TECHNICAL PAPERS
Sep 1, 2006

Global Positioning System/GIS-Based Approach for Modeling Erosion from Large Road Networks

Publication: Journal of Hydrologic Engineering
Volume 11, Issue 5

Abstract

Sediment budget analyses require watershed scale evaluation of road erosion and delivery. The Watershed Erosion Prediction Project (WEPP) model, as developed by the USDA Forest Service, simulates sediment detachment and delivery for a road, fill, and buffer system. Time and budget constraints typically prevent a comprehensive sediment loading analysis using WEPP throughout a watershed. We present an automated approach to run the hillslope version of WEPP to simulate sediment detachment and delivery for a large road network. Road attributes are acquired from global positioning system-assisted road surveys and mapped in a geographic information system (GIS). After data manipulation in GIS and Excel, the required input files for WEPP are built. The approach can be applied to multiple road designs and climate regimes, with unique attributes for each road segment. We applied the automated approach to the 3,040km2 South Fork Clearwater River watershed for 1,017km of road divided into 6,955 road segments. The availability of analysis capabilities of the WEPP results from large road networks within GIS provides a spatially explicit tool for the management and evaluation of sediment production throughout large road networks.

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Acknowledgments

This work was funded by an assistance agreement grant (Grant No. UNSPECIFIEDCP-97005001-4) from EPA through the Idaho Department of Environmental Quality (IDEQ). The writers thank Drea Traumer for organizing and conducting the GPS field data collection along with Jamie Lee Davis, Grant Traeumer, Stephanie Hallock, and Josh Linard.

