Monitoring and modelling of pore water pressure changes and riverbank stability during flow events

Earth Surface Processes and Landforms

Volumn 29, Issue 2, 2004, Pages 237-254

  Rinaldi, Massimo ^a   Casagli, Nicola ^a   Dapporto, Stefano ^a   Gargini, Alessandro ^b  

^a UNIVERSITY OF FLORENCE   (Italy)

^b UNIVERSITY OF FERRARA   (Italy)

Author keywords

Italy; Pore water pressures; Riverbank failure; Riverbank stability; Saturated and unsaturated flow; Sieve River

Indexed keywords

FLOW OF WATER; HYDROGRAPHIC SURVEYS; PORE PRESSURE; STRESS ANALYSIS;

RIVERBANK STABILITY;

RIVERS;

BANK; FLOW MODELING; HYDRAULICS; PORE PRESSURE; RIVER CHANNEL; STABILITY;

BANK EROSION; CHANNEL HYDRAULICS; FLOW MODELING; PORE PRESSURE;

EURASIA; EUROPE; ITALY; SOUTHERN EUROPE; TUSCANY;

EID: 1542611556     PISSN: 01979337     EISSN: None     Source Type: Journal    
DOI: 10.1002/esp.1042     Document Type: Article

References (31)

1. Amoozegar A. 1989. A compact constant-head permeameter for measuring saturated hydraulic conductivity of the vadose zone. Soil Science Society of America Journal 53: 1356-1361.
2. ASCE Task Committee on Hydraulics, Bank Mechanics, and Modeling of River Width Adjustment. 1998. River width adjustment. Ι: Processes and mechanisms. Journal of Hydraulic Engineering 124: 881-902.
3. Casagli N, Rinaldi M, Gargini A, Curini A. 1999. 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: 1095-1114.
4. Daniel DE. 1987. Hydraulic conductivity tests for clay liners. In Geotechnical and Geohydrological Aspects of Waste Management, Van Zyl et al. (eds), Lewis Publishers: Chelsea, MI; 825-844.
5. Dapporto S, Rinaldi M, Casagli N, Vannocci P. 2003. Mechanisms of riverbank failure along the Arno River, Central Italy. Earth Surface Processes and Landforms 28(12): 1303-1323.
6. Darby SE, Thorne CR. 1996. Development and testing of river-bank stability analysis. Journal of Hydraulic Engineering 122(8): 443-454.
7. Department Website. 2000. University of Florence. http://www.geo.unifi.it/projects/riverbanks/gbr2000/index.html
8. Fredlund DG, Rahardjo H. 1993. Soil Mechanics for Unsaturated Soils. John Wiley & Sons: New York.
9. Fredlund DG, Morgenstern NR, Widger RA. 1978. The shear strength of unsaturated soils. Canadian Geotechnical Journal 15(3): 312-321.
10. Green RE, Corey JC. 1971. Calculation of hydraulic conductivity: a further evaluation of some predictive methods. Soil Science Society of America Proceedings 35: 3-8.
11. Hooke JM. 1979. An analysis of the processes of riverbank erosion. Journal of Hydrology 42: 39-62.
12. Lawler DM, Thorne CR, Hooke JM. 1997. Bank erosion and instability. In Applied Fluvial Geomorphology for River Engineering and Management, Thorne CR, Hey RD. Newson MD (eds). John Wiley & Sons: Chichester, UK: 137-172.
13. Little WC, Thorne CR, Murphey JB. 1982. Mass bank failure analysis of selected Yazoo Basin streams. American Society of Agricultural Engineers Transactions 25(5): 1321-1328.
14. Lohnes RA, Handy RL. 1968. Slope angles in friable loess. Journal of Geology 76(3): 247-258.
15. Lutenegger AJ, Hallberg GR. 1981. Borehole Shear Test in geotechnical investigation. American Society for Testing and Materials. Special Technical Publication 740: 566-578.
16. Osman AM, Thorne CR. 1988. Riverbank stability analysis. Part I: Theory. Journal of the Hydraulics Division, ASCE 114(2): 125-150.
17. Richards LA. 1931. Capillary conduction of liquid through porous medium. Journal of Physics 1: 318-333.
18. Rinaldi M, Casagli N. 1999. Stability of streambanks formed in partially saturated soils and effects of negative pore water pressures: the Sieve River (Italy). Geomorphology 26: 253-277.
19. Rinaldi M, Dapporto S, Casagli N. 2001. Monitoring and modelling of unsaturated flow and mechanisms of riverbank failure in gravel bed rivers. In Gravel Bed Rivers 2000, Nolan T, Thorne CR (eds). New Zealand Hydrological Society, Special Publication (CD-ROM).
20. Rinaldi M, De Rosa G, Catani F, Dapporto S, Vannocci P, Moretti S, Casagli N. 2002. Misura dell'arretramento di una sponda fluviale attraverso fotogrammetria terrestre digitale con analisi dei processi di erosione. Bollettino della Società Geologica Italiana 121: 275-287.
21. Shields FD, Bowie AJ, Cooper CM. 1995. Control of streambank erosion due to bed degradation with vegetation and structure. Water Resources Bulletin 31(3): 475-489.
22. th Federal Interagency Sedimentation Conference, Las Vegas, Nevada: 8-22-8-29.
23. Simon A, Curini A, Darby SE, Langendoen EJ. 2000. Bank and near-bank processes in an incised channel. Geomorphology 35: 193-217.
24. Springer FM Jr. Ullrich CR, Hagerty DJ. 1985. Streambank stability. Journal of Geotechnical Engineering 111(5): 624-640.
25. Thorne CR. 1982. Processes and mechanisms of river bank erosion. In Gravel-bed Rivers. Hey RD, Bathurst JC, Thorne CR (eds). Wiley: Chichester; 227-271.
26. Thorne CR. 1992. Bend scour and bank erosion on the meandering Red River, Louisiana. In Lowland Floodplain Rivers: Geomorphological Perspectives, Carling PE, Petts GE (eds). John Wiley: Chichester; 95-115.
27. Thorne CR, Murphey JB, Little WC. 1981. Bank stability and bank material properties in the bluffline streams of northwest Mississippi. Appendix D. Report to the US Army Corps of Engineers, Vicksburg District Office, on Stream Channel Stability.
28. Twidale CR. 1964. Erosion of an alluvial bank at Birdwood, South Australia. Zeitschrift für Geomorphologie 8: 189-211.
29. US Army Corps of Engineers. 1981. The Streambank Erosion Control Evaluation and Demonstration Act of 1974. Section 32, Public Law 93-251. Main Report of Final Report to Congress: Washington, D.C.
30. US Department of Agriculture. 1982. Mississippi Water and Related Land Resources. Main Report - Phase I. US Department of Agriculture, Soil Conservation Service: Jackson, Mississippi.
31. Wolman MG. 1959. Factors influencing the erosion of cohesive river banks. American Journal of Science 257: 204-216.