Environmentally Sensitive Channel- and Bank-Protection Measures (2005)

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BIBLIOGRAPHY The following is a complete list of all documents, including web pages, used in preparing the technique guidelines and spe- cial topics for this report. The accompanying CD includes this list of documents under References. The full texts of items in this list that end with (pdf) are also available on the CD. Abbe, T. B., Montgomery, D. R., and Petroff, C., “Design of Stable In-Channel Wood Debris Structures for Bank Protection and Habitat Restoration: An Example from the Cowlitz River, WA.” In Management of Landscapes Disturbed by Channel Incision, Stabilization, Rehabilita- tion, and Restoration (S.Y. Wang, E. Langendoen, and F. D. Shields, Jr., eds.), Center for Computational Hydro- science and Engineering, University of Mississippi, Oxford, Miss. (1997) pp. 809–815. Abramson, L. W., Lee, T. S., Sharma, S., and Boyce, G. M., Slope Stability and Stabilization Methods. John Wiley & Sons, New York (1996). Abt, S. R., Wittler, R. J., Ruff, J. F., LaGrone, D. L., Khat- tak, M. S., Nelson, J. D., Hinkle, N. E., and Lee, D. W. Development of Riprap Design Criteria by Riprap Testing in Flumes: Phase II. U.S. Nuclear Regulatory Commis- sion, NUREG/CR-4651, Washington, D.C. (1988). Aldridge, B. N., and Garrett, J. M., Roughness Coefficients for Stream Channels in Arizona. U.S. Geological Survey Open-File Report (1973) p. 87. Allen, H., and Leech, J. R., Bioengineering for Streambank Erosion Control: Report 1, Guidelines. Technical Report EL-97-8, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss. (1997) 90 pp. (pdf) Allen, H. H., and Fischenich, J. C., Brush Mattresses for Streambank Erosion Control. EMRRP Technical Notes Collection, ERDC TN EMRRP-SR-23, U.S. Army Engineer Research and Development Center, Vicksburg, Miss. (2001). (pdf) Allen, H. H., and Fischenich, J. C., Coir Geotextile Roll and Wetland Plants for Streambank Erosion Control. EMRRP Technical Notes Collection, ERDC TN-EMRRP-SR-04, U.S. Army Engineer Research and Development Center, Vicksburg, Miss. (2000). (pdf) Anderson, A. G., Paintal, A. J., and Davenport, J. T., Tenta- tive Design Procedure for Riprap Lined Channels. Saint Anthony Falls Hydraulic Lab., Project Report No. 96, Uni- versity of Minnesota, Minneapolis, Minn. (1968). 16 Andrews, E. D., “Effective and Bankfull Discharge of Streams in the Yampa Basin, Western Wyoming.” Journal of Hydrology, Vol. 46 (1980) pp. 311–330. Anonymous, “Research Begins on Bat Friendly Bridge Designs.” Bats, Vol. 12, No. 4 (1994) pp.18–19. Arcement, George J. Jr., and Schneider, Verne R., Guide for Selecting Manning’s Roughness Coefficients for Natural Channels and Flood Plains. Water-Supply Paper 2339, U.S. Geological Survey (1989). (pdf) Austin, D. N., and Theisen, M. S., “BMW Extends Vegeta- tion Performance Limits.” Geotechnical Fabrics Report, April/May (1994). Austin, D. N., and Driver, T., “Classifying Rolled Erosion Control Products.” Erosion Control, Vol. 2, No. 1 (1995) pp. 48–53. Barnes, H. H., Jr., Roughness Characteristics of Natural Channels. (U.S. Geological Survey Water-Supply Paper 1849) (1967) p. 213. Available at http://water.usgs. gov/pubs/wsp/wsp_1849. Accessed January 2004. Barton, J. R., and Cron, F. W., Restoration of Fish Habitat in Relocated Streams. FHWA-IF-79-3, U.S.DOT, FHWA (1979). Bates, K., Barnard, B., Heiner, B., Klavas, P., and Powers, P., Fish Passage Design at Road Culverts: A Design Manual for Fish Passage at Road Crossings. Washington Department of Fish and Wildlife, Habitat and Lands Program, Environmental Engineering Division, Olympia (1999). Bathurst, J. C., “Distribution of Boundary Shear Stress in Rivers.” In Adjustments of the Fluvial System (D. D. Rhodes and G. P. Williams, eds.), Kendall/Hunt Pub. Co., Dubuque, Iowa (1979) pp. 95–116. Bentrup, G., and Hoag, J. C., The Practical Streambank Bioengineering Guide. USDA Natural Resources Conser- vation Service, Plant Materials Center, Aberdeen, Idaho (1998). (pdf) Biedenharn, D. S., Copeland, R. R., Thorne, C. R., Soar, P. J., Hey, R. D., and Watson, C. C., Effective Discharge Calculation: A Practical Guide. ERDC/CHL TR-00-15, U.S. Army Corps of Engineers, Engineer Research and Development Center, Vicksburg, Miss. (2000). (pdf) Biedenharn, D. S., Elliott, C. M., and Watson, C. C., The WES Stream Investigation and Streambank Stabilization Handbook. U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss. (1997). (pdf)

