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A Practical Approach to Assess Combined Levee Erosion, Seepage, and Slope Stability Failure Modes
Probability of unsatisfactory performance (system response) curves were developed for seepage, slope stability, and erosion potential failure modes during a flood reduction feasibility study. The erosion-induced breaching failure mode included water-side storm surge and wave runup with or without concurrent land-side overtopping. Response curves were developed for landside and waterside slope stability and landside seepage failure modes for various hydrostatic water loads. This paper illustrates an approach for evaluating the overall system response considering levee seepage, stability, and erosion response under various hydrodynamic loading and geomorphological uncertainties.
A Practical Approach to Assess Combined Levee Erosion, Seepage, and Slope Stability Failure Modes
Probability of unsatisfactory performance (system response) curves were developed for seepage, slope stability, and erosion potential failure modes during a flood reduction feasibility study. The erosion-induced breaching failure mode included water-side storm surge and wave runup with or without concurrent land-side overtopping. Response curves were developed for landside and waterside slope stability and landside seepage failure modes for various hydrostatic water loads. This paper illustrates an approach for evaluating the overall system response considering levee seepage, stability, and erosion response under various hydrodynamic loading and geomorphological uncertainties.
A Practical Approach to Assess Combined Levee Erosion, Seepage, and Slope Stability Failure Modes
Hubel, Brian A. (Autor:in) / Letter, Jr., Joseph V. (Autor:in) / Goodhue, Marc (Autor:in) / Lee, Landris T. (Autor:in)
International Conference on Scour and Erosion (ICSE-5) 2010 ; 2010 ; San Francisco, California, United States
Scour and Erosion ; 273-282
29.10.2010
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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