Log in

Relevant bibliographies by topics / Run-up/overtopping

Contents

Journal articles
Dissertations / Theses
Book chapters
Conference papers

Academic literature on the topic 'Run-up/overtopping'

Author: Grafiati

Published: 21 April 2022

Last updated: 30 July 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Run-up/overtopping.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Run-up/overtopping"

1

Suzuki, Tomohiro, Panagiotis Vasarmidis, Corrado Altomare, Sieglien De Roo, and Marcel Zijlema. "INVESTIGATION OF DIRECTIONAL SPREADING EFFECT ON WAVE RUN-UP USING SWASH." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 6. http://dx.doi.org/10.9753/icce.v37.currents.6.

Full text

Abstract:

In order to keep optimal safety of coastal lines, it is necessary to maintain an appropriate crest level of coastal dikes. This is designed based on wave run-up height and/or wave overtopping discharge. Therefore, it is important to estimate wave run-up and overtopping as accurate as possible. However, the influence of directional spreading on wave run-up and overtopping has not been fully understood yet. In this study, non-hydrostatic model SWASH (Zijlema et al., 2011) is used. First, we implemented a wave run-up model in SWASH in 2DV (flume like) and 3D (basin like). Then wave run-up are sim

APA, Harvard, Vancouver, ISO, and other styles

2

Fauzan, Bagaskoro Cahyo, Warsito Atmodjo, Baskoro Rochaddi, Rikha Widiaratih, and Azis Rifai. "Studi Run-Up Gelombang Pada Bangunan Jetty Pelabuhan Di PPP (Pelabuhan Perikanan Pantai) Tegalsari, Kota Tegal." Indonesian Journal of Oceanography 3, no. 3 (2021): 271–79. http://dx.doi.org/10.14710/ijoce.v3i3.11593.

Full text

Abstract:

Bangunan pelindung pantai jetty pelabuhan di Pelabuhan Perikanan Pantai (PPP) Tegalsari, Kota Tegal berfungsi untuk melindungi wilayah muara dari efek pendangkalan. Tinggi bangunan jetty Pelabuhan Perikanan Pantai Tegalsari, Kota Tegal memiliki tinggi bangunan sebesar 2,5 meter. Gelombang datang ke bangunan pantai akan dapat membangkitkan run-up gelombang, sehingga dapat mempengaruhi stabilitas dan efektivitas bangunan. Penelitian ini bertujuan untuk mengetahui tinggi run-up yang terjadi pada bangunan jetty di PPP Tegalsari, Kota Tegal. Pengumpulan data penelitian diawali dengan pengukuran dim

APA, Harvard, Vancouver, ISO, and other styles

3

Neves, Maria Graça, Eric Didier, Moisés Brito, and María Clavero. "Numerical and Physical Modelling of Wave Overtopping on a Smooth Impermeable Dike with Promenade under Strong Incident Waves." Journal of Marine Science and Engineering 9, no. 8 (2021): 865. http://dx.doi.org/10.3390/jmse9080865.

Full text

Abstract:

This paper presents a study of run-up/overtopping over a smooth impermeable dike with promenade using 2D and 3D mesh-based and mesh-free numerical models and results from 2D physical modelling for strong energetic incident waves. These waves induce plunging wave breaking and a complex water/air mixture turbulent flow before overtopped the dike, a challenging configuration for numerical models. The analysis is structured in two phases: (i) evaluates the results of 2D numerical and physical models for run-up and overtopping; (ii) compares qualitatively the results of 3D numerical models for over

APA, Harvard, Vancouver, ISO, and other styles

4

Van der Meer, Jentsje, Yvo Provoost, and Gosse Jan Steendam. "THE WAVE RUN-UP SIMULATOR, THEORY AND FIRST PILOT TEST." Coastal Engineering Proceedings 1, no. 33 (2012): 65. http://dx.doi.org/10.9753/icce.v33.structures.65.

