Relevant bibliographies by topics / Wave run-up

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Wave run-up'

Author: Grafiati
Published: 4 June 2021
Last updated: 18 February 2022

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Journal articles on the topic "Wave run-up"

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Lee, Sang Beom, Seung Yoon Han, Young Myoung Choi, Sun Hong Kwon, Dong Woo Jung, and Jun Soo Park. "Study on Wave Run-Up Phenomenon over Vertical Cylinder." Journal of Ocean Engineering and Technology 27, no. 4 (2013): 62–67. http://dx.doi.org/10.5574/ksoe.2013.27.4.062.

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Takezawa, Mitsuo, Masaru Mizuguchi, Shintaro Hotta, and Susumu Kubota. "WAVE RUN-UP ON A NATURAL BEACH." Coastal Engineering Proceedings 1, no. 21 (1988): 10. http://dx.doi.org/10.9753/icce.v21.10.

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The swash oscillation, waves and water particle velocity in the surf zone were measured by using 16 mm memo-motion cameras and electromagnetic current meters. It was inferred that incident waves form two-dimensional standing waves with the anti-node in the swash slope. Separation of the incident waves and reflected waves was attempted with good results using small amplitude long wave theory. Reflection coefficient of individual waves ranged between 0.3 and 1.0. The joint distribution of wave heights and periods in the swash oscillation exhibited different distribution from that in and outside
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Fiedler, Julia W., Adam P. Young, Bonnie C. Ludka, et al. "Predicting site-specific storm wave run-up." Natural Hazards 104, no. 1 (2020): 493–517. http://dx.doi.org/10.1007/s11069-020-04178-3.

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Abstract Storm wave run-up causes beach erosion, wave overtopping, and street flooding. Extreme runup estimates may be improved, relative to predictions from general empirical formulae with default parameter values, by using historical storm waves and eroded profiles in numerical runup simulations. A climatology of storm wave run-up at Imperial Beach, California is developed using the numerical model SWASH, and over a decade of hindcast spectral waves and observed depth profiles. For use in a local flood warning system, the relationship between incident wave energy spectra E(f) and SWASH-model
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Steendam, Gosse Jan, Jentsje Wouter Van der Meer, Andre Van Hoven, and Astrid Labrujere. "WAVE RUN-UP SIMULATIONS ON REAL DIKES." Coastal Engineering Proceedings, no. 35 (June 23, 2017): 42. http://dx.doi.org/10.9753/icce.v35.structures.42.

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A new Wave Run-up Simulator has been designed, constructed, calibrated and used for testing of the seaward face of dikes. The upper part of dikes or levees often have a clay layer with a grass cover. The new device is able to test the strength of the grass cover under simulation of up-rushing waves for pre-defined storm conditions. The cumulative overload method has been developed to describe the strength of grass covers on the crest and landward side of dikes, for overtopping wave volumes. In essence there is not a lot of difference between the hydraulic load from an overtopping wave volume o
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Didenkulova, I., and A. Rodin. "A typical wave wake from high-speed vessels: its group structure and run-up." Nonlinear Processes in Geophysics 20, no. 1 (2013): 179–88. http://dx.doi.org/10.5194/npg-20-179-2013.

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Abstract. High-amplitude water waves induced by high-speed vessels are regularly observed in Tallinn Bay, the Baltic Sea, causing intense beach erosion and disturbing marine habitants in the coastal zone. Such a strong impact on the coast may be a result of a certain group structure of the wave wake. In order to understand it, here we present an experimental study of the group structure of these wakes at Pikakari beach, Tallinn Bay. The most energetic vessel waves at this location (100 m from the coast at the water depth 2.7 m) have amplitudes of about 1 m and periods of 8–10 s and cause maxim
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Kreyenschulte, Moritz, David Schürenkamp, Benedikt Bratz, Holger Schüttrumpf, and Nils Goseberg. "Wave Run-Up on Mortar-Grouted Riprap Revetments." Water 12, no. 12 (2020): 3396. http://dx.doi.org/10.3390/w12123396.

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The wave run-up height is a crucial design parameter that determines the crest height of a sea dike and is used for estimating the number of overtopping waves. Therefore, a reduction of the wave run-up height is generally aspired in the design of dikes, which can be achieved by mortar-grouted riprap revetments (MGRR). Although MGRRs are widely utilized revetments along the German North Sea coast, no investigations into the wave run-up height on this revetment type are available to date. Full-scale hydraulic model tests were hence conducted to investigate wave run-up heights on partially groute
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Mather, Andrew Alan, Derek Stretch, and Gerald Garland. "WAVE RUN UP ON NATURAL BEACHES." Coastal Engineering Proceedings 1, no. 32 (2011): 45. http://dx.doi.org/10.9753/icce.v32.currents.45.

