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A reliability-based probabilistic evaluation of the wave-induced scour depth around marine structure piles

, 2020
In this study, a probabilistic framework was employed to evaluate the relationship among the wave parameters, seabed sediment conditions, and pile groups geometry and the wave-induced-scour depth around pile installed in the marine environment ...
F. Homaei, M. Najafzadeh
semanticscholar   +1 more source

Scour‐depth Prediction Under Armoring Conditions

Journal of Hydraulic Engineering, 1989
A simple procedure is proposed to predict scour depth on an alluvial bed having graded materials under certain flow conditions that can produce an armor layer at the bed surface. The procedure is based on calculation of an active or mixing layer that supplies the fine particles to the sediment load transported by the flow and from where all the heavier
openaire   +1 more source

Prediction of current-induced scour depth around pile groups using MARS, CART, and ANN approaches

, 2020
Scour around piles is considered as one of the most important phenomena which could undermine the stability of piles. Data-driven methods are now being used more and more to predict complex phenomena such as scour around of pile groups.
M. Samadi   +3 more
semanticscholar   +1 more source

Experimental Analysis of the Scour Pattern Modeling of Scour Depth Around Bridge Piers

Arabian Journal for Science and Engineering, 2017
Bridge pier scouring measurement in the field, especially during flood season, is very difficult. This study experimentally investigated the pier scour pattern to find better alternatives to represent the actual field conditions. For this purpose, piers of different shapes (circular and square) and different sizes were modeled in the laboratory.
Mujahid Khan   +4 more
openaire   +1 more source

Limits on Coastal Scour Depths due to Tsunami

International Efforts in Lifeline Earthquake Engineering, 2013
Tsunami scour has received increasing attention over the past decade, given its role as a critical failure mode for building damage and, in particular, the wide scale damage to infrastructure resulting from the 2004 Sumatra Andaman Tsunami and the 2011 Tohoku Tsunami.
Susan P. Tonkin   +2 more
openaire   +1 more source

Evolution of Scour Depth at Circular Bridge Piers

Journal of Hydraulic Engineering, 2004
Experiments of bridge pier scour are carried out under steady and unsteady clear-water scour conditions with uniform and nonuniform sediments. Around the pier nose, the sediment size variation of surface bed materials is investigated, and a regressed formula is obtained for estimating the mixing layer thickness in terms of median sediment size and ...
Wen-Yi Chang   +2 more
openaire   +1 more source

Particle swarm optimization model to predict scour depth around a bridge pier

Frontiers of Structural and Civil Engineering, 2019
Scour depth around bridge piers plays a vital role in the safety and stability of the bridges. The former approaches used in the prediction of scour depth are based on regression models or black box models in which the first one lacks enough accuracy ...
Shahaboddin Shamshirband   +2 more
semanticscholar   +1 more source

Estimation of scour depth around submerged weirs using self-adaptive extreme learning machine

Journal of Hydroinformatics, 2019
In this study, the equilibrium scour depth downstream of the weir (ds-a), the maximum scour depth downstream of the weir (ds-max), the equilibrium scour depth upstream of the weir (dus-a) and the maximum scour depth upstream of the weir (dus-max) were ...
M. R. G. Nou   +3 more
semanticscholar   +1 more source

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