In situ soil pipeflow experiments on contrasting streambank soils

Transactions of the ASABE

Volumn 56, Issue 2, 2013, Pages 479-488

  Midgley, T L ^a,b   Fox, G A ^a   Wilson, G V ^c   Felice, R M ^a   Heeren, D M ^d  

^a OKLAHOMA STATE UNIVERSITY   (United States)

^b AquaTera Inc   (United States)

^c USDA ARS NATIONAL SEDIMENTATION LABORATORY   (United States)

^d UNIVERSITY OF NEBRASKA LINCOLN   (United States)

Author keywords

Erodibility; Internal erosion; Shear stress; Soil pipe; Streambank

Indexed keywords

CRITICAL SHEAR STRESS; ERODIBILITY; HYDRAULIC GRADIENTS; INTERNAL EROSION; PORE-WATER PRESSURES; SEDIMENT CONCENTRATION; SOIL-WATER PRESSURE; STREAM BANKS;

BANKS (BODIES OF WATER); EROSION; EXPERIMENTS; GEOLOGIC MODELS; RIVERS; SEDIMENTOLOGY; SEDIMENTS; SHEAR STRESS; SOIL MOISTURE; SOIL TESTING; STREAM FLOW;

TRENCHING;

EMBANKMENT; ERODIBILITY; FIELDWORK; PIPE FLOW; POREWATER; SHEAR STRESS; SOIL EROSION; SOIL MECHANICS;

MISSISSIPPI; OKLAHOMA [UNITED STATES]; UNITED STATES;

EID: 84878571859     PISSN: 21510032     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (27)