Biedenharn, D. S., Elliott, C. M., and Watson, C. C., Stream- bank Stabilization Handbook (CD-ROM). Veri-Tech, Inc., Vicksburg, Miss. (1998). Biedenharn, D. S., Thorne, C. R., Soar, P. J., Hey, R. D., and Watson, C. C., “Effective Discharge Calculation Guide.” International Journal of Sediment Research, Vol. 16, No. 4 (2001) pp. 445–459. Blotz, L., Benson, C. H., and Boutwell, G. P., “Estimating Optimum Water Content and Maximum Dry Unit Weight for Compacted Clays.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 124, No. 9 (1998) pp. 907–912. (pdf) Bonaparte, R., Holtz, R. D., and Giroud, J. P., “Soil Rein- forcement Design Using Geotextiles and Geogrids.” In Geotextile Testing and the Design Engineer (J. E. Fluet, Jr., ed.), ASTM STP 952, American Society for Testing and Materials, Philadelphia, Pa. (1987) pp. 69–116. Boyd, K. 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J., and Ward, J. W., “Response of Juvenile Coho Salmon and Steelhead to Placement of Large Woody Debris in a Coastal Washington Stream.” Journal of Fisheries Management, Vol. 17, No. 4 (1997) pp. 947–963. Chen, Y. H., and Cotton, G. K., Design of Roadside Chan- nels with Flexible Linings. HEC-15, U.S.DOT, FHWA (1988). (pdf) Cheng, F., “Geo-Cells: A First for Alberta Transportation.” TSB Newsletter, Vol. 2, No. 2 (2003). Chow, V. T., Open-Channel Hydraulics. McGraw-Hill Book Company, New York (1959). Christopher, B. R., and Fischer, G. R., “Geotextile Filtration Principles, Practices and Problems.” Journal of Geotextiles and Geomembranes, Vol. 11. Nos. 4–6 (1992) pp. 337–354. Christopher, B. R., and Holtz, R. D., Geotextile Engineering Manual. Report No. FHWA-TS-86/203. U.S.DOT, FHWA (1985). Christopher, B. R., and Holtz, R. D., Geotextile Construction and Design Guidelines. HI-89-050, U.S.DOT, FHWA, (1989). Clopper, P. E., Hydraulic Stability of Articulated Concrete Block Revetment Systems During Overtopping Flow. FHWA-RD-89-199, U.S.DOT, FHWA (1989). Collison, J. C., and Simon, A., “Beyond Root Reinforce- ment: The Hydrologic Effects of Riparian Vegetation on Riverbank Stability.” In Proc. 2001 Wetlands Engineering and River Restoration Conference (CD-ROM), Reno, Nev., American Society of Civil Engineers, Reston, Va. (2001). (pdf) Cooper, C. M., and Testa, S., “Examination of Revised Rapid Bioassessment Protocols in a Watershed Disturbed by Channel Incision.” Bulletin of the North American Ben- thological Society, Vol. 16, No. 1 (1999) p. 198. Copeland, R. R., “Determination of Flow Resistance Coeffi- cients Due to Shrubs and Woody Vegetation.” Coastal

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