Results 41 to 50 of about 4,434 (160)
Physical Modeling of Local Scouring around Bridge Piers in Erodable Bed
The construction of bridges in alluvial channels will cause a contraction in the waterway at the bridge site. The contraction in the waterway will cause a significant scour at that site.
Thamer Ahmed Mohammed +4 more
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Scour Development in Square Pile Groups: Effects of Pile Number and Spacing
Local scour around pile group foundations poses a significant risk to hydraulic and coastal structures, particularly when multiple piles interact with complex flow patterns. This study presents a numerical investigation of local scour around pile groups
Aisyah Dwi Puspasari, Jyh-Haw Tang
doaj +1 more source
Numerical Investigation of Local Scour Around Bridge Pile-Group Foundations Under Steady Flows
Local scour around pile-group foundations is a predominant cause of hydraulic instability in bridge engineering. This study employs a fully coupled three-dimensional computational fluid dynamics model to investigate local scour around a 2 × 2 inline pile
Wentao Li +6 more
doaj +1 more source
Experimental, Analytical, and Numerical Evaluation of Bridge Pier Scouring
Due to the rising number of incidents of bridge failure, scouring around bridges has received a lot of attention. Accurate scour depth prediction is a challenge for researchers and experts, despite massive global research efforts.
Kadam Gouri, Dawari Balkrishna
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Influence of scour depth and flow velocity field on large-diameter pier group pile foundations
Sea-crossing bridges face critical challenges due to scour, which can destabilize foundations. This study investigates the scour characteristics of the large-diameter main pier of the Haiwen Bridge, with a pile diameter of 4.3 meters. Seabed changes were
Junfeng Shi +4 more
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Calculation of foundation scour for new debris flow grille dam with ground anchor and counterfort
The foundation play a significant role in the reliability of debris flow grille dam. Compared with the exposed structures, foundation scour under debris flows is more important. On the basis of a new proposed debris flow grille dam with ground anchor and
WANG Yong-sheng 1, 2, ZHANG Yan-jian 1, 2, ZHU Yan-peng 1, 2, YAN Cong 1, 2
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Laboratory Study of Local Scour Around an Array of Pile Groups in Clear-Water Scour Conditions
Current-induced local scour around pile groups weakens the capacity of structures. In this paper, experimental tests of local scour around an array of 5 × 5 pile groups were conducted in a steady current in a hydraulic flume.
Ming Gong +7 more
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Scour and Scour Protection for Bucket Foundations
A test programme has been performed to determine the scour around a bucket foundation for an offshore windturbine. furthermore the necessary scour protection has been investigated.
Larsen, Brian Juul, Frigaard, Peter
openaire +1 more source
Local scour downstream of hydraulic structures poses a major challenge in fluvial engineering, often compromising the stability of river control systems. Falling and impinging jets from Grade Control Structures (GCSs) are key contributors to cavity scour
Hossein Mohammadnezhad +2 more
doaj +1 more source
Numerical investigation of scour behavior around complex piers under flood conditions
IntroductionLocal scour at bridge piers is a primary cause resulting bridge failure, a risk that is significantly exacerbated under extreme hydrodynamic events such as floods.MethodsThis study presents a numerical investigation of the scour behavior ...
Qiang Qin +6 more
doaj +1 more source

