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Scour of rock due to high-velocity jet impact: a physically based scour model compared to Annandale's erodibility index method

A physically based engineering model has been developed at the Laboratory of Hydraulic Constructions for the evaluation of the ultimate scour depth of a jointed rock mass due to high-velocity jet impact. The model is based on experimental measurements and numerical simulations of water pressure fluctuations at plunge pool bottoms and inside underlying ...
Bollaert, E.   +2 more
openaire   +2 more sources

2D Probabilistic Scour Model for Predicting the Time-Rate of Scour for Spillways and Overtopping Dams Based on the Erodibility Index Method

Time-dependent prediction of rock scour for dams and spillways has largely remained elusive given limited available data on rock erosion rate parameters in literature. Recently, a theoretical framework for determining the rate of rock scour was developed by Annandale (2025), enhancing the Erodibility Index Method (EIM).
George, M. F., Annandale, G. W.
openaire   +1 more source

Framework for a reliability-based analysis of local scour and its effect on pile response in clay

Computers and Geotechnics, 2023
Mohammed Gabr, Azmayeen Rafat Shahriar
exaly  

Local scour by multiple slit-type energy dissipaters

Journal of Hydrodynamics, 2020
Li Yao, Jian-Hua Wu, Wu Jian-Hua
exaly  

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