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Wave run up is important for quantifying risks to infrastructure in the coastal zone. The performance of global wave run up models are assessed by applying them to two significant storms along the South African coastline in 2007 and 2008. The models produced mixed results and therefore the development of a new wave run up model was undertaken. This model uses the distance offshore to a point on the bathymetric profile, located approximately at the cut off depth, as a proxy for the underwater beach profile. This new wave run up model has been calibrated for open coastlines as well as large and
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LI, YING, and FREDRIC RAICHLEN. "Non-breaking and breaking solitary wave run-up." Journal of Fluid Mechanics 456 (April 9, 2002): 295–318. http://dx.doi.org/10.1017/s0022112001007625.

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The run-up of non-breaking and breaking solitary waves on a uniform plane beach connected to a constant-depth wave tank was investigated experimentally and numerically. If only the general characteristics of the run-up process and the maximum run-up are of interest, for the case of a breaking wave the post-breaking condition can be simplified and represented as a propagating bore. A numerical model using this bore structure to treat the process of wave breaking and subsequent shoreward propagation was developed. The nonlinear shallow water equations (NLSW) were solved using the weighted essent
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Saville, Jr., Thorndike. "WAVE RUN-UP ON COMPOSITE SLOPES." Coastal Engineering Proceedings 1, no. 6 (2011): 41. http://dx.doi.org/10.9753/icce.v6.41.

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A method is presented for determining wave run-up on composite slopes from laboratory- derived curves for single slopes. The method is one of successive approximations and involves replacement of the actual composite slope with a hypothetical single slope obtained from the breaking depth and an estimated run-up value. Comparison of predicted values is made with actual laboratory data.
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Mj, Dripta, and Denys Dutykh. "Learning extreme wave run-up conditions." Applied Ocean Research 105 (December 2020): 102400. http://dx.doi.org/10.1016/j.apor.2020.102400.

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Dissertations / Theses on the topic "Wave run-up"

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Roux, Abraham Pierre. "A re-assessment of wave run up formulae." Thesis, Stellenbosch : Stellenbosch University, 2015. http://hdl.handle.net/10019.1/96562.

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Thesis (MEng)--Stellenbosch University, 2015.<br>ENGLISH ABSTRACT: Over the last few decades, wave run up prediction has gained the interest of numerous researchers and every newly-published paper has aimed to predict wave run up with greater accuracy. Wave run up is defined as the vertical elevation reached by a wave's, front water edge as it runs up a beach, measured relative to the still water line. Wave run up is dependent on the incidental wave height, the wave period, the beach slope and the wave steepness. The majority of publications incorporate all of these factors, but some do n
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Morris-Thomas, Michael. "An investigation into wave run-up on vertical surface piercing cylinders in monochromatic waves." University of Western Australia. School of Oil and Gas Engineering, 2003. http://theses.library.uwa.edu.au/adt-WU2004.0010.

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[Formulae and special characters can only be approximated here. Please see the pdf version of the abstract for an accurate reproduction.] Wave run-up is the vertical uprush of water when an incident wave impinges on a free- surface penetrating body. For large volume offshore structures the wave run-up on the weather side of the supporting columns is particularly important for air-gap design and ultimately the avoidance of pressure impulse loads on the underside of the deck structure. This investigation focuses on the limitations of conventional wave diffraction theory, where the free-surface
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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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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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Chapman, Neil. "Modelling the dynamic interaction between hydrology, slope stability and wave run-up processes in the soft-sea cliffs at Covehithe, Suffolk, UK." Thesis, Birkbeck (University of London), 2014. http://bbktheses.da.ulcc.ac.uk/98/.

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Soft-rock coastal cliff retreat progresses by an intermittent and discontinuous series of slope mass movements, generally accepted to be concentrated during phases of strong wave attack or heavy rain. One of the fundamental limitations to improving understanding of these processes is a lack of accurate quantitative data on the hydrological and geotechnical behaviour of the cliff slope. In this study, high-resolution terrestrial surveys of coastal change over a fifteen year period have been analysed and combined with hydrological and geotechnical simulations of cliff behaviour under rainfall st
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Wilson, Jessica. "The Efficacy and Design of Coastal Protection Using Large Woody Debris." Thesis, Université d'Ottawa / University of Ottawa, 2020. http://hdl.handle.net/10393/41573.

