Numerical simulation of hydrodynamics and bank erosion in a river bend

Author:

Rinaldi Massimo1,Mengoni Beatrice2,Luppi Laura1,Darby Stephen E.3,Mosselman Erik4

Affiliation:

1. Department of Civil and Environmental Engineering; University of Florence; Florence Italy

2. Centre of Research and Advanced Education for Hydrogeological Risk Prevention; Retignano Italy

3. School of Geography; University of Southampton; Southampton UK

4. Deltares and Delft University of Technology; Delft Netherlands

Publisher

American Geophysical Union (AGU)

Subject

Water Science and Technology

Reference59 articles.

1. Agresti , F. 2005 Modellamento dei processi di arretramento di una sponda del Fiume Cecina Univ. di Firenze Florence, Italy

2. A compact constant-head permeameter for measuring saturated hydraulic conductivity of the vadose zone;Amoozegar;Soil Sci. Soc. Am. J.,1989

3. Arulanandan , K. E. Gillogley R. Tully 1980 Development of a quantitative method to predict critical shear stress and rate of erosion of natural undisturbed cohesive soils Rep. GL 80 5 U. S. Army Corps of Eng., Waterways Exp. Stn. Vicksburg, Miss.

4. Magnitude and variation in the contribution of bank erosion to the suspended sediment load of the River Severn, UK;Bull;Earth Surf. Processes Landforms,1997

5. Pore water pressure and streambank stability: Results from a monitoring site on the Sieve River, Italy;Casagli;Earth Surf. Processes Landforms,1999

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