D. (2012). “AGNPS GIS-based tool for watershed-scale identification and mapping of cropland potential ephemeral gullies.” Appl. Eng. Agric., 28(1), 17–29.
O’Callaghan, J. F., and Mark, D. M. (1984). “The extraction of drainage networks from grid digital elevation data.” Comput. Vision Graphics Image Proc., 28(3), 323–344.
Poesen, J., Nachtergaele, J., Verstraeten, G., and Valentin, C. (2003). “Gully erosion and environmental change: Importance and research needs.” Catena, 50(2–4), 91–133.
Rachman, A., Anderson, S. H., Alberts, E. E., Thompson, A. L., and Gantzer, C. J. (2008). “Predicting runoff and sediment yield from a stiff-stemmed grass hedge system for a small watershed.” Trans. ASABE, 51(2), 425–432.
Renard, K. G., Foster, G. R., Weesies, G. A., McCool, D. K., and Yoder, D. C. (1997). “Predicting soil erosion by water: A guide to conservation planning with the Revised Universal Soil Loss Equation (RUSLE).” Agricultural Handbook 703, U.S. Dept. of Agriculture–Agricultural Research Service, Washington, DC.
Soil Science Society of America (SSSA). (2008). Glossary of soil science terms, Madison, WI.
Spomer, R. G., and Hjelmfelt, A. T., Jr. (1986). “Concentrated flow erosion on conventional and conservation tilled watersheds.” Trans. ASAE, 29(1), 124–127.
Spomer, R. G., McHenry, J. R., and Piest, R. F. (1985). “Sediment movement and deposition using cesium-137 tracer.” Trans. ASAE, 28(3), 767–772.
Theurer, F. D., and Clarke, C. D. (1991). “Wash load component for sediment yield modeling.” Proc., 5th Fed. Interagency Sedimentation Conf., Subcommittee on Sedimentation, Interagency Advisory Committee on Water Data, Washington, DC, 7-1–7-8.
Tiwari, A. K., Risse, L. M., and Nearing, M. A. (2000). “Evaluation of WEPP and its comparison with USLE and RUSLE.” Trans. ASAE, 43(5), 1129–1135.
USDA. (1980). “CREAMS: A field-scale model for chemicals, runoff, and erosion from agricultural management systems.”, W. G. Knisel, ed., Washington, DC.
USDA. (2013). “Summary report: 2010 national resources inventory.” Natural Resources Conservation Service, Washington, DC.
USDA–Agriculture Research Service (USDA–ARS). (2013). “Science documentation, Revised Universal Soil Loss Equation, version 2 (RUSLE2).” Washington, DC.
USDA–Agriculture Research Service (USDA–ARS). (2014). “Revised Universal Soil Loss Equation, version 2 (RUSLE2).” 〈http://www.ars.usda.gov/SP2UserFiles/Place/64080510/RUSLE/Rusle2InstallerARS(2.5.1.8).exe〉 (Jun. 6, 2014).
USDA–Natural Resources Conservation Service (USDA–NRCS). (2014). “Revised Universal Soil Loss Equation, version 2 (RUSLE2) official NRCS database.” 〈http://fargo.nserl.purdue.edu/rusle2_dataweb/RUSLE2_Index.htm〉 (Jan. 28, 2014).
Watson, D. A., Laflen, J. M., and Franti, T. G. (1986). “Estimating ephemeral gully erosion.”, American Society of Agricultural Engineers, St. Joseph, MI.
Wells, R. R., Alonso, C. V., and Bennett, S. J. (2009a). “Morphodynamics of headcut development and soil erosion in upland concentrated flows.” Soil Sci. Soc. Am. Proc., 73(2), 521–530.
Wells, R. R., Bennett, S. J., and Alonso, C. V. (2009b). “Effect of soil texture, tailwater height, and pore-water pressure on the morphodynamics of migrating headcuts in upland concentrated flows.” Earth Surf. Processes Landforms, 34(14), 1867–1877.
Wells, R. R., Bennett, S. J., and Alonso, C. V. (2010). “Modulation of headcut soil erosion in rills due to upstream sediment loads.” Water Resour. Res., 46(12), W12531.
Wischmeier, W. H., and Smith, D. D. (1978). “Predicting rainfall-erosion losses—A guide to conservation farming.” USDA Agricultural Handbook No. 537, 〈http://www.ars.usda.gov/SP2UserFiles/Place/64080530/RUSLE/AH_537.pdf〉 (Sep. 11, 2014).
Woodward, D. E. (1999). “Method to predict cropland ephemeral gully erosion.” Catena, 37(3–4), 393–399.
Wren, D. G., and Kuhnle, R. A. (2012). “Effects of silt loading on turbulence and sand transport.” Int. J. Sediment Res., 27(4), 409–459.
Yalin, M. S. (1963). “An expression for bed-load transportation.” J. Hydraul. Div., 89(HY3), 221–250.
Yang, C. T. (1996). Sediment transport: Theory and practice, McGraw-Hill, New York.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 20Issue 6June 2015

History

Received: Apr 30, 2014
Accepted: Oct 7, 2014
Published online: Nov 11, 2014
Discussion open until: Apr 11, 2015
Published in print: Jun 1, 2015

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S. M. Dabney [email protected]
Research Leader, USDA–Agricultural Research Service–National Sedimentation Laboratory, Box 1157, Oxford, MS 38655 (corresponding author). E-mail: [email protected]
D. A. N. Vieira [email protected]
Physical Scientist, USDA–Agricultural Research Service–National Sedimentation Laboratory, P.O. Box 639, State University, AR 72467. E-mail: [email protected]
D. C. Yoder, M.ASCE [email protected]
Professor, Dept. of Biosystems Engineering and Soil Science, Univ. of Tennessee, 2506 E. J. Chapman Dr., Knoxville, TN 37996. E-mail: [email protected]
E. J. Langendoen, M.ASCE [email protected]
Research Hydraulic Engineer, USDA–Agricultural Research Service–National Sedimentation Laboratory, 598 McElroy Rd., Oxford, MS 38655. E-mail: [email protected]
R. R. Wells [email protected]
Research Hydraulic Engineer, USDA–Agricultural Research Service–National Sedimentation Laboratory, 598 McElroy Rd., Oxford, MS 38655. E-mail: [email protected]
M. E. Ursic [email protected]
Civil Engineer, USDA–Agricultural Research Service–National Sedimentation Laboratory, 598 McElroy Rd., Oxford, MS 38655. E-mail: [email protected]

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