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Dissertations / Theses on the topic 'Wave overtopping'

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Published: 4 June 2021

Last updated: 25 July 2025

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1

Ryu, Yong Uk. "Extreme wave impinging and overtopping." [College Station, Tex. : Texas A&M University, 2006. http://hdl.handle.net/1969.1/ETD-TAMU-1768.

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2

Shareef, Mohamed. "Wave overtopping of coastal structures." Thesis, University of Liverpool, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.415752.

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3

Bay, Ibrahim. "Measurement and analysis of wave overtopping." Thesis, University of Liverpool, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.428241.

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4

Laudier, Natalie A. "Wave overtopping of a barrier beach." Thesis, Monterey, California : Naval Postgraduate School, 2009. http://edocs.nps.edu/npspubs/scholarly/theses/2009/Sep/09Sep%5FLaudier.pdf.

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Thesis (M.S. in Meteorology and Physical Oceanography)--Naval Postgraduate School, September 2009.<br>Thesis Advisor(s): MacMahan, Jamie. "September 2009." Description based on title screen as viewed on 5 November 2009. Author(s) subject terms: Overtopping, run-up, barrier, natural beach, Carmel River Beach Includes bibliographical references (p. 41-44). Also available in print.

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5

Raby, Alison Caroline. "Extreme waves, overtopping and flooding at sea defences." Thesis, University of Oxford, 2003. http://ora.ox.ac.uk/objects/uuid:82fcc770-8838-4f9b-9abe-32eecdd05f9a.

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This thesis describes experiments that were carried out using focused wave groups in the UK Coastal Research Facility (UKCRF). Considerable effort was put into calibrating the UKCRF to determine the relationship between the input signals sent to the paddles and the waves generated in the facility. Focused wave groups of various sizes and phases, based on NewWave theory were generated, and measurements were made of the resulting surface elevation data, water particle kinematics, wave runup and overtopping volumes. NewWave theory models the profile of extreme waves in a Gaussian (random) sea. Th

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6

Mccabe, Maurice Vincent. "Modelling nearshore waves, runup and overtopping." Thesis, University of Manchester, 2011. https://www.research.manchester.ac.uk/portal/en/theses/modelling-nearshore-waves-runup-and-overtopping(16ee1ecf-542c-4e3d-a150-fcb4d3981f6d).html.

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Coastal flooding from wave overtopping causes considerable damage. Presently, to model wave overtopping one can either make use of physical model tests or empirical tools such as those described in the EurOtop manual. Both these methods have limitations; therefore, a quick and reliable numerical model for wave overtopping would be a very useful tool for a coastal engineer.This research aims to test and develop a numerical model (in one horizontal dimension) for nearshore waves, runup and overtopping. The Shallow Water And Boussinesq (SWAB) model solves the Boussinesq-type equations of Madsen a

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7

Schoonees, Talia. "Impermeable recurve seawalls to reduce wave overtopping." Thesis, Stellenbosch : Stellenbosch University, 2014. http://hdl.handle.net/10019.1/86369.

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Thesis (MScEng)--Stellenbosch University, 2014.<br>ENGLISH ABSTRACT: Sea-level rise due to climate change results in deeper water next to existing coastal structures, which in turn enables higher waves to reach these structures. Wave overtopping occurs when wave action discharges water over the crest of a coastal structure. Therefore, the higher waves reaching existing structures will cause higher wave overtopping rates. One possible solution to address increasing overtopping, is to raise the crest level of existing coastal structures. However, raising the crest level of a seawall at the back

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8

Soliman, Akram S. M. "Numerical study of irregular wave overtopping and overflow." Thesis, University of Nottingham, 2003. http://eprints.nottingham.ac.uk/10111/.

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Wave overtopping is one of the most important processes for the design of seawalls. During the past 50 years methods for predicting wave overtopping of coastal structures have continuously been developed. However, it is evident from the existing literature that additional investigations into overtopping of small positive, zero and negative freeboard are needed. The present thesis describes numerical investigations based in this background. Wave overtopping is dependent on the processes associated with wave breaking. Therefore, a two dimensional breaking wave numerical model has been developed

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9

De, Marichalar Alegre Alexandra. "Overtopping Converter Prototype for Electrical Generation from Wave Energy : Laboratory Test." Thesis, KTH, Energiteknik, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-38883.

