4.5 Article

Prediction of pile group scour in waves using support vector machines and ANN

Journal

JOURNAL OF HYDROINFORMATICS
Volume 13, Issue 4, Pages 609-620

Publisher

IWA PUBLISHING
DOI: 10.2166/hydro.2010.107

Keywords

ANN; pile group; scour depth; soft computing approaches; SVM

Funding

  1. Iran University of Science and Technology

Ask authors/readers for more resources

Scour around pile groups is rather complicated and not yet fully understood due to the fact that it arises from the triple interaction of fluid-structure-seabed. In this study, two data mining approaches, i.e. Support Vector Machines (SVM) and Artificial Neural Networks (ANN), were applied to estimate the wave-induced scour depth around pile groups. To consider various arrangements of pile groups in the development of the models, datasets collected in the field and laboratory studies were used and arrangement parameters were considered in the models. Several non-dimensional controlling parameters, including the Keulegan-Carpenter number, pile Reynolds number, Shield's parameter, sediment number, gap to diameter ratio and number of piles were used as the inputs. Performances of the developed SVM and ANN models were compared with those of existing empirical methods. Results indicate that the data mining approaches used outperform empirical methods in terms of accuracy. They also indicate that SVM will provide a better estimation of scour depth than ANN (back-propagation/multi-layer perceptron). Sensitivity analysis was also carried out to investigate the relative importance of non-dimensional parameters. It was found that the Keulegan-Carpenter number and gap to diameter ratio have the greatest effect on the equilibrium scour depth around pile groups.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.5
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

Article Computer Science, Interdisciplinary Applications

Prediction of mean wave overtopping at simple sloped breakwaters using kernel-based methods

Shabnam Hosseinzadeh, Amir Etemad-Shahidi, Ali Koosheh

Summary: This study evaluates the capabilities of two kernel-based methods (GPR and support vector regression) in predicting the mean wave overtopping rate at sloped breakwaters, showing their superiority over artificial neural networks and empirical formulas. By testing different parameter combinations, the optimal input combination was proposed, demonstrating the reliability of kernel-based models in terms of physical representation of the overtopping phenomenon.

JOURNAL OF HYDROINFORMATICS (2021)

Editorial Material Engineering, Civil

Closure to Revisiting Longshore Sediment Transport Formulas by Saeed Shaeri, Amir Etemad-Shahidi, and Rodger Tomlinson

Saeed Shaeri, Amir Etemad-Shahidi, Rodger Tomlinson

JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING (2021)

Article Engineering, Civil

The stability of berm breakwaters, state of art and sensitivity analysis

Mohammed Al-Ogaili, Amir Etemad-Shahidi, Nick Cartwright, Sigurdur Sigurdarson

Summary: The study highlighted the importance of berm recession in the design and assessment of berm breakwaters, with different recession formulas showing varying performances. The stability number was found to be the significant parameter influencing recession, but there was inconsistency regarding the influence of T0 on recession amongst the formulas. Some formulas performed better in predicting recession, such as Sigurdarson and Van der Meer (2013) formula, showing better accuracy in this case.

COASTAL ENGINEERING (2022)

Article Engineering, Civil

Experimental study of wave overtopping at rubble mound seawalls

Ali Koosheh, Amir Etemad-Shahidi, Nick Cartwright, Rodger Tomlinson, Marcel R. A. van Gent

Summary: This study investigates the wave overtopping rate at rubble mound seawalls through physical model tests and proposes a new formula which significantly improves prediction accuracy compared to existing empirical formulae.

COASTAL ENGINEERING (2022)

Article Engineering, Civil

A multi-model ensemble to investigate uncertainty in the estimation of wave-driven longshore sediment transport patterns along a non-straight coastline

Amin Reza Zarifsanayei, Jose A. A. Antolinez, Amir Etemad-Shahidi, Nick Cartwright, Darrell Strauss

Summary: This paper investigates the uncertainty of longshore sediment transport (LST) rates along a non-straight coastline using an ensemble modeling framework. The results show that the uncertainty of LST rates is higher for open coasts compared to semi-sheltered coasts, with the choice of wave transformation methods being a major factor in the annual uncertainty.

COASTAL ENGINEERING (2022)

Article Environmental Sciences

Uncertainties in the Projected Patterns of Wave-Driven Longshore Sediment Transport Along a Non-straight Coastline

Amin Reza Zarifsanayei, Jose A. A. Antolinez, Amir Etemad-Shahidi, Nick Cartwright, Darrell Strauss, Gil Lemos

Summary: This study quantifies uncertainties in potential longshore sediment transport (LST) rate changes along a non-straight coastline. The study addresses four main sources of uncertainty, including emission scenarios, Global Circulation Model-driven offshore wave datasets, LST models, and their interactions. Two ensemble modelling frameworks are used to analyze these uncertainties. The results show that bias correction can reduce the range of uncertainty in LST projections. However, no robust projected changes in LST rates on annual and seasonal scales were found.

