Difference between revisions of "Bank dynamics models"

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Rinaldi M., Mengoni B., Luppi L., Darby S.E., Mosselman E. (2008): Numerical simulation of hydrodynamics and bank erosion in a river bend. Water Resources Res., AGU, 44, W09428.
 
Rinaldi M., Mengoni B., Luppi L., Darby S.E., Mosselman E. (2008): Numerical simulation of hydrodynamics and bank erosion in a river bend. Water Resources Res., AGU, 44, W09428.
 
http://onlinelibrary.wiley.com/doi/10.1029/2008WR007008/abstract
 
http://onlinelibrary.wiley.com/doi/10.1029/2008WR007008/abstract
 +
 +
Rinaldi M. and Nardi L. (2013) – Modelling interactions between river bank hydrology and mass failures. Journal of Hydrologic Engineering, 10, 1231-1240.
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doi: 10.1061/(ASCE)HE.1943-5584.0000716.
  
 
Simon A., Curini A., Darby S. E., Langendoen E.J. (2000): Bank and near-bank processes in an incised channel. Geomorphology 35, 193–217.
 
Simon A., Curini A., Darby S. E., Langendoen E.J. (2000): Bank and near-bank processes in an incised channel. Geomorphology 35, 193–217.

Revision as of 16:05, 17 October 2014

Bank dynamics models

Type

Hydromorphological models

Basic principles

Geomechanical equations for bank stability, possibly combined with equations for river flow (or interface with hydrodynamic or morphodynamic model) and equations for groundwater flow (or interface with groundwater model).

Outputs

Bank stability, bank geometry, rate of bank retreat, amount of bank erosion products.

Rivertypes

Related Pressures

Related Measures


Useful references

Selected software systems

BSTEM (Bank Stability and Toe Erosion Model): http://www.ars.usda.gov/Research/docs.htm?docid=5044

Theoretical background

Darby S.E., Gessler D., Thorne C.R. (2000): Computer program for stability analysis of steep, cohesive riverbanks. Earth Surface Processes and Landforms, 25(2), 175-190. http://onlinelibrary.wiley.com/doi/10.1002/%28SICI%291096-9837%28200002%2925:2%3C175::AID-ESP74%3E3.0.CO;2-K/abstract

Darby S. E. and Thorne C. R. (1996): Development and testing of river-bank stability analysis, J. Hydr. Engrg., 122 (8), 443–454. http://ascelibrary.org/doi/abs/10.1061/%28ASCE%290733-9429%281996%29122%3A8%28443%29

Darby S. E., Rinaldi M., Dapporto S. (2007): Coupled simulations of fluvial erosion and mass wasting for cohesive river banks, J.Geophys. Res., 112, F03022. http://onlinelibrary.wiley.com/doi/10.1029/2006JF000722/abstract

Osman A.M. and Thorne C.R. (1988): Riverbank stability analysis. I: Theory. J. Hydr. Engrg., ASCE, 114 (2), pp.134-150. http://ascelibrary.org/doi/abs/10.1061/%28ASCE%290733-9429%281988%29114%3A2%28134%29

Rinaldi M. and 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.

Rinaldi M., Casagli N., Dapporto S., Gargini A. (2004): Monitoring and modelling of pore water pressure changes and riverbank stability during flow events, Earth Surf. Processes Landforms 29, 237–254. http://www.sciencedirect.com/science/article/pii/S0169555X98000695

Rinaldi M., Mengoni B., Luppi L., Darby S.E., Mosselman E. (2008): Numerical simulation of hydrodynamics and bank erosion in a river bend. Water Resources Res., AGU, 44, W09428. http://onlinelibrary.wiley.com/doi/10.1029/2008WR007008/abstract

Rinaldi M. and Nardi L. (2013) – Modelling interactions between river bank hydrology and mass failures. Journal of Hydrologic Engineering, 10, 1231-1240. doi: 10.1061/(ASCE)HE.1943-5584.0000716.

Simon A., Curini A., Darby S. E., Langendoen E.J. (2000): Bank and near-bank processes in an incised channel. Geomorphology 35, 193–217. http://www.sciencedirect.com/science/article/pii/S0169555X00000362

Thorne C.R. and Osman A.M. (1988): Riverbank stability analysis. II: Applications. J. Hydr. Engrg., ASCE, 114, (2), pp.151-172. http://ascelibrary.org/doi/abs/10.1061/%28ASCE%290733-9429%281988%29114%3A2%28151%29

Sample applications