The effects of variability in bank material properties on riverbank stability: Goodwin Creek, Mississippi

Geomorphology

Volumn 101, Issue 4, 2008, Pages 533-543

  Parker, Chris ^a   Simon, Andrew ^b   Thorne, Colin R ^a  

^a UNIVERSITY OF NOTTINGHAM   (United Kingdom)

^b USDA ARS NATIONAL SEDIMENTATION LABORATORY   (United States)

Author keywords

Bank erosion; Bank stability model; Model uncertainty; Monte Carlo; Variability

Indexed keywords

BANK EROSION; MODELING; MONTE CARLO ANALYSIS; RIVER BANK; SOIL PROPERTY; STRENGTH;

GOODWIN CREEK; MISSISSIPPI; NORTH AMERICA; UNITED STATES; YAZOO RIVER;

EID: 53049104301     PISSN: 0169555X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geomorph.2008.02.007     Document Type: Article

References (41)

1. (Chair). American Society of Civil Engineers Task Committee on Hydraulics, Bank Mechanics and Modeling of River Width Adjustment, and Thorne C.R. River width adjustment. I: processes and mechanisms. Journal of Hydraulic Engineering 124 9 (1998) 881-902
2. (Chair). American Society of Civil Engineers Task Committee on Hydraulics, Bank Mechanics and Modeling of River Width Adjustment, and Thorne C.R. River width adjustment. II: modeling. Journal of Hydraulic Engineering 124 9 (1998) 903-917
3. Baecher G.B., and Christian J.T. Reliability and Statistics in Geotechnical Engineering (2003), John Wiley and Sons, Chichester
4. Bull L.J. Magnitude and variation in the contribution of bank erosion to the suspended sediment load of the River Severn, UK. Earth Surface Processes and Landforms 22 (1997) 1109-1123
5. Casagli N., Curini A., Gargini A., Rinaldi M., and Simon A. Effects of pore pressure on the stability of streambanks; preliminary results from the Sieve River, Italy. In: Wang S.S.Y., Langendoen E.J., and Shields Jr. F.D. (Eds). Management of landscapes disturbed by channel incision (1997), The University of Mississippi, Oxford, Mississippi 243-248
6. Casagli N., Rinaldi M., Gargini A., and Curini A. Monitoring of pore water pressure and stability of streambanks: results from an experimental site on the Sieve River, Italy. Earth Surface Processes and Landforms 24 (1999) 1095-1114
7. Coakes S.J., and Steed L.G. SPSS Analysis Without Anguish: Version 10.0 for Windows (2001), John Wiley and Sons, Australia
8. Cohen J. Statistical Power Analysis for the Behavioural Sciences (1988), Erlbaum, New Jersey
9. D'Agostino R.B., Belanger A., and D'Agostino R.B. A suggestion for using powerful and informative tests of normality. American Statistician, 44 4 (1990) 316-321
10. Darby S.E., and Thorne C.R. Stability Analysis for steep, eroding, cohesive riverbanks. Journal of Hydraulic Engineering 122 8 (1996) 443-454
11. Darby S.E., and Thorne C.R. Numerical simulation of widening and bed deformation of straight sand-bed rivers I: model development. Journal of Hydraulic Engineering 122 4 (1996) 184-193
12. Darby S.E., and Thorne C.R. Development and testing of riverbank-stability analysis. Journal of Hydraulic Engineering 122 8 (1996) 443-454
13. Darby S.E., Gessler D., and Thorne C.R. Computer program for stability analysis of steep, cohesive riverbanks. Earth Surface Processes and Landforms 25 (2000) 175-190
14. DeCoursey, D.G., 1981. Stream channel stability: comprehensive report. USDA Sedimentation Laboratory: Oxford, Mississippi.
15. Duncan J.M., Navin M., and Wolff T.F. Discussion of "Probabilistic slope stability analysis for practice". Canadian Geotechnical Journal 40 (2003) 848-850
16. El-Ramly H., Morgenstern N.R., and Cruden D.M. Probabilistic slope stability analysis for practice. Canadian Geotechnical Journal 39 (2002) 665-683
17. El-Ramly H., Morgenstern N.R., and Cruden D.M. Probabilistic assessment of stability of a cut slope in residual soil. Geotechnique 55 1 (2005) 77-84
18. Fredlund D.G., Morgenstern N.R., and Widger R.A. The shear strength of unsaturated soils. Canadian Geotechnical Journal 15 (1978) 313-321