Full text

Abstract:

The idea of the Wave Run-up Simulator is based on the experiences with the Wave Overtopping Simulator. It is possible to simulate wave tongues overtopping a dike crest in reality. It must also be possible to simulate waves in the run-up and run-down zone of the seaward slope. This is the zone after waves have broken and when they rush-up the slope. The present paper describes this new idea of the Wave Run-up Simulator, why it is useful to develop the machine, to perform research with it and to develop a prediction method for slope strength. In fact, a prediction method can already be developed

APA, Harvard, Vancouver, ISO, and other styles

5

Shim, Kyu-Tae, and Kyu-Han Kim. "A STUDY ON THE DAMAGE INFLICTED ON SMALL AND MEDIUM-SIZED FISHERY PORTS DUE TO THE INCREASE IN SEA LEVEL AND COUNTERMEASURES FOR PORT TRANQUILITY." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 183. https://doi.org/10.9753/icce.v38.management.183.

Full text

Abstract:

Problems caused by abnormal climate conditions are developing into major issues that are having adverse societal impacts. The rise in sea level, one of the representative problems associated with an abnormal climate, not only increases the reach and energy density of waves, but also negatively affects the stability of port facilities and the maintenance of tranquility. This study examines the increase in overtopping and the frequency of wave run-up occurring at small and medium-sized fishing ports due to the rise in sea level. In addition, wave overtopping and run-up are major factors that inc

APA, Harvard, Vancouver, ISO, and other styles

6

Zhang, Jinfeng, Na Zhang, Qinghe Zhang, Fangqian Jiao, Lingling Xu, and Jiarui Qi. "Numerical Simulation of Wave Overtopping of an Ecologically Honeycomb-Type Revetment with Rigid Vegetation." Journal of Marine Science and Engineering 10, no. 11 (2022): 1615. http://dx.doi.org/10.3390/jmse10111615.

Full text

Abstract:

Traditional concrete revetments can destroy the ecological environment and the water landscape. An increasing number of ecological revetment structures have been applied in coastal, lake, and river regulation projects. It has been found that honeycomb-type revetments display a better performance in the attenuation of wave overtopping when compared to experimental data collected using the Eurotop and Muttray’s formula; recording a 40% decrease in the wave run-up in comparison to the latter. To further investigate the wave run-up and overtopping of the ecologically vegetated honeycomb-type revet

APA, Harvard, Vancouver, ISO, and other styles

7

Baldock, T. E., D. Peiris, and A. J. Hogg. "Overtopping of solitary waves and solitary bores on a plane beach." Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences 468, no. 2147 (2012): 3494–516. http://dx.doi.org/10.1098/rspa.2011.0729.

Full text

Abstract:

The overtopping of solitary waves and bores present major hazards during the initial phase of tsunami inundation and storm surges. This paper presents new laboratory data on overtopping events by both solitary waves and solitary bores. Existing empirical overtopping scaling laws are found to be deficient for these wave forms. Two distinct scaling regimes are instead identified. For solitary waves, the overtopping rates scale linearly with the deficit in run-up freeboard. The volume flux in the incident solitary wave is also an important parameter, and a weak dependence on the nonlinearity of t

APA, Harvard, Vancouver, ISO, and other styles

8

Oosterlo, Patrick, Maarten Overduin, Chris Wauben, Jentsje W. van der Meer, and Gosse Jan Steendam. "WAVE, WAVE RUN-UP AND OVERTOPPING MEASUREMENTS IN THE FIELD USING LASER SCANNERS." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 1. https://doi.org/10.9753/icce.v38.waves.1.