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It is not a coincidence that over half the world‟s population live in coastal areas using the sea as a mean to develop its industry, thus the sea is present in most aspects of daily life. Because of the vital relationship with the marine environment, for many years mankind is aware of the high energy potential contained in waves. During the last hundred years, thousands patents of devices for the extraction of the energy from waves have been published. However, the researching still faces the challenge of develop the optimal wave energy converter that matches robustness, to withstand extreme m

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10

Ugliola, Federico. "Experimental analysis of wave overtopping at low crested breakwaters." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.

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11

Wedge, David Christopher. "Wave overtopping prediction using global-local artificial neural networks." Thesis, Manchester Metropolitan University, 2006. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.424748.

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The construction of sea walls requires accurate predictions of hazard levels. These are commonly expressed in terms of wave overtopping rates. A large amount of data related to wave overtopping has recently become available. Use of this data has allowed the development of artificial neural networks, which have the aim of accurately predicting wave overtopping rates. The available data cover a wide range of structural configurations and sea conditions. The neural networks created therefore constitute a unified, generic approach to the problem of wave overtopping prediction. Neural network model

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12

Napp, Nicolas. "Impulsive overtopping of vertical seawalls under oblique wave conditions." Thesis, University of Edinburgh, 2004. http://hdl.handle.net/1842/15485.

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There is no guidance available for either mean or wave-by-wave overtopping discharges over vertical seawalls subject to oblique and impulsive wave attack. Impulsive wave attack (i.e. waves break onto the structure) may lead to substantially higher overtopping volumes than pulsating wave attach and can arise at relatively low water levels. Mean and wave-by-wave overtopping discharges represent important quantities in the design of coastal structures. The not only affect the structural safety and determine the capacity of the drainage system behind the structure, but also pose a hazard to commu

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13

Murton, Gary John. "Wave overtopping : a comparison of physical and numerical studies." Thesis, University of Plymouth, 1991. http://hdl.handle.net/10026.1/2361.

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The overtopping of low-crested breakwater is investigated by means of hydraulic and mathematical models. A conventional laboratory wavemaker with a wedge-type paddle is converted into an absorbing wavemaker so that it can be used to investigate accurately wave overtopping of reflective coastal structures. The absorption system is achieved by use of a feedback loop added to the control circuit. The design criteria and implementation of the circuit are presented in detail. Enhanced control software is used to generate different 'random' sea states with the same statistical properties. The absorp

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14

Jones, David K. "Computational modelling of combined storm surge and wave overtopping of embankments." Thesis, University of Plymouth, 2012. http://hdl.handle.net/10026.1/920.

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The primary function of seawalls and embankments is to protect against damage and injury caused by flooding. Coastal flooding is caused by combinations of high tides, waves, wind set-up and storm surges driven by low-pressure systems. However with global warming causing sea levels to rise and with increased storminess causing more extreme waves and storm surges, the likelihood of overtopping of seawalls with zero or negative freeboard may well be expected to increase. Researchers using physical and numerical models to develop design formulae have widely investigated wave overtopping of seawall

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15

Richardson, Stephen Robert. "Numerical simulation of impulsive wave overtopping events resulting from landslides." Thesis, Manchester Metropolitan University, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.272723.

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16

Peng, Zhong. "Transformation of wave shape and spatial distribution of wave overtopping water over a coastal structure." Thesis, University of Plymouth, 2010. http://hdl.handle.net/10026.1/493.

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17

Weston, Benjamin. "A Godunov-type Boussinesq model of extreme wave runup and overtopping." Thesis, University of Oxford, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.403773.

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18

Mares, Nasarre Patricia. "Overtopping flow on mound breakwaters under depth-limited breaking wave conditions." Doctoral thesis, Universitat Politècnica de València, 2021. http://hdl.handle.net/10251/163154.