References

Bunte, K., and MacDonald, L. H. (1999). “Scale considerations and the detectability of sedimentary cumulative watershed effects.” Technical Bulletin No. 776, National Council for Air and Stream Improvement, Research Triangle Park, N.C.
Burroughs, E. R., Jr. (1990). “Predicting onsite sediment yield from forest roads.” Proc., 21st Conf. Int. Erosion Control Association, Erosion Control: Technology in Transition, Washington, D.C., 223–232.
Busteed, P. R., Turton, D. J., and Nettles, J. (2005). “Erosion from an established forest road in the Ouachita Mountains.” Watershed Management to Meet Water Quality Standards and Emerging TMDL (Total Maximum Daily Load) Proc., 3rd Conf., Atlanta, ASAE, St. Joseph, Mich.
Elliot, W. J. (2004). “WEPP internet interfaces for forest erosion prediction.” J. Am. Water Resour. Assoc., 40(2), 299–309.
Elliot, W. J., and Foltz, M. (2001). “Validation of the FSWEPP interfaces for forest roads and disturbances.” Proc., 2001 Annual Int. Meeting, Sacremento, ASAE, St. Joseph, Mich. No. 01-8009.
Elliot, W. J., Foltz, R. B., and Luce, C. H. (1999a). “Modeling low-volume road erosion.” Transportation Research Record, 1652, Transportation Research Board, Washington, D.C., 244–249.
Elliot, W. J., and Hall, D. E. (1997). “Water Erosion Prediction Project (WEPP) forest applications.” General Technical Rep. No. INT-GTR-365, USDA Forest Service, Intermountain Research Station, Ogden, Utah.
Elliot, W. J., Hall, D. E., and Graves, S. R. (1999b). “Predicting sedimentation from forest roads.” J. For., 97(8), 23–29.
Elliot, W. J., Hall, D. E., and Scheele, D. L. (1999c). “WEPP:Road, WEPP interface for predicting forest road runoff, erosion and sediment delivery.” ⟨http://forest.moscowfsl.wsu.edu/fswepp/docs/wepproaddoc.html⟩.
Elliot, W. J., and Lewis, S. A. (2000). “Linking the WEPP model to stability models.” Proc., ASAE Annual Int. Meeting, Milwaukee, ASAE, St. Joseph, Mich., No. 002150.
Elliot, W. J., Liebenow, A. M., Laflen, J. M., and Kohl, K. D. (1989). “A compendium of soil erodibility data from WEPP cropland soil field erodibility experiments 1987 & 88.” Rep. 3, USDA-ARS, National Soil Erosion Research Laboratory, West Lafayette, Ind.
Elliot, W. J., and Tysdal, T. M. (1999). “Understanding and reducing erosion from insloping roads.” J. For., 97(8), 30–34.
Flanagan, D. C., and Livingston, S. J. (1995). “WEPP user summary.” NSERL Rep. 11, USDA-ARS National Soil Erosion Research Laboratory, West Lafayette, Ind.
Flanagan, D. C., and Nearing, M. A. (1995). “USDA-Water Erosion Prediction Project hillslope profile and watershed model documentation.” NSERL Rep. 10, USDA-ARS-MWA, West Lafayette, Ind.
Foltz, R. B. (1996). “Traffic and no-traffic on an aggregate surfaced road: Sediment production differences.” Proc., Food and Agriculture Organization (FAO) Seminar on “Environmentally Sound Forest Road and Wood Transport”, Sinaia, Romania FAO, Rome, 195–204.
Foltz, R. B., and Elliot, W. J. (1998). “Measuring and modeling impacts of tyre pressure on road erosion.” Proc., Seminar on Environmentally Sound Forest Roads and Wood Transport, Sinaia, Romania, FAO, Rome, 205–214. ⟨http://www.fao.org/docrep/X0622E/X0622E00.htm
Frankenberger, J. R., Brooks, E. S., Walter, M. T., Walter, M. F., and Steenhuis, T. S. (1999). “A GIS-based variable source area model.” Hydrolog. Process., 13(6), 804–822.
Gloss, D. J. (1995). “Evaluation of the NEZSED sediment yield model using data from forested watersheds in north-central Idaho.” Master's thesis, Univ. of Idaho, Moscow, Id.
Idaho Department of Environmental Quality (IDEQ). (2001). “Priest River subbasin assessment and total maximum daily load.” Boise, Id. ⟨http://www.deq.state.id.us/water/data_reports/surface_water/tmdls/priest_river/priest_river.cfm
Idaho Department of Environmental Quality (IDEQ). (2002). “South Fork Clearwater River subbasin assessment and total maximum daily load.” Boise, Id. ⟨http://www.deq.state.id.us/water/data_reports/surface_water/tmdls/clearwater_river_sf/clearwater_river_sf.cfm
Idaho Department of Lands (IDL). (2000). “Forest practices cumulative watershed effects process for Idaho.” Idaho Dept. of Lands, Boise, Id. ⟨http://www.idl.idaho.gov/Bureau/ForestAssist/CWE-Combined.pdf⟩ (June 8, 2006).
McClelland, D. E., et al. (1999). “Relative effects on a low-volume road system of landslides resulting from episodic storms in Northern Idaho.” Proc., 7th Int. Conf. on Low-Volume Roads, Baton Rouge, La. Transportation Research Record, 1652, Transportation Research Board, Washington, D.C., 235–243.
Patten, R. (1989). “Watershed response model for forest management.” WATBAL technical users guide, Clearwater National Forest, Orofino, Id.
Potyondy, J. P., Cole, G. F., and Megahan, W. F. (1991). “A procedure for estimating sediment yields from forested watersheds.” Proc., 5th Federal Interagency Sedimentation Conf., Interagency Advisory Committee on Water Data, Subcommittee on Sedimentation, Las Vegas, Nev., 12.46–12.54.
Scheele, D. L., Elliot, W. J., and Hall, D. E. (2001). “Enhancements to the CLIGEN weather generator for mountainous or custom applications.” Soil erosion for the 21st century: Proc., Int. Symp., J. C. Ascough and D. C. Flanagan, eds., Honolulu, HI, ASAE, St. Joseph, Mich., 392–395.
U.S. Forest Service (USFS). (1992). R1-WATSED-PC handbook, USDA Forest Service Region 1, Missoula, Mont.
Washington Forest Practices Board (WFPB). (1995). Washington Forest Practices Board manual: Standard methodology for conducting watershed analysis under 222-22 WAC Version 3.0, Washington Department of Natural Resources, Forest Practices Division, Olympia, Wash.
WEPP-prep road user’s manual. (2005). Univ. of Idaho, Moscow, Id.
Western Watershed Analysts (WWA). (2000). “Comparison between Washington watershed analysis road sediment delivery assessment and Idaho cumulative watershed effects road assessment.” Final Rep. Submitted to Idaho Dept. of Environmental Quality, Lewiston, Id.
Wigmosta, M. S., Vail, L. W., and Lettenmaier, D. P. (1994). “A distributed hydrology-soil-vegetation model for complex terrain.” Water Resour. Res., 30, 1665–1679.
Wu, J. Q., Place, M. K., and Elliot, W. J. (2000). “Modeling soil erosion from insloping forest roads with impoundment or surface cross drain structures.” Proc., Conf. on Watershed Management and Operations Management 2000, M. Flug, D. Frevert, and D. W. Watkins, Jr., eds., ASCE Reston, Va.

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Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 11Issue 5September 2006
Pages: 418 - 426

History

Received: Mar 10, 2004
Accepted: Dec 22, 2005
Published online: Sep 1, 2006
Published in print: Sep 2006

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Authors

Affiliations

Erin S. Brooks [email protected]
Research Support Scientist, Dept. of Biological and Agricultural Engineering, Univ. of Idaho, Moscow, ID 83844-2060 (corresponding author). E-mail: [email protected]
Jan Boll
Associate Professor, Dept. of Biological and Agricultural Engineering, Univ. of Idaho, Moscow, ID 83844-2060.
William J. Elliot
Project Leader, Rocky Mountain Research Station, USDA-Forest Service, Moscow, ID 83843.
Tom Dechert
TMDL Project Manager, Idaho Dept. of Environmental Quality, Lewiston, ID 83501.

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