Full text

Abstract:

This paper presents five years (2019 – 2024) of wave, wave run-up and overtopping measurements using two laser scanners (LIDARs) in the Eems-Dollard estuary in the north of the Netherlands during severe winter storms. The paper focuses mainly on the lessons learned: the improvements that have been made to the measurement system and analysis techniques during these five years and the interpretation and validation of the measured data. To this end, the paper describes the measured storms, the data analysis and results, which are validated with data from a radar, step gauge, ADCP, overtopping tan

APA, Harvard, Vancouver, ISO, and other styles

9

Hedges, T. S., and M. T. Reis. "Accounting for random wave run-up in overtopping predictions." Maritime Engineering 157, no. 3 (2004): 113–22. http://dx.doi.org/10.1680/maen.157.3.113.56901.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Hedges, T. S., and M. T. Reis. "Accounting for random wave run-up in overtopping predictions." Proceedings of the Institution of Civil Engineers - Maritime Engineering 157, no. 3 (2004): 113–22. http://dx.doi.org/10.1680/maen.2004.157.3.113.

Full text

APA, Harvard, Vancouver, ISO, and other styles

More sources

Dissertations / Theses on the topic "Run-up/overtopping"

1

Williams, Steven Mark. "The run-up and overtopping of shallow water waves." Thesis, University of Bristol, 2003. http://hdl.handle.net/1983/1737edc5-15c3-4fc6-b5eb-cc598df55ca2.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Shiach, Jonathan Ben. "Numerical modelling of wave run-up and overtopping using depth integrated equations." Thesis, Manchester Metropolitan University, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.486867.

Full text

Abstract:

Wave run-up and overtopping of coastal structures have been extensively studied over the last 30 years to provide guidance for the construction of sea defences. Numerical models based on fluid flow equations can provide a useful aid in the design of these coastal defences. Computers have now advanced sufficiently to enable programs written to solve the flow equations to run on hardware that is readily available (e.g., desktop or laptop computers), thus giving engineers the ability to conduct multiple runs of an experiment, reconfigure the bathymetry, change the wave conditions and collect data

APA, Harvard, Vancouver, ISO, and other styles

3

Orszaghova, Jana. "Solitary waves and wave groups at the shore." Thesis, University of Oxford, 2011. http://ora.ox.ac.uk/objects/uuid:5b168bdc-4956-4152-a303-b23a6067bf42.

Full text

Abstract:

A significant proportion of the world's population and physical assets are located in low lying coastal zones. Accurate prediction of wave induced run-up and overtopping of sea defences are important in defining the extent and severity of wave action, and in assessing risk to people and property from severe storms and tsunamis. This thesis describes a one-dimensional numerical model based on the Boussinesq equations of Madsen and Sorensen (1992) and the non-linear shallow water equations. The model is suitable for simulating propagation of weakly non-linear and weakly dispersive waves from int

APA, Harvard, Vancouver, ISO, and other styles

4

Chin-An, Kuo, and 郭晉安. "A Study on Run-up and Overtopping." Thesis, 2001. http://ndltd.ncl.edu.tw/handle/69592368955931575551.

Full text

Abstract:

碩士<br>國立成功大學<br>水利及海洋工程學系<br>89<br>The influence of parapet position and movable seabed on run-up and overtopping for a seawall is preliminarily studied in the thesis, through the irregular wave experiments in a sand bed flume. Referring to the section profile of southwestern coast and seawalls, the layout in the flume is made with a model scale of 1/15; the sand bed in slope of 1:30 nearshore and 1:80 offshore, a seawall with a slope of 1:1.5 and crest width of 26.7cm, as well as two kinds water depths (13.3 cm , 21.3 cm) at the toe of seawall. While a sequent of irregular waves we

APA, Harvard, Vancouver, ISO, and other styles

5

Lee, Yi-Fang, and 李宜芳. "Run-up and Overtopping of Solitary Waves around a Seawall." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/74609516404949450411.