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[ES] El cambio climático y la conciencia social sobre el impacto de las infraestructuras en el medio está llevando a la necesidad de diseñar diques en talud con cotas de coronación reducidas frente a eventos de rebase más extremos. Además, la mayoría de estos diques se construyen en zonas de profundidades reducidas, donde el oleaje rompe a causa de la limitación por fondo. Estudios recientes apuntan a la necesidad de considerar no sólo la caudal medio de rebase (q) sino también el máximo volumen individual de rebase (Vmax), el espesor de lámina de agua (OLT) y la velocidad del flujo de rebase

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19

Farhadzadeh, Ali. "Experiments and numerical modeling of wave overtopping and overflow on dikes." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 169 p, 2009. http://proquest.umi.com/pqdweb?did=1885754591&sid=10&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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20

Md, Noar Nor. "Wave impacts on rectangular structures." Thesis, Brunel University, 2012. http://bura.brunel.ac.uk/handle/2438/6609.

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There is a good deal of uncertainty and sensitivity in the results for wave impact. In a practical situation, many parameters such as the wave climate will not be known with any accuracy especially the frequency and severity of wave breaking. Even if the wave spectrum is known, this is usually recorded offshore, requiring same sort of (linear) transfer function to estimate the wave climate at the seawall. What is more, the higher spectral moments will generally be unknown. Wave breaking, according to linear wave theory, is known to depend on the wave spectrum, see Srokosz (1986) and Greenhow (

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21

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.

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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

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22

Molines, Llodra Jorge. "Wave overtopping and crown wall stability of cube and Cubipod-armored mound breakwaters." Doctoral thesis, Universitat Politècnica de València, 2016. http://hdl.handle.net/10251/62178.

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[EN] The influence of the type of armor on wave overtopping on mound breakwaters is usually represented by the roughness factor. However, different values of roughness factor for the same armor unit are given in the literature. Thus, the roughness factor depends not only on the type of armor, number of layers and permeability but also on the formula and database considered. In the present thesis, a new methodology based on bootstrapping techniques is developed and applied to characterize the roughness factors for different armor units. Differences up to 20% appeared when comparing the optimum

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23

Pillai, Karthika. "Wave overtopping at berm breakwaters: Development of prediction formula and a study on the impact of sea level rise on the overtopping rate." Thesis, Griffith University, 2018. http://hdl.handle.net/10072/377582.

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Ports and harbours are often protected from violent waves by rubble mound breakwaters. Among the diverse types of rubble mound breakwater structures, berm breakwaters are relatively new, having been introduced in the early 1980s. In general, their construction ensures maximum quarry utilization and they can be built using smaller construction equipment. This reduces the overall cost and opens opportunities for local contractors. The wave induced overtopping rate is often considered a measure of safety of coastal structures with sea level rise, caused by global climate change, increasing the fr

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24

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.

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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

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25

Iuppa, Claudio. "Ottimizzazione di dighe marittime a gettata per l'estrazione di energia dal moto ondoso." Doctoral thesis, Università di Catania, 2016. http://hdl.handle.net/10761/3924.

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Il presente elaborato di tesi mira allo sviluppo di metodologie per la stima delle prestazioni idrauliche di un innovativo dispositivo per l'estrazione dell'energia dal moto ondoso, detto DIga Marittima per la produzione di Energia dal Moto Ondoso (DIMEMO). Tale dispositivo prevede la sua realizzazione su dighe a gettata e sfrutta il fenomeno della tracimazione determinata dal moto ondoso. L'elaborato di tesi è stato suddiviso in due parti: la prima è dedicata all'analisi dei risultati delle indagini sperimentali condotte mediante modellazione fisica; la seconda è dedicata alla individuazion

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26

LEE, Han Soo. "Regional Disaster Events and Environment Simulations by Atmosphere-Ocean Coupled Model." 京都大学 (Kyoto University), 2007. http://hdl.handle.net/2433/49135.

