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A platform for research: civil engineering, architecture and urbanism
Estimating Final Scour Depth under Clear-Water Flood Waves
In this paper we experimentally investigate the final scour depth around cylindrical piers under flood waves. Only clear-water conditions are considered. An approach to estimate the final scour depth under a flood wave is proposed, based on the local scour depth calculated with steady flow equations under peak flow conditions. The new experimental results are also used to investigate the performance of existing expressions or approaches to predict time evolution under steady and unsteady flow conditions.
Estimating Final Scour Depth under Clear-Water Flood Waves
In this paper we experimentally investigate the final scour depth around cylindrical piers under flood waves. Only clear-water conditions are considered. An approach to estimate the final scour depth under a flood wave is proposed, based on the local scour depth calculated with steady flow equations under peak flow conditions. The new experimental results are also used to investigate the performance of existing expressions or approaches to predict time evolution under steady and unsteady flow conditions.
Estimating Final Scour Depth under Clear-Water Flood Waves
López, Guillermo (author) / Teixeira, Luis (author) / Ortega-Sánchez, Miguel (author) / Simarro, Gonzalo (author)
Journal of Hydraulic Engineering ; 140 ; 328-332
2013-07-19
52013-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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