19. Grissinger E.H., Murphey J.B., and Little W.C. Late-Quaternary valley-fill deposits in North Central Mississippi. Southeastern Geology 23 3 (1982) 147-162
20. Huang Y.H. Stability Analysis of Earth Slopes (1983), Van Nostrand Reinhold, New York
21. Lacasse S., and Nadim F. Uncertainties in characterising soil properties. Proceedings of Uncertainty '96. Geotechnical Special Publication 58 1 (1996) 49-75
22. Lohnes R., and Handy R.L. Slope angles in friable loess. Journal of Geology 76 (1968) 247-258
23. Lutenegger J.A. Borehole shear test for stiff soil. Journal of the Geotechnical Engineering Division 104 11 (1978) 1403-1407
24. Luttenegger J.A., and Hallberg B.R. Borehole shear test in geotechnical investigations. ASTM Special Publication 740 (1981) 566-578
25. Luttenegger A.J., and Timian D.A. Reproducibility of borehole shear test results in marine clay. Geotechnical Testing Journal 10 1 (1987) 13-18
26. Mitchell J.K., and Soga K. Fundamentals of Soil Behaviour (2005), John Wiley and Sons, New Jersey
27. Osman A.M., and Thorne C.R. Riverbank stability analysis I: theory. ASCE Journal of Hydraulic Engineering 114 (1988) 134-150
28. Parker, C., 2005. An investigation into the variability of bank material properties on Goodwin Creek, Mississippi. Dissertation presented for the Honours degree of BSc Geography. School of Geography: University of Nottingham.
29. Rinaldi M., and Casagli N. Stability of streambanks formed in partially saturated soils and effects of negative pore water pressures: the Sieve River (Italy). Geomorphology 26 (1999) 253-277
30. Rinaldi M., Casagli N., Dapporto S., and Gargini A. Monitoring and modelling of pore water pressure changes and riverbank stability during flow events. Earth Surface Processes and Landforms 29 (2004) 237-254
31. Simon A. A model of channel response in disturbed alluvial channels. Earth Surface Processes and Landforms 14 (1989) 11-26
32. Simon A., and Hupp C.R. Geomorphic and vegetative recovery processes along modified Tennessee streams: an interdisciplinary approach to distributed fluvial systems. IAHS Special Publication 167 (1987) 251-262
33. Simon A., and Darby S. Bank erosion processes in two incised meander bends: Goodwin Creek, Mississippi. In: Wang S., Langendoen E., and Shields F.D. (Eds). Management of Landscapes Disturbed by Channel Incision (1997), University of Mississippi, Oxford, Miss 256-261
34. Simon A., and Curini A. Pore pressure and bank stability: the influence of matric suction. Proceedings of the 1998 International Water Resources Engineering Conference, Memphis, 3-7 August vol. 1 (1998) 358-363
35. Simon A., and Collison A.J. Quantifying the mechanical and hydrological effects of riparian vegetation on streambank stability. Earth Surface Processes and Landforms 27 (2002) 527-546
36. Simon A., Rinaldi M., and Hadish G. Channel evolution in the loess area of the Midwestern United States. Proceedings of Sixth Federal Interagency Sedimentation Conference, Las Vegas, 10-14 March vol. 3 (1996) 86-93
37. Simon A., Curini A., Darby S.E., and Langendoen E. Bank and near bank processes in an incised channel. Geomorphology 35 (2000) 193-217
38. Thorne C.R., Murphey J.B., and Little W.C. Stream Channel Stability Appendix D: Bank Stability and Bank Material Properties in the Bluffline Streams of Northwest Mississippi (1981), USDA Sedimentation Laboratory, Oxford, Mississippi
39. Vanmarcke E.H. Probabalistic modelling of soil profiles. Journal of the Geotechnical Engineering Division, ASCE 103 11 (1977) 1227-1246
40. Wood, A.L., 2001. A geomorphological analysis of bank toe processes: the fate of failed blocks stored in the basal zone of incised channels [Ph.D. Thesis]. University of Nottingham, Nottingham.
41. Young P.C. Data-based mechanistic modelling, generalised sensitivity and dominant mode analysis. Computer Physics Communications 117 1 (1999) 113-129