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学位授与大学：京都大学 ; 取得学位: 博士(工学) ; 学位授与年月日: 2007-09-25 ; 学位の種類: 新制・課程博士 ; 学位記番号: 工博第2844号 ; 請求記号: 新制/工/1418 ; 整理番号: 25529<br>An atmosphere-ocean coupled model was developed based on a preexisting non-hydrostatic mesoscale atmosphere model (MM5) and non-hydrostatic ocean circulation model (MITgcm). This model together with a pre-established wind-wave-currents coupled model was applied to a number of regional environmental issue and disaster events to reproduce the present status and past situations and to help our understanding of the physical processes of such problems in terms of atmosphere-ocean i

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27

Machado, Bianca Neves. "Estudo numérico tridimensional de um dispositivo de galgamento para conversão de energia das ondas do mar em energia elétrica aplicando o método Constructal Design." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2016. http://hdl.handle.net/10183/149838.

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O princípio operacional do dispositivo de galgamento consiste de uma estrutura que utiliza uma rampa para direcionar as ondas incidentes para o reservatório. A água armazenada retorna para o oceano após a passagem por uma turbina que está acoplada a um gerador de energia elétrica. O presente trabalho propõe dois estudos numéricos a respeito de um conversor de energia das ondas do mar do tipo galgamento. Para ambos os casos, o objetivo do estudo é a aplicação do método Design Construtal na definição da melhor forma para a rampa de modo a maximizar a massa de água que entra no reservatório, cond

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28

Luger, Stephen. "Overtopping of coastal structures caused by irregular waves." Master's thesis, University of Cape Town, 1991. http://hdl.handle.net/11427/17311.

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Includes bibliography.<br>This thesis is an experimental investigation into the average rate of overtopping caused by irregular waves. A literature review is given which describes the previous research done in the field of overtopping. This research included a number of model studies using both regular and irregular waves. The literature review emphasises the dimensionless parameters which were developed by the various researchers in order to present their experimental results. The overtopping experiments were conducted in a 30m long, 0,75 m wide and 1,0 m deep wave flume equipped with an irre

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29

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.

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30

Reis, Maria Teresa Leal Gonsalves Veloso dos. "Probabilistic assessment of the safety of coastal structures." Thesis, University of Liverpool, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.285226.

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31

Wood, Dylan M. "Finite Element Modeling for Assessing Flood Barrier Risks and Failures due to Storm Surges and Waves." The Ohio State University, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1595572799377091.

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32

Tissier, Marion. "Etude numérique de la transformation des vagues en zone littorale, de la zone de levée aux zones de surf et de jet de rive." Thesis, Bordeaux 1, 2011. http://www.theses.fr/2011BOR14437/document.

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Dans cette thèse, nous introduisons un nouveau modèle instationnaire de vagues valable de la zone de levée à la zone de jet de rive adapté à l'étude de la submersion. Le modèle est basé sur les équations de Serre Green-Naghdi (S-GN), dont l'application à la zone de surf reste un domaine de recherche ouvert. Nous proposons une nouvelle approche pour gérer le déferlement dans ce type de modèle, basée sur la représentation des fronts déferlés par des chocs. Cette approche a été utilisée avec succès pour les modèles basés sur les équations de Saint-Venant (SV) et permet une description simple et e

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33

Umeyama, Motohiko. "Wave overtopping and partial standing waves." Thesis, 1989. http://hdl.handle.net/10125/10000.

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34

Chen, Chih-yang, and 陳志洋. "Wave Pressure Formula of Deepwater Breakwaters with Wave Overtopping." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/36676617062968772581.

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碩士<br>國立成功大學<br>水利及海洋工程學系碩博士班<br>96<br>This study proposed a modified Goda’s wave pressure formula to investigate the characters of pressure in deepwater breakwater with wave overtopping by using Shiu’s (2003) irregular wave pressure experimental data in deeper relative depth. Then, according to experimental results, the comparison and discussion between present modified formula and Goda’s formula on wave pressure statistics, total wave pressure force and accuracy. From the overtopping wave pressure profile, the result shows that the wave pressure in 1/7 water depth without evidence shrink.

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35

Hsu, Yu-Hsiung, and 許裕雄. "Wave Pressure on Breakwater by Irregular Wave with Water Overtopping." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/43992632367639030660.