FRONTIERS IN MARINE SCIENCE (2022)

Correction Engineering, Civil

On the stability of rock armored rubble mound structures (vol 158, 103655, 2020)

Amir Etemad-Shahidi, Meysam Bali, Marcel R. A. van Gent

COASTAL ENGINEERING (2022)

Article Engineering, Environmental

Impacts of atmospheric stilling and climate warming on cyanobacterial blooms: An individual-based modelling approach

Mohammad Hassan Ranjbar, David P. Hamilton, Amir Etemad-Shahidi, Fernanda Helfer

Summary: This study investigates the impact of atmospheric stilling on the distribution of Microcystis blooms. The results highlight the importance of considering dynamic variations in colony size for accurate prediction of cyanobacterial bloom development and decay. The findings suggest that atmospheric stilling needs to be included in projections of changes in the frequency, distribution and magnitude of blooms of buoyant, colony-forming cyanobacteria under climate change.

WATER RESEARCH (2022)

Article Engineering, Civil

On the mean overtopping rate of rubble mound structures

Amir Etemad-Shahidi, Ali Koosheh, Marcel R. A. van Gent

Summary: This study focuses on improving the formula for the mean overtopping discharge in rubble mound structures by considering the physics of the process. A simple and superior formula was developed, evaluated against existing ones, and design guidelines were provided for practitioners.

COASTAL ENGINEERING (2022)

Article Engineering, Civil

Distribution of individual wave overtopping volumes at rubble mound seawalls

Ali Koosheh, Amir Etemad-Shahidi, Nick Cartwright, Rodger Tomlinson, Marcel R. A. van Gent

Summary: This study contributes to the knowledge of individual overtopping volumes and the estimation of maximum volume (Vmax) in rubble mound seawalls. Through small-scale physical model tests and statistical analysis, weighted methods were found to be superior in estimating Vmax, reducing scatter index values by 23% and 17% compared to existing methods. Additionally, a simple empirical formula was developed for Vmax estimation, outperforming distribution-based methods and existing formulas.

COASTAL ENGINEERING (2022)

Correction Engineering, Civil

Wave overtopping at vertical and battered smooth impermeable structures (vol 166, 103889, 2021)

Saeed Shaeri, Amir Etemad-Shahidi

COASTAL ENGINEERING (2022)

Review Energy & Fuels

Site Selection of Combined Offshore Wind and Wave Energy Farms: A Systematic Review

Shabnam Hosseinzadeh, Amir Etemad-Shahidi, Rodney A. Stewart

Summary: Growing energy demand worldwide has led to increased interest in offshore renewable energy exploitation. Combining wind and wave energy can result in stable power output at a lower cost. Identifying optimal locations for offshore renewable energy farms is crucial.

ENERGIES (2023)

Article Engineering, Marine

Operational wave forecasting for extreme conditions in the Arabian Sea-A comparison with buoy and satellite data

Mohammad Hossein Kazeminezhad, Farrokh Alavian Ghavanini

Summary: An operational wave forecasting system using GFS winds for the Arabian Sea was presented and evaluated. The WAVEWATCH III (WWIII) model was used for wave forecasting with different input-dissipation parameterizations. The performance of the forecasting system was evaluated by comparing the forecasted significant wave heights (Hs) with measured data. The results showed that the forecasted data from different source term packages were well adapted to the measured data during the southwest monsoon, with ST3 and ST4 packages outperforming the others.

OCEAN ENGINEERING (2023)

Article Engineering, Marine

On the Stability of Rubble Mound Structures under Oblique Wave Attack

Meysam Bali, Amir Etemad-Shahidi, Marcel R. A. van Gent

Summary: Slope stability formulae for rubble mound structures are usually developed for head-on conditions. The effect of oblique waves is often neglected, but it can result in a reduction in required armour size. This study aims to develop a suitable wave obliquity reduction factor for the stability formula and demonstrates an improved stability prediction using this factor.

JOURNAL OF MARINE SCIENCE AND ENGINEERING (2023)

Article Environmental Sciences

Uncertainties in wave-driven longshore sediment transport projections presented by a dynamic CMIP6-based ensemble

Amin Reza Zarifsanayei, Jose A. A. Antolinez, Nick Cartwright, Amir Etemad-Shahidi, Darrell Strauss, Gil Lemos, Alvaro Semedo, Rajesh Kumar, Mikhail Dobrynin, Adem Akpinar

Summary: Four experiments were conducted to investigate uncertainty in future longshore sediment transport (LST) projections, including working with continuous or sliced time series of waves, different wave-model-parametrization pairs, and the inclusion/exclusion of sea level rise (SLR) for wave transformation. The results showed that the uncertainty in LST projections depends on model selection, climate variability, wave parameterization schemes, and the inclusion of SLR. The study also found that CMIP6 and CMIP5 driven wave climatology yield similar outcomes, and that the variability of LST rates is influenced by the parameterization schemes of the wave simulations.

FRONTIERS IN MARINE SCIENCE (2023)

No Data Available