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Those who frequent the coastline may be accustomed to seeing driftwood washed onshore, some of it having seemingly found a home there for many years, others having been freshly deposited during the last set of storms; However, if a passerby were to take a closer look at the driftwood on the coastline, they may notice that some of these logs – also known as Large Woody Debris (LWD) – are anchored in place, a practice which is generally used for the purpose of stabilizing the shoreline or reducing wave-induced flooding. Records of existing anchored LWD project sites date back to 1997 and anecdo
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Röhner, Michael. "Schwallwellen infolge der Bewegung einer Begrenzungsfläche." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-77100.

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Restlöcher ausgekohlter Braunkohlentagebaue werden aus landeskulturellen und ökonomischen Gründen wasserwirtschaftlich als Speicher, Hochwasserrückhaltebecken, Klärteiche, Wassergewinnungsanlagen sowie zur Naherholung genutzt. Diese Restlöcher werden zum großen Teil von aus geschüttetem Abraum bestehenden Böschungen umschlossen. Bei Wasserspiegelschwankungen neigen diese unbefestigten Böschungen zum Rutschen. Als Folge dieser Böschungsrutschungen bilden sich auf der Wasseroberfläche Wellen, die eine beachtliche Größe erreichen können. Diese Schwallwellen übertreffen in ihren Ausmaßen die Windw
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Silva, Guilherme Vieira da. "Cota de inundação e recorrência para a enseada do Itapocorói e praia de Morro dos Conventos, Santa Catarina." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2012. http://hdl.handle.net/10183/56330.

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Este trabalho apresenta o cálculo da cota de inundação para a Enseada do Itapocorói e para a praia de Morro dos Conventos, litoral do Estado de Santa Catarina. Para atingir os objetivos desse trabalho, a cota de inundação foi calculada através da soma das marés meteorológica e astronômica e do wave run-up. Foi utilizada uma base de 60 anos (horária) de dados de marés e ondas, além de dados de batimetria e topografia das praias. Com o intuito de se obter dados mais realistas do wave run-up, os parâmetros ondulatórios da base de dados foram transferidos de águas profundas para próximo da costa c
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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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Guibourg, Sandrine. "MModélisations numérique et expérimentale des houles bidimensionnelles en zone cotière." Université Joseph Fourier (Grenoble), 1994. http://www.theses.fr/1994GRE10160.

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Une analyse theorique detaillee des equations de boussinesq et de serre a ete realisee. Les domaines de validite de chaque equation ont ete determines theoriquement. Ces equations d'ondes longues sont discretisees selon un schema aux differences finies pour des ondes de surface libre sur fond plat et fond variable. Par le biais d'une comparaison numerique avec des essais experimentaux d'ondes longues sur fond plat, les modeles numeriques ont ete etendus a la description des ondes courtes. Un terme dispersif correctif a ete introduit pour ameliorer les capacites dispersives des modeles. Des ess
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Books on the topic "Wave run-up"

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Gourlay, M. R. Wave set-up, wave run-up, and beach water table: Interaction between surf zone hydraulics and groundwater hydraulics. Dept. of Civil Engineering, University of Queensland, 1990.

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Gourlay, M. R. Wave set-up,wave run-up and beach water table: Interaction between surf zone hydraulics and groundwater hydraulics. University of Queensland, Dept. of Civil Engineering, 1990.

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Kobayashi, Nobuhisha. Irregular wave reflection and run-up on rough impermeable slopes. 1991.

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Shih, Shyuer-ming. Processes of sea-cliff erosion on the Oregon coast: From neotectonics to wave run-up. 1992.

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Shih, Shyuer-Ming. Processes of sea-cliff erosion on the Oregon coast: From neotectonics to wave run-up. 1992.

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Shih, Shyuer-ming. Processes of sea-cliff erosion on the Oregon coast: From neotectonics to wave run-up. 1992.

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Chan, Felicia. Performing (Comic) Abjection in the Hong Kong Ghost Story. Edinburgh University Press, 2018. http://dx.doi.org/10.3366/edinburgh/9781474424592.003.0007.

