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Reynaldi Javier Purba, Ramadhani, Kemal Hamdani (2024) Systematic Literature Review on
Smoothed Particle Hydrodynamic Method for Coastal Protection Optimizing, (06) 06,
https://doi.org/10.36418/syntax-idea.v3i6.1227
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2684-883X
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SYSTEMATIC LITERATURE REVIEW ON SMOOTHED PARTICLE
HYDRODYNAMIC METHOD FOR COASTAL PROTECTION OPTIMIZING
Reynaldi Javier Purba, Ramadhani, Kemal Hamdani
Bandung Institute of Technology, Indonesia
Email: [email protected], [email protected].id,
[email protected]
Abstract
The Smoothed Particle Hydrodynamic (SPH) method has been extensively used in coastal
engineering applications, including coastal protection optimization. This paper presents a
systematic literature review of research studies that have utilized SPH method for coastal
protection optimization. The review covers various applications of SPH method, such as
optimizing breakwaters, studying wave-structure interactions, modelling wave-induced
erosion, simulating tsunami run-up and inundation, and optimizing artificial reefs. The review
demonstrates the versatility of SPH method in coastal engineering applications and highlights
the importance of its capabilities in simulating complex coastal processes. The limitations and
challenges of using SPH method are also discussed in the context of coastal protection
optimization. The review provides a comprehensive overview of the current state of research
on SPH method for coastal protection optimization, which can serve as a valuable reference
for researchers and practitioners in the field.
Keywords: Smoothed Particle Hydrodynamic, Coastal Protection, Optimization, Systematic
Literature Review.
INTRODUCTION
Coastal protection is a critical issue for coastal communities worldwide, as the impact of
coastal hazards, such as storm surges, tsunamis, and sea-level rise, continues to increase
(Spalding et al., 2014). Coastal engineering techniques, such as building breakwaters and
artificial reefs, have been employed to protect coastal areas from these hazards. However,
optimizing the design of these structures to enhance their effectiveness and minimize their
environmental impact is a challenging task. In recent years, the Smoothed Particle
Hydrodynamic (SPH) method has emerged as a promising tool for coastal protection
optimization.
The SPH method is a meshless Lagrangian approach that can simulate fluid dynamics
without the need for a fixed computational mesh. This makes SPH an attractive method for
modelling complex coastal processes, such as wave-structure interactions and tsunami run-up
and inundation. Moreover, SPH has been used to optimize the design of coastal structures,
such as breakwaters and artificial reefs.
JOURNAL SYNTAX IDEA
p–ISSN: 2723-4339 e-ISSN: 2548-1398
Vol. 6, No. 06, Juni 2024
Systematic Literature Review on Smoothed Particle Hydrodynamic Method for Coastal
Protection Optimizing
Syntax Idea, Vol. 6, No. 06, Juni 2024 2569
In this paper, we present a systematic literature review of research studies that have
employed the SPH method for coastal protection optimizing. The review covers a range of
applications of SPH in coastal engineering, including optimizing breakwaters, studying wave-
structure interactions, modelling wave-induced erosion, simulating tsunami run-up and
inundation, and optimizing artificial reefs. The review demonstrates the versatility of SPH
method in coastal engineering applications and highlights the importance of its capabilities in
simulating complex coastal processes.
The review also discusses the limitations and challenges of using SPH method for
coastal protection optimization, such as the sensitivity of the results to numerical parameters
and the computational cost of the simulations. By providing a comprehensive overview of the
current state of research on SPH method for coastal protection optimizing, this paper serves as
a valuable reference for researchers and practitioners in the field of coastal engineering
RESEARCH METHOD
The systematic literature review on Smoothed Particle Hydrodynamic (SPH) Method
for Coastal Protection Optimizing follows the Preferred Reporting Items for Systematic
Reviews and Meta-Analyses (PRISMA) protocol. The PRISMA protocol is a widely
recognized standard for conducting systematic literature reviews, ensuring the transparency
and reproducibility of the review process. Figure 1 presents the steps taken in the selection of
articles for review.
.
Figure 1 PRISMA Diagram
Reynaldi Javier Purba, Ramadhani, Kemal Hamdani
2570 Syntax Idea, Vol. 6, No. 06, Juni 2024
The review process began with the identification of the research question and the
development of the review protocol. The search strategy was then formulated, which involved
searching for relevant studies in online databases, such as Web of Science, Scopus, and
Google Scholar, using a predefined set of search terms. The search was conducted by two
independent reviewers, and any discrepancies were resolved through discussion and
consensus.
After the initial search, the study titles and abstracts were screened for relevance and
eligibility criteria. The full text of relevant studies was then reviewed to determine their
inclusion in the review. The inclusion criteria were studies that used the SPH method for
coastal protection optimizing and were published in peer-reviewed journals or conference
proceedings.
Data extraction was performed using a predefined form that included information on the
study objectives, methodology, results, and conclusions. The quality of the studies was
assessed using a predefined set of criteria, such as the clarity of the research question, the
validity of the methodology, and the significance of the results.
Finally, the data was analysed using a narrative synthesis approach, which involved
summarizing the findings of the studies and identifying common themes and trends. The
limitations and challenges of using the SPH method in coastal protection optimizing were also
discussed.
By following the PRISMA protocol, the systematic literature review on SPH method for
coastal protection optimizing ensures the validity and reproducibility of the review process,
providing a comprehensive and reliable overview of the current state of research in the field.
RESULT AND DISCUSSION
Systematic Literature Review (SLR)
Error! Reference source not found. shows the comparison between this paper and
previous papers. The difference is this paper will focus on optimization, fluid-structure
interaction, and free surface flows using the smooth particle hydrodynamic method (SPH), but
the previous papers have different focus based on the table.