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碩士<br>國立中興大學<br>土木工程學系<br>88<br>Estimating the quantity of wave overtopping is an essential part to seawall design. Most previous studies were only paid attention to the volume rate of wave overtopping. This paper investigated the effect of wave overtopping on the property of wave pressure on the composite breakwater by means of model experiments. This irregular wave type was Bretschneider-spectrum. Wave pressure was measured on the face of the breakwater at vertical and upright section. Through Kolmogorov-Smirnov goodness-of-fit to test experimental data, it reveals that Weibull function is a

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36

Xu, Guo-Cheng, and 徐國城. "Effect of Wave Overtopping on Irregular Wave Pressure on Breakwaters." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/kuwx24.

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碩士<br>國立成功大學<br>水利及海洋工程學系碩博士班<br>92<br>ABSTRACT The purpose of this study was to investigate effect of wave overtopping on irregular wave pressure on breakwaters. We carried out the overtopping experiments of breakwaters with different crown heights by using irregular waves. Then we compared the experimental results to discuss the relationship between the crown height and wave pressure. And we also compared the experimental results with Goda’s formula and Yeh’s (2001) formula with revise from Goda’s formula to discuss Yeh’s (2001) formula can be extends applied in irregular waves. The

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37

葉朝棋. "Effect of Wave Overtopping on Wave Pressure on Vertical Wall." Thesis, 2001. http://ndltd.ncl.edu.tw/handle/51375509544393027060.

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碩士<br>國立成功大學<br>水利及海洋工程學系<br>89<br>The purpose of this study is to investigate effect of wave overtopping on wave pressure on vertical wall. We carries out the overtopping expriments of vertical wall with different crown heights, by using regular waves. Then we compare the experimental results to discuss the relationship between the crown height and wave pressure. And we compare the experimental results with Sainflou’s and Goda’s formula to discuss whether the formulars can be applied in calculating the wave pressure on vertical wall, in the condition of wave overtopping. 　　The resu

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Lee, Wei-Ming, and 李偉銘. "Effect of Wave Overtopping on Wave Pressure on Composite Breakwaters." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/6tndfu.

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碩士<br>國立成功大學<br>水利及海洋工程學系碩博士班<br>90<br>ABSTRACT The purpose of this study was to investigate effect of wave overtopping on wave pressure upon composite breakwaters. We carried out the overtopping expriments of composite breakwaters with different crown heights by using regular waves. Then we compared the experimental results to discuss the relationship between the crown height and wave pressure. And we also compared the experimental results with Sainflou’s and Goda’s formula to discuss whether the formulars can be applied in calculating the wave pressure upon composite breakwaters, in the co

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39

Yi-RuChen and 陳逸儒. "Wave forces under Overtopping on Vertical Breakwater." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/rybuhz.

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Xu, Zhao-Tai, and 許朝泰. "IRREGULAR WAVE RUNUP AND OVERTOPPING ON COASTAL STRUCTURE." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/79752276389125168168.

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Sheu, Chaw Tay, and 許朝泰. "Irregular Wave Runup and Overtopping on Coastal Structure." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/06616604710832940112.

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42

Lin, Wen-Lan, and 林文嵐. "Study of Wave Overtopping on Step Sloping Dike." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/zaj45v.

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碩士<br>逢甲大學<br>土木及水利工程所<br>91<br>The experiment on influence of step dike to wave overtopping in various incident wave conditions was completed in this study. The comparison of wave overtopping rate on smooth dike by experiment to the results of the analysis by Van der Meer(1998) was finished at first. We can see its tendency was quite similar.But, in the step dike condition, when the dike slope become milder then the wave overtopping rate was decreased rapidly. At the second, the profile of wave runup that proposed by Cross(1972) was quote to used for the calculation of the wave overtopping ra

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43

Li, Chien-Hung, and 李健鴻. "A Study on Overtopping Type Wave Dissipation Structure." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/22020467182007500771.

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碩士<br>國立臺灣海洋大學<br>河海工程學系<br>99<br>A study on overtopping type wave dissipation structure, is focused to design a new type of wharf. Wharf structures has built-in slope. Use of limited water height, let wave run-up and overtopping to reduce wave reflectance. Structures supported by the bottom or the back drainage to make overtopping and water is not traced down to build the second wave caused by wave making the case. The study contains two main directions of slope-style structures and built-in Slope-style wharf. Two different types of structures were conducted hydraulic model tests and numerica

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44

Lu, Chih-Peng, and 盧志朋. "Experimental Study of an Overtopping Wave Energy Converter." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/cbuaz9.

