Seepage erosion in layered stream bank material

Earth Surface Processes and Landforms

Volumn 34, Issue 12, 2009, Pages 1693-1701

  Lindow, Nick ^a   Fox, Garey A ^b   Evans, Robert O ^a  

^a North Carolina State University   (United States)

^b OKLAHOMA STATE UNIVERSITY   (United States)

Author keywords

Bank stability; Piping; Sapping; Shallow groundwater flow; Stream restoration

Indexed keywords

BANK STABILITY; PIPING; SAPPING; SHALLOW GROUNDWATER FLOW; STREAM RESTORATION;

CLAY MINERALS; EROSION; EXPERIMENTS; GROUNDWATER; GROUNDWATER FLOW; HYDROGEOLOGY; LYSIMETERS; MILITARY ENGINEERING; PRESSURE EFFECTS; RESTORATION; SAFETY FACTOR; SAND; SEEPAGE; SLOPE STABILITY; SOIL LIQUEFACTION; SOIL SURVEYS; SOILS;

BANK PROTECTION;

BANK EROSION; FAILURE MECHANISM; GROUNDWATER FLOW; MODELING; PIPING; RIVER BANK; SEEPAGE; SLOPE FAILURE;

EID: 70349884157     PISSN: 01979337     EISSN: 10969837     Source Type: Journal    
DOI: 10.1002/esp.1874     Document Type: Article

References (26)

1. Cancienne R, Fox GA, Simon A. 2008. Influence of seepage undercut- ting on the root reinforcement of streambanks. Earth Surface Processes and Landforms 33: 1769-1786.
2. Casagli N, Rinaldi M, Gargini A, Curini A. 1999. Pore water pressure and streambank stability: results from a monitoring site on the Sieve River, Italy. Earth Surface Processes and Landforms 24: 1095-1114.
3. Chu-Agor ML, Wilson GV, Fox GA. 2008. Numerical modeling of bank instability by seepage erosion undercutting of layered stream- banks. Journal Hydrologic Engineering 13:1133-1145.
4. Darby SE, Rinaldi M, Dapporto S. 2007. Coupled simulations of fluvial erosion and mass wasting for cohesive river banks. Journal of Geophysical Research 112: 1-15.
5. Dunne T, Moore TR, Taylor CH. 1975. Recognition and prediction of runoff-producing zones in humid regions. Hydrological Sciences Bulletin 20: 305-327.
6. Evans RO, Lilly JP, Skaggs RW, Gilliam JW. 2000. Rural land use, water movement, coastal water quality. North Carolina Cooperative Extension Service, AG-605, Raleigh, NC.
7. Fox GA, Wilson GV, Periketi RK, Cullum RF. 2006. Sediment transport model for seepage erosion of streambank sediment. Journal of Hydrologic Engineering 11: 603-611.
8. Fox GA, Wilson GV, Simon A, Langendoen E, Akay O, Fuchs JW. 2007. Measuring streambank erosion due to groundwater seepage: correlation to bank pore water pressure, precipitation and stream stage. Earth Surface Processes and Landforms 32: 1558-1573.
9. Fredlund DG, Morgenstern NR, Widger RA. 1978. Shear strength of unsaturated soils. Canadian Geotechnical Journal 15: 313-321.
10. Gee GW, Or D. 2002. Particle size analysis. In Methods of Soil Analysis, Part 4-Physical Methods, Dane JH, Topp GC (eds). American Society of Agronomy: Madison, WI; 255-289.
11. Goodwin RA. 1989. Soil Survey of Craven County, NC. USDA-SCS.
12. Hagerty DJ. 1991. Piping/sapping erosion II: identification-diagnosis. Journal of Hydraulic Engineering 117: 991-1008.
13. Heath RC. 1980. Basic elements of groundwater hydrology with refer- ence to conditions in North Carolina. US Geological Survey, Water Resources Investigations, Open File Report no. 80-44.
14. Hey RD. 2005. Natural Rivers: Mechanisms, Morphology, and Management Short Course. Atlantic Beach, NC, January.
15. Howard AD, McLane CF. 1988. Erosion of cohesionless sediment by groundwater seepage. Water Resources Research 24: 1659-1674.
16. Kirkby, M. J. 1975. Hydrograph Modeling Strategies. Dept. of Geography: University of Leeds.
17. Lindow NL. 2007. Channel evolution and sediment transport pro- cesses in a restored sand bed stream. Dissertation (PhD), North Carolina State University, Raleigh, NC.
18. Rinaldi M, Casagli N. 1999. Stability of streambanks formed in par- tially saturated soils and effects of negative pore water pressures: the Sieve River (Italy). Geomorphology 26: 253-277.
19. Rosgen DL. 2006. Watershed assessment of river stability and sedi- ment supply. Wildland Hydrology Books: Fort Collins, CO; 2-35.
20. Simon A, Curini A, Darby SE, Langendoen EJ. 2000. Bank and near- bank processes in an incised channel. Geomorphology 35: 193-217.
21. Simon A, Thomas, RE, Curini A, Shields FD Jr. 2002. Case study: channel stability of the Missouri River, Eastern Montana. Journal of Hydraulic Engineering 128: 880-890.
22. Springer FM, Ullrich C, Hagerty DJ. 1985. Streambank stability. Journal of Geotechnical Engineering 111: 624-640.
23. Ullrich CR, Hagerty DJ, Holberg RW. 1986. Surficial failures of allu- vial streambanks. Canadian Geotechnical Journal 23: 304-316.
24. United States Department of Agriculture. 2007. National Soil Survey Handbook, title 430-VI, Natural Resources Conservation Service. (http://soils.usda.gov) accessed: 24-08-2007.
25. van Genuchten MT. 1980. Predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal 44: 892-898.
26. Wilson GV, Periketi RK, Fox GA, Dabney SM, Shields FD, Cullum RF. 2006. Soil properties controlling seepage erosion contributions to streambank failure. Earth Surface Processes and Landforms 32: 447-459.