1. Anderson, A. E., M. Weiler, Y. Alila, and R. O. Hudson. 2009. Dye staining and excavation of a lateral preferential flow network. Hydrol. Earth Syst. Sci. 13(6): 935-944.
2. Bonelli, S., O. Brivois, R. Borghi, and N. Benahmed. 2006. On the modelling of piping erosion. Comptes Rendu Mecanique 334(8-9): 555-559.
3. Chu-Agor, M. L., G. V. Wilson, and G. A. Fox. 2008. Numerical modeling of bank instability by seepage erosion undercutting of layered streambanks. J. Hydrol. Eng. 13(12): 1133-1145.
4. Faulkner, H. 2006. Piping hazard on collapsible and dispersive soils in Europe. In Soil Erosion in Europe, 537-562. J. Boardman and J. Poesen, eds. Chichester, U.K.: John Wiley and Sons, Ltd.
5. Fox, G. A., and G. V. Wilson. 2010. The role of subsurface flow in Fox, G. A., G. V. Wilson, R. K. Periketi, and B. F. Cullum. 2006a. Sediment transport model for seepage erosion of streambank sediment. J. Hydrol. Eng. 11(6): 603-611.
6. Fox, G. A., G. J. Sabbagh, W. Chen, and M. Russell. 2006b. Uncalibrated modeling of conservative tracer and pesticide leaching to groundwater: Comparison of potential Tier II exposure assessment models. Pest Mgmt. Sci. 62(6): 537-550.
7. Fox, G. A., G. V. Wilson, A. Simon, E. Langendoen, O. Akay, and J. W. Fuchs. 2007a. Measuring streambank erosion due to ground water seepage: Correlation to bank pore water pressure, precipitation, and stream stage. Earth Surf. Proc. Land. 32(10): 1558-1573.
8. Fox, G. A., S. H. Pulijala, and G. J. Sabbagh. 2007b. Influence of rainfall distribution on simulations of atrazine, metolachlor, and isoxaflutole/metabolite transport in subsurface drained fields. J. Agric. Food Chem. 55(14): 5399-5407.
9. Hagerty, D. J. 1991. Piping/sapping erosion: 1. Basic considerations. J. Hydraul. Eng. 117(8): 991-1008.
10. Hanson, G. J. 1990. Surface erodibility of earthen channels at high stresses: II. Developing an in situ testing device. Trans. ASAE 33(1): 132-137.
11. Jones, J. A. A. 2010. Soil piping and catchment response. Hydrol. Proc. 24(12): 1548-1566.
12. Kosugi, K., T. Uchida, and T. Mizuyama. 2004. Numerical calculation of soil pipe flow and its effect on water dynamics in a slope. Hydrol. Proc. 18(4): 777-789.
13. Lovern, S. B., and G. A. Fox. 2012. The streambank research facility at Oklahoma State University. Resource 19(2): SP10-SP11.
14. Midgley, T. L., G. A. Fox, G. V. Wilson, D. M. Heeren, E. J. Langendoen, and A. Simon. 2012. Streambank erosion and instability induced by seepage: In-situ injection experiments. J. Hydrol. Eng. (in press): doi: 10.1061/(ASCE)HE.1943-5584.0000685.
15. Pierson, T. C. 1983. Soil pipes and slope stability. Qtly. J. Eng. Geol. and Hydrogeol. 16(1): 1-11.
16. Rhoades, P. R., L. Oldham, and G. V. Wilson. 2007. Data compilation for Conservation Effects Assessment Project: Yalobusha River watershed, Final report. Tech. Report No. 51. Oxford, Miss.: USDA-ARS National Sedimentation Laboratory.
17. Rinaldi, M., B. Mengoni, L. Luppi, S. E. Darby, and E. Mosselman. 2008. Numerical simulation of hydrodynamics and bank erosion in a river bend. Water Resour. Res. 44: W09428, doi: 10.1029/2008WR007008.
18. Sidle, R. C., H. Kitahara, T. Terajima, and Y. Nakai. 1995. Experimental studies on the effects of pipeflow on throughflow partitioning. J. Hydrol. 165(1-4): 207-219.
19. Simon, A., and S. E. Darby. 1999. The nature and significance of incised river channels. In Incised River Channels: Processes, Forms, Engineering, and Management, 3-18. S. E. Darby and A. Simon, eds. New York, N.Y.: John Wiley and Sons.
20. Swanson, M. L., G. M. Kondolf, and P. J. Boison. 1989. An example of rapid gully initiation and extension by subsurface erosion: Coastal San Mateo County, California. Geomorphology 2(4): 393-403.
21. Uchida T., K. Kosugi, and T. Mizuyama. 2001. Effects of pipeflow on hydrological process and its relation to landslide: A review of pipeflow studies in forested headwater catchments. Hydrol. Proc. 15(11): 2151-2174.
22. Wilson, G. V. 2009. Mechanisms of ephemeral gully erosion caused by constant flow through a continuous soil-pipe. Earth Surf. Proc. Land. 34(14): 1858-1866.
23. Wilson, G. V. 2011. Understanding soil-pipeflow and its role in ephemeral gully erosion. Hydrol. Proc. 25(15): 2354-2364.
24. Wilson, G. V., R. K. Periketi, G. A. Fox, S. M. Dabney, F. D. Shields Jr., and R. F. Cullum. 2007. Seepage erosion properties contributing to streambank failure. Earth Surf. Proc. Land. 32(3): 447-459.
25. Wilson, C. G., R. A. Kuhnle, D. D. Bosch, J. L. Steiner, P. J. Starks, M. D. Tomer, and G. V. Wilson. 2008. Quantifying relative contributions from sediment sources in Conservation Effects Assessment Project watersheds. J. Soil Water Conserv. 63(6): 523-531.
26. Wilson, G. V., J. Nieber, R. C. Sidle, and G. A. Fox. 2013. Internal erosion during soil pipeflow: State of the science for experimental and numerical analysis. Trans. ASABE 56(2): 465-478.
27. Zhang, T., and G. V. Wilson. 2012. Spatial distribution of collapsed pipes in Goodwin Creek watershed, Mississippi. Hydrol. Proc. (in press): doi: 10.1002/hyp.9357.