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碩士<br>國立臺灣大學<br>工程科學及海洋工程學研究所<br>105<br>The purpose of this study is to evaluate the performance of an overtopping wave energy converter by model test. A 1/25 overtopping wave energy model, which was designed by the National Chung-Shan Institute of Science & Technology, was made to conduct the performance test. A series of tests, based on the similarity laws which include geometry, kinematic and dynamic similarity law, were conducted in the towing tank of National Taiwan University. The tested wave conditions were determined from the statistical data of Long-Dong buoy which is located in north

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Pan, Wen-Hui, and 潘雯惠. "Application of Wave Spectrum for Evaluating the Wave Overtopping on Sloping Dike." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/80410415839428650621.

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碩士<br>逢甲大學<br>水利工程所<br>93<br>Most previous overtopping rate were calculated by adopting monochromatic significant wave as representative wave in random seas. However, the real seas is a random phenomenon composed of various components with different wave height and periods. Hence, a monochromatic significant wave to describe the random seas is rather unreal. In this study, wave spectrum is adopted to describe the real seas, it is decomposed into several components by using spectrum slicing method. Each spectral component is treated as a regular wave. The profile of wave runup that proposed by

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Jiang, Chun-Yu, and 江俊譽. "The Effects on Runup and Overtopping by Wave Groups and Characteristic Wave." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/10785003664291979131.

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Ho, Kuo-Fan, and 何國璠. "Application of Wave Momentum Flux Parameter to Estimate the Wave Overtopping Rate." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/78245933309126268585.

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碩士<br>逢甲大學<br>水利工程與資源保育研究所<br>98<br>The correlation among the wave overtopping rate, the incident wave steepness, the crest freeboard as well as the surf similarity parameter were analysis in this study first. In the prediction of wave runup height, apply the parabolic runup wedge to instead the triangular runup wedge that proposed by Hughes (2004) was used. The calculate, method of two parabolic curved parameters that proposed by Juang etc. (2007) was applied. After that, the wave overtopping rate in unit width and in fixed freeboard condition can be compute by use the theory of conservation

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TUO, CHEN MING, and 陳明陀. "Effect of Wave Overtopping on Pressure and Overtopping Rate of a Vertical Wall and Reflection Coefficient." Thesis, 1999. http://ndltd.ncl.edu.tw/handle/35258792862467955321.

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碩士<br>國立成功大學<br>水利及海洋工程學系<br>87<br>The purpose of this study is to investigate the effect of wave overtopping on overtopping rate, reflection coefficient and wave pressure over a vertical wall. Mizuguchi(1993) consider the conservation of energy flux, if the assumption is made that the energy loss due to overtopping over a vertical wall then porducing partially standing wave and further assuming that the reflected wave has the same phase as the incident wave. In our project, we assume that there is a different phase between incident wave and reflected wave. We use different discharge coefficie

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陳彥儒. "Study of Wave Overtopping on smooth and Step Dikes." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/39937478270529074472.

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碩士<br>建國科技大學<br>土木與防災研究所<br>99<br>This research mainly study the relationship between wave overtopping and wave momentum flux parameter, wave runup layer thicknesses and it is veloctities at smooth and step dikes was completed too. The method of research is using kinds of different slope dikes and incident wave as model test conditions to analysis the influence of free board of dike to wave overtopping rate. As to the numerical calculation, the theory of wave momentum flux to wave runup height (Hughes, 2004) and the theory of wave runup thickness as well the wave runup velocity to estimate the

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Yeh, Po-Hung, and 葉博弘. "Wave Forces on Vertical Breakwaters due to Water Overtopping." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/42693277531436725787.

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碩士<br>國立中興大學<br>土木工程學系<br>84<br>ABSTRACT Estimating the quantity of wave overtopping is an essential part to seawall design. Most previous studies were only paid attention to the volume rate of wave overtopping. The effect of wave overtopping on the property of wave pressure on seawall by means of model experiments was studied in the paper. It was found from the experimental results that the wave pressure, and wave forces on the breakwaters were reducible ranging from

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