Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Large-scale experimental study on scour around both slender and large monopiles under irregular waves

View through CrossRef
Abstract The offshore wind power is of great significance in the energy strategy. The experimental results simulated by traditional small-scale physical model may become unreliable when extrapolated to strong field scales. This work conducts large scale (1:13) experiments to study the scour hole pattern and equilibrium scour depth around both slender and large monopiles under irregular waves. The Keulegan-Carpenter (KC) number ranges from 1.01 to 8.89, and the diffraction parameter (D/L) number ranges from 0.016 to 0.056. The large-scale experiment indicates changes of maximum scour location and scour hole shape around slender monopile are associated with KC number, and the changes are different in irregular and regular waves. The accuracy of existing scour formulae under irregular waves is improved by improving the calculation of KC number. The maximum scour location around large monopile is always located on both sides, regardless of the KC and D/L numbers, but the topography of the scour hole is related to both. The scour range is at least as large as the diameter of the large monopile.
Title: Large-scale experimental study on scour around both slender and large monopiles under irregular waves
Description:
Abstract The offshore wind power is of great significance in the energy strategy.
The experimental results simulated by traditional small-scale physical model may become unreliable when extrapolated to strong field scales.
This work conducts large scale (1:13) experiments to study the scour hole pattern and equilibrium scour depth around both slender and large monopiles under irregular waves.
The Keulegan-Carpenter (KC) number ranges from 1.
01 to 8.
89, and the diffraction parameter (D/L) number ranges from 0.
016 to 0.
056.
The large-scale experiment indicates changes of maximum scour location and scour hole shape around slender monopile are associated with KC number, and the changes are different in irregular and regular waves.
The accuracy of existing scour formulae under irregular waves is improved by improving the calculation of KC number.
The maximum scour location around large monopile is always located on both sides, regardless of the KC and D/L numbers, but the topography of the scour hole is related to both.
The scour range is at least as large as the diameter of the large monopile.

Related Results

Scour Near Offshore Monopiles, Jacket-Type and Caisson-Type Structures
Scour Near Offshore Monopiles, Jacket-Type and Caisson-Type Structures
Scour near various offshore structures (monopile, caisson foundation, jacket structure) was studied by performing laboratory flume tests and numerical solutions with a semi-empiric...
Experimental Study of Local Scour Around Circularcrossing and Square-crossing Piles in Waves and Current
Experimental Study of Local Scour Around Circularcrossing and Square-crossing Piles in Waves and Current
Experimental tests of local scour around a circular-crossing pile (CCP) and a square-crossing pile (SCP) were carried out to study the effects of superimposed waves upon current in...
Homography-based continuous bridge scour depth estimation
Homography-based continuous bridge scour depth estimation
Scour monitoring in experimental environments relies primarily on visual point-wise measurements that may provide less accurate estimates of scour and its effects. To fulfil these ...
Pressure-Flow Scour under a Bridge Deck in Clear Water Conditions
Pressure-Flow Scour under a Bridge Deck in Clear Water Conditions
The issues of scouring around a bridge have become prominent in recent research mainly due to recurrent extreme weather events. Thus, designing a bridge with the appropriate protec...
A New Structural Health Monitoring System to Assess Bridge Scour
A New Structural Health Monitoring System to Assess Bridge Scour
<p>Scour action still remains the leading cause of numerous bridge failures each year and is considered one of the most destructive flood related hazards occurring ar...
Riverbed Morphologies Induced by Local Scour Processes at Single Spur Dike and Spur Dikes in Cascade
Riverbed Morphologies Induced by Local Scour Processes at Single Spur Dike and Spur Dikes in Cascade
Spur dikes are elongated structures extending from banks into rivers that mitigate erosion by forcing the flow away from the bank. The research on grouped spur dikes is insufficien...
Role of Grain Size Distribution and Pier Aspect Ratio in Scouring and Sorting around Bridge Piers
Role of Grain Size Distribution and Pier Aspect Ratio in Scouring and Sorting around Bridge Piers
Several bridge piers were visited, and their scour hole was characterized into three zones: scour, transition, and mound zones. The observed onsite sorting and scouring patterns we...
The sedimentology of river confluences
The sedimentology of river confluences
AbstractChannel confluences are key nodes within large river networks, and yet surprisingly little is known about their spatial and temporal evolution. Moreover, because confluence...

Back to Top