Table 1 Related previous SLR articles.
Author and
Title
Content Analysis
optimization
fluid-
structure
interaction
(Boundy, 2020)
x
(Wu, Yeh, & Hsiao, 2014)
(Lowe et al., 2022)
x
x
(Xiaofei Cheng, Liu, Zhang, He, & Gao,
2021)
x
x
(Thomas, Majumdar, Eldho, & Rastogi,
2018)
x
(Yongtai Zhang et al., 2019)
x
(Yihui Zhang et al., 2017)
x
Systematic Literature Review on Smoothed Particle Hydrodynamic Method for Coastal
Protection Optimizing
Syntax Idea, Vol. 6, No. 06, Juni 2024 2571
Author and
Title
Content Analysis
optimization
fluid-
structure
interaction
(Das & Meher, 2019)
x
(Ramos, Giannini, Calheiros-Cabral,
Rosa-Santos, & Taveira-Pinto, 2022)
x
x
(Didier, Neves, Martins, & Neves,
2014)
x
(Qiu et al., 2017)
(Haiyang Cheng, Cheng, Zheng, Zhang,
& Lyu, 2023)
x
(Chen, 2017)
x
(Wengang Zhang et al., 2024)
This Paper
x
x
Bibliometric Analysis
The number of publications based on keyword above yielded 61 papers included 55
articles, 3 conference papers, 2 review articles, and 1 editorial. Among the 61 papers, articles
were the most common document type, representing 90.2% of the publications. Conference
papers represented 4.9% of the publications, while review articles and editorial represented
1.6% and 1.6%, respectively.
The total citation count for the 61 documents was 1,097, with an average of 18 citations
per document. The most cited document was an article titled "An SPH-based numerical wave
tank for the study of wave impact on composite coastal structures" by (Montoya, Alcayde,
Baños, & Manzano-Agugliaro, 2018), which received 119 citations. The total number of
authors who contributed to the 61 documents are 498 total unique authors.
Figure 1 Percentage of Publications
The smoothed particle hydrodynamics (SPH) method is a meshless numerical approach
that has been increasingly used in coastal engineering applications in recent years. The
method has several advantages, such as the ability to simulate free-surface flows and wave-
structure interactions, as well as its ease of use in complex geometries.
The referenced papers cover a range of applications of the SPH method in coastal
engineering, including optimization of artificial reefs, breakwaters, and low-crested structures,
Reynaldi Javier Purba, Ramadhani, Kemal Hamdani
2572 Syntax Idea, Vol. 6, No. 06, Juni 2024
modelling of wave-induced scour, erosion, and liquefaction, and simulation of tsunami run-up
and inundation.
Overall, the papers demonstrate the effectiveness and accuracy of the SPH method in
simulating various coastal engineering phenomena. The method has been used to optimize the
design of coastal protection structures, such as breakwaters and artificial reefs, to enhance
their effectiveness in reducing wave energy and protecting shorelines.
The method has also been used to simulate wave-structure interactions, erosion, and
scour, which are critical aspects of coastal engineering design. These studies have provided
insights into the behaviour of coastal structures under wave loading and have helped improve
the design of such structures.
In conclusion, the systematic literature review suggests that the SPH method is a
promising numerical tool for coastal engineering applications. Its ability to simulate complex
geometries and free-surface flows, as well as its accuracy and efficiency, make it a suitable
choice for optimizing coastal protection structures and studying coastal processes
CONCLUSIONS
The systematic literature review revealed that the smoothed particle hydrodynamics
(SPH) method has been widely used for optimizing various types of coastal protection
structures, including breakwaters, low-crested structures, artificial reefs, and submerged
breakwaters. A total of 15 relevant articles were identified and analysed for this study.
The analysis showed that SPH has proven to be an effective numerical method for
simulating wave-structure interactions and predicting the performance of coastal protection
structures under different wave conditions. The reviewed articles demonstrated the ability of
SPH to accurately capture complex hydrodynamic phenomena such as wave breaking, wave
overtopping, scour, erosion, and liquefaction.
One of the main advantages of SPH is its ability to model complex geometries without
the need for a fixed mesh, which makes it a suitable method for simulating irregular and
heterogeneous structures. The reviewed articles demonstrated the use of SPH for optimizing
the shape and size of rubble-mound breakwaters, armour units, low-crested structures, and
artificial reefs. The results showed that SPH can provide valuable insights into the behaviour
of these structures under different wave conditions and help to improve their design and
performance.
In addition, the reviewed articles demonstrated the use of SPH for simulating tsunami
run-up and inundation, which can help to assess the vulnerability of coastal communities and
develop effective tsunami mitigation measures. SPH has also been used for modelling
sediment transport and assessing the impact of coastal protection structures on sediment
dynamics.
Despite its advantages, SPH also has some limitations that need to be addressed. One of
the main challenges of SPH is the accurate modelling of fluid-structure interactions, which
requires a proper treatment of the boundary conditions and the coupling between the fluid and
structure domains. In addition, the computational cost of SPH simulations can be high, which
limits its applicability for large-scale problems.
Systematic Literature Review on Smoothed Particle Hydrodynamic Method for Coastal
Protection Optimizing
Syntax Idea, Vol. 6, No. 06, Juni 2024 2573
Overall, the systematic literature review showed that SPH has a great potential for
optimizing coastal protection structures and assessing their performance under different wave
conditions. The reviewed articles demonstrated the versatility and accuracy of SPH for
simulating various hydrodynamic phenomena and optimizing different types of coastal
protection structures. Further research is needed to address the challenges and limitations of
SPH and to develop more efficient and accurate numerical models for coastal engineering
applications.
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