Full text

Abstract:

碩士<br>國立成功大學<br>水利及海洋工程學系碩博士班<br>97<br>In present study a 2-D numerical viscous wave model was developed and applied to represent propagation of a solitary wave over a seawall on a real sea bed including run-up or overtopping phenomena. The numerical model solved the unsteady, two dimensional Reynolds Average Navier-Stokes (RANS) equation and the turbulent model ( model) for simulating the realistic fluid. A hybrid particle level set method was incorporated to capture the complex free surface. An immersed boundary method was adapted to present the behavior of fluid flow in the vicinity of i

APA, Harvard, Vancouver, ISO, and other styles

6

Chih-HsinChen and 陳志欣. "Simulations of Wave Run-up and Overtopping at Irregular Coastal Structures Using Mass-Conserved Boundary Method." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/10429162056479111547.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Neves, Patrícia Alexandra Antunes das. "Avaliação do risco de inundação da zona da Costa da Caparica." Master's thesis, 2013. http://hdl.handle.net/10316/99733.

Full text

Abstract:

Dissertação de Mestrado em Engenharia do Ambiente, especialidade de Território em Engenharia do Ambiente, apresentada à Faculdade de Ciências e Tecnologia da Universidade de Coimbra.<br>As zonas costeiras acolhem um vasto património histórico-cultural associado às funções de defesa das sucessivas atividades económicas e sociais que se têm localizado nestes espaços ao longo do desenvolvimento da sociedade portuguesa. Portugal possui uma extensa costa que se encontra totalmente exposta à severidade e aleatoriedade do regime do regime de agitação marítima, que promove um estado de alerta constant

APA, Harvard, Vancouver, ISO, and other styles

8

Sanches, Carolina Maria Vilela. "Modelação física do espraiamento e galgamento numa secção do quebramar do Porto da Ericeira." Master's thesis, 2021. http://hdl.handle.net/10316/96111.

Full text

Abstract:

Dissertação de Mestrado Integrado em Engenharia Civil apresentada à Faculdade de Ciências e Tecnologia<br>O entendimento dos fenómenos de espraiamento e galgamento, tal como a sua correta previsão através de ensaios em modelo físico reduzido e fórmulas empíricas, tem despertado desde há muito um contínuo interesse. Isto deve-se ao facto do impacto da agitação marítima incidente em quebra-mares de talude conduzir a várias consequências, tais como danos nas estruturas, suspensão de atividades pesqueiras e custos elevados de obras de manutenção, entre outras, as quais tenderão a acentuando-se em

APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Run-up/overtopping"

1

Zulkarnain, Zulkarnain, Oni Febriani, and Lizar Lizar. "Study Of Effectiveness By Using Seawalls With Slopes Of 1:3 And 1:5 On Run Up, Wave Reflection And Overtopping At Selatbaru Beach Of Bengkalis." In Proceedings of the International Conference on Applied Science and Technology on Engineering Science 2023 (iCAST-ES 2023). Atlantis Press International BV, 2024. http://dx.doi.org/10.2991/978-94-6463-364-1_74.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

"Wave Run-up and Overtopping." In Advanced Series on Ocean Engineering. WORLD SCIENTIFIC, 2019. http://dx.doi.org/10.1142/9789813275911_0006.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

E., Tom, and Damitha Peiris. "Overtopping and Run-up Hazards Induced by Solitary Waves and Bores." In The Tsunami Threat - Research and Technology. InTech, 2011. http://dx.doi.org/10.5772/14818.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Schüttrumpf, Holger, Jentsje van der Meer, Andreas Kortenhaus, Tom Bruce, and Leopoldo Franco. "Wave Run-Up and Wave Overtopping at Armored Rubble Slopes and Mounds." In Handbook of Coastal and Ocean Engineering. WORLD SCIENTIFIC, 2017. http://dx.doi.org/10.1142/9789813204027_0022.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Schüttrumpf, Holger, Jentsje van der Meer, Andreas Kortenhaus, Tom Bruce, and Leopoldo Franco. "Wave Run-Up and Wave Overtopping at Armored Rubble Slopes and Mounds." In Handbook of Coastal and Ocean Engineering. WORLD SCIENTIFIC, 2009. http://dx.doi.org/10.1142/9789812819307_0015.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Run-up/overtopping"

1

de Rouck, Julien, Raf Verdonck, Peter Troch, Luc van Damme, Flemming Schlütter, and John de Ronde. "Wave Run-Up and Overtopping: Prototype Versus Scale Models." In 26th International Conference on Coastal Engineering. American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/9780784404119.077.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Tan, Lai Wai, and Vincent H. Chu. "Waves Run-Up and Overtopping Simulations Using Lagrangian Blocks." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79395.