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Horror films in Hong Kong cinema have eschewed terror in favour of comedy, where supernatural beings take the form of hopping vampires, wandering spirits and underworld demons rendered in latex masks and movie slime. This chapter explores the comic presentation of these subjects in Hong Kong horror, where the self-reflexive exposure of the cinematic machinery of costume and special effects appear to put it at odds with the spectral affectivity of the Hong Kong ghost story. This chapter returns to two classic films from the mid-1980s, A Chinese Ghost Story (Tsui Hark 1987) and Rouge (Stanley Kw
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Book chapters on the topic "Wave run-up"

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Pelinovsky, E. N. "Nonlinear Theory of Sea Wave Run-Up." In Nonlinear Waves. Springer Berlin Heidelberg, 1989. http://dx.doi.org/10.1007/978-3-642-74366-5_12.

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İnan, Asu, and Lale Balas. "A Moving Boundary Wave Run-Up Model." In Computational Science – ICCS 2007. Springer Berlin Heidelberg, 2007. http://dx.doi.org/10.1007/978-3-540-72584-8_6.

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Subramaniam, Suba Periyal, Babette Scheres, and Holger Schüttrumpf. "Numerical Investigation of Wave Run-Up on Curved Dikes." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8506-7_7.

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Tao, Jianhua. "Numerical Simulation of Wave Run-up and Breaking on Beach." In Numerical Simulation of Water Waves. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-2841-5_5.

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Kundapura, Suman, Subba Rao, and Vittal Hegde Arkal. "Relative Wave Run-Up Parameter Prediction of Emerged Semicircular Breakwater." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5195-6_63.

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Abdalazeez, Ahmed, Ira Didenkulova, and Denys Dutykh. "Dispersive Effects During Long Wave Run-up on a Plane Beach." In Advances in Natural Hazards and Hydrological Risks: Meeting the Challenge. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-34397-2_28.

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Didenkulova, Ira, and Efim Pelinovsky. "Tsunami Wave Run-up on a Vertical Wall in Tidal Environment." In Global Tsunami Science: Past and Future. Volume III. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-03760-4_11.

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Stelling, G. S., and M. Zijlema. "Numerical Modeling of Wave Propagation, Breaking and Run-Up on a Beach." In Lecture Notes in Computational Science and Engineering. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-03344-5_13.

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Bacigaluppi, P., M. Ricchiuto, and P. Bonneton. "A 1D Stabilized Finite Element Model for Non-hydrostatic Wave Breaking and Run-up." In Finite Volumes for Complex Applications VII-Elliptic, Parabolic and Hyperbolic Problems. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-05591-6_78.

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John, Beena Mary, R. T. Arun Vignesh, Kiran G. Shirlal, and Subba Rao. "Experimental Study on Role of Emergent Artificial Coastal Vegetation in Controlling Wave Run Up." In Hydrologic Modeling. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-5801-1_37.

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Conference papers on the topic "Wave run-up"

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Schüttrumpf, Holger, Hendrik Bergmann, and Hans-Henning Dette. "The Concept of Residence Time for the Description of Wave Run-Up, Wave Set-Up and Wave Run-Down." In 24th International Conference on Coastal Engineering. American Society of Civil Engineers, 1995. http://dx.doi.org/10.1061/9780784400890.042.

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Inukai, Naoyuki, Kazuki Ogawa, Yoshifumi Ejiri, Takeshi Ootake, and Hiroshi Yamamoto. "Wave run up dynamics at Jogehama beach." In 2016 Techno-Ocean (Techno-Ocean). IEEE, 2016. http://dx.doi.org/10.1109/techno-ocean.2016.7890727.

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Rad, F. "Calculation of Wave Run-up on Slopes." In Sixth International Conference on Civil Engineering in the Oceans. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40775(182)20.

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Shih, S. M., P. D. Komar, K. J. Tillotson, W. G. McDougal, and P. Ruggiero. "Wave Run-Up and Sea-Cliff Erosion." In 24th International Conference on Coastal Engineering. American Society of Civil Engineers, 1995. http://dx.doi.org/10.1061/9780784400890.158.

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Takezawa, Mitsuo, Masaru Mizuguchi, Shintaro Hotta, and Susumu Kubota. "Wave Run-Up on a Natural Beach." In 21st International Conference on Coastal Engineering. American Society of Civil Engineers, 1989. http://dx.doi.org/10.1061/9780872626874.011.

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Niedzwecki, J. M., and A. S. Duggal. "Wave