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

Artificial Intelligence and Rubble-Mound Breakwater Stability

View through CrossRef
Breakwaters are coastal structures constructed to shelter a harbour basin from waves. There are two main types: rubble-mound breakwaters, consisting of various layers of stones or concrete pieces of different sizes (weights), making up a porous mound; and vertical breakwaters, impermeable and monolythic, habitually composed of concrete caissons. This article deals with rubble-mound breakwaters. A typical rubble-mound breakwater consists of an armour layer, a filter layer and a core. For the breakwater to be stable, the armour layer units (stones or concrete pieces) must not be removed by wave action. Stability is basically achieved by weight. Certain types of concrete pieces are capable of achieving a high degree of interlocking, which contributes to stability by impeding the removal of a single unit. The forces that an armour unit must withstand under wave action depend on the hydrodynamics on the breakwater slope, which are extremely complex due to wave breaking and the porous nature of the structure. A detailed description of the flow has not been achieved until now, and it is unclear whether it will be in the future in view of the turbulent phenomena involved. Therefore the instantaneous force exerted on an armour unit is not, at least for the time being, amenable to determination by means of a numerical model of the flow. For this reason, empirical formulations are used in rubble-mound design, calibrated on the basis of laboratory tests of model structures. However, these formulations cannot take into account all the aspects affecting the stability, mainly because the inherent complexity of the problem does not lend itself to a simple treatment. Consequently the empirical formulations are used as a predesign tool, and physical model tests in a wave flume of the particular design in question under the pertinent sea climate conditions are de rigueur, except for minor structures. The physical model tests naturally integrate all the complexity of the problem. Their drawback lies in that they are expensive and time consuming. In this article, Artificial Neural Networks are trained and tested with the results of stability tests carried out on a model breakwater. They are shown to reproduce very closely the behaviour of the physical model in the wave flume. Thus an ANN model, if trained and tested with sufficient data, may be used in lieu of the physical model tests. A virtual laboratory of this kind will save time and money with respect to the conventional procedure.
Title: Artificial Intelligence and Rubble-Mound Breakwater Stability
Description:
Breakwaters are coastal structures constructed to shelter a harbour basin from waves.
There are two main types: rubble-mound breakwaters, consisting of various layers of stones or concrete pieces of different sizes (weights), making up a porous mound; and vertical breakwaters, impermeable and monolythic, habitually composed of concrete caissons.
This article deals with rubble-mound breakwaters.
A typical rubble-mound breakwater consists of an armour layer, a filter layer and a core.
For the breakwater to be stable, the armour layer units (stones or concrete pieces) must not be removed by wave action.
Stability is basically achieved by weight.
Certain types of concrete pieces are capable of achieving a high degree of interlocking, which contributes to stability by impeding the removal of a single unit.
The forces that an armour unit must withstand under wave action depend on the hydrodynamics on the breakwater slope, which are extremely complex due to wave breaking and the porous nature of the structure.
A detailed description of the flow has not been achieved until now, and it is unclear whether it will be in the future in view of the turbulent phenomena involved.
Therefore the instantaneous force exerted on an armour unit is not, at least for the time being, amenable to determination by means of a numerical model of the flow.
For this reason, empirical formulations are used in rubble-mound design, calibrated on the basis of laboratory tests of model structures.
However, these formulations cannot take into account all the aspects affecting the stability, mainly because the inherent complexity of the problem does not lend itself to a simple treatment.
Consequently the empirical formulations are used as a predesign tool, and physical model tests in a wave flume of the particular design in question under the pertinent sea climate conditions are de rigueur, except for minor structures.
The physical model tests naturally integrate all the complexity of the problem.
Their drawback lies in that they are expensive and time consuming.
In this article, Artificial Neural Networks are trained and tested with the results of stability tests carried out on a model breakwater.
They are shown to reproduce very closely the behaviour of the physical model in the wave flume.
Thus an ANN model, if trained and tested with sufficient data, may be used in lieu of the physical model tests.
A virtual laboratory of this kind will save time and money with respect to the conventional procedure.

Related Results

Artificial Intelligence and Rubble-Mound Breakwater Stability
Artificial Intelligence and Rubble-Mound Breakwater Stability
Breakwaters are coastal structures constructed to shelter a harbour basin from waves. There are two main types: rubble-mound breakwaters, consisting of various layers of stones or ...
PENGARUH KEMIRINGAN GRADIEN SUBMERGED BREAKWATER TERHADAP GELOMBANG DATANG
PENGARUH KEMIRINGAN GRADIEN SUBMERGED BREAKWATER TERHADAP GELOMBANG DATANG
Sebagian besar pantai di sisi barat pulau Sumatera merupakan pantai wisata. Keindahan pantai dapat meningkatkan perekonomian masyarakat ternyata diikuti oleh ancaman gelombang swel...
Rubble-mound Structure Design In The Coastal Environment
Rubble-mound Structure Design In The Coastal Environment
"The main aims of this thesis were to investigate the main aspects of the design and implementation of rubble-mound structures as a form of shoreline stabilisation and coastal defe...
Karakteristik Gelombang Laut pada Rencana Pembangunan Breakwater di Pelabuhan Tanjung Adikarto
Karakteristik Gelombang Laut pada Rencana Pembangunan Breakwater di Pelabuhan Tanjung Adikarto
ABSTRAKDesain breakwater pada pembangunan Pelabuhan Tanjung Adikarto telah beberapa kali mengalami perubahan sejak tahun 2003. Pelaksanaan konstruksi breakwater sisi barat dan sisi...
Modeling Ice Rubble Fields Around Arctic Offshore Structures
Modeling Ice Rubble Fields Around Arctic Offshore Structures
ABSTRACT Ice rubble fields, extensive accumulations of fractured ice broken out of a moving ice sheet, form around most Arctic offshore structures located in a dy...
Ice Rubble Field Stability
Ice Rubble Field Stability
ABSTRACT Artificial islands, built as exploratory drilling platforms in the shallow waters of the southern Beaufort Sea, cause the broken ice pile-ups to form aro...

Back to Top