Full text

Abstract:

Wave run-up and overtopping of coastal structures are simulated using Lagrangian Blocks on Eulerian Mesh (LBEM). In the LBEM simulations, the blocks carry the mass and momentum. The movement of the blocks is calculated in a Lagrangian reference frame. The water depth defined by the volume blocks is non-negative. The wave fronts across the wet-and-dry interface are simulated by the block method without interruption by the oscillation problem that has limited the applicability of many existing computational methods. To evaluate the accuracy of the LBEM method in this paper, simulations are carri

APA, Harvard, Vancouver, ISO, and other styles

3

LAMBERTI, ALBERTO, BARBARA ZANUTTIGH, and LUCA MARTINELLI. "WAVE RUN-UP, OVERTOPPING AND PERCOLATION OVER LOW-CRESTED STRUCTURES." In Proceedings of the 29th International Conference. World Scientific Publishing Company, 2005. http://dx.doi.org/10.1142/9789812701916_0337.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Meer, J. W. van der, E. Regeling, and J. P. de Waal. "Wave Transmission: Spectral Changes and Its Effects on Run-Up and Overtopping." In 27th International Conference on Coastal Engineering (ICCE). American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40549(276)168.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Yamamoto, Yoshimichi, and Kiyoshi Horikawa. "New Methods to Evaluate Wave Run-Up Height and Wave Overtopping Rate." In 23rd International Conference on Coastal Engineering. American Society of Civil Engineers, 1993. http://dx.doi.org/10.1061/9780872629332.131.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Van de Walle, Björn, Julien De Rouck, Luc Van Damme, and Jan Bal. "Wave Run-Up on and Wave Overtopping over a Prototype Rubble Mound Breakwater." In Ports Conference 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40555(2001)1.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Murphy, Jimmy, Holger Schüttrumpf, and Tony Lewis. "Wave Run-Up and Overtopping of Sea Dikes: Results from New Model Studies." In Fourth International Symposium on Ocean Wave Measurement and Analysis. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40604(273)159.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Möller, J., A. Kortenhaus, H. Oumeraci, J. de Rouck, and J. R. Medina. "Wave Run-up and Wave Overtopping on a Rubble Mound Breakwater-Comparison of Prototype and Laboratory Investigations." In Coastal Structures 2003. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40733(147)38.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

Sibetheros, I. A., J. M. Niedzwecki, and P. Teigen. "Analysis of Wave Run-Up Measurements on a Mini-TLP." In ASME 2005 24th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2005. http://dx.doi.org/10.1115/omae2005-67437.

Full text

Abstract:

Wave run-up on deepwater offshore structures may contribute to wave overtopping of the platform deck. It may also cause undesirable loads including impact loads on the underside of the deck when combined with other hydrodynamic phenomena beneath the platform deck. In this study a 1:40 scale model of an unmanned mini-TLP design was subjected to a series of design sea environments for the Gulf of Mexico. Complimentary testing of compliant and fixed hull configurations was performed and the wave run-up was measured at several locations around the hull in both head and quartering sea orientations

APA, Harvard, Vancouver, ISO, and other styles

10

Wijetunge, Janaka J. "LARGE-SCALE WAVE RUN-UP AND OVERTOPPING MEASUREMENTS OVER A STRAIGHT RUBBLE-MOUND BREAKWATER WITHOUT A CROWN WALL." In Proceedings of the 5th Coastal Structures International Conference, CSt07. World Scientific Publishing Company, 2009. http://dx.doi.org/10.1142/9789814282024_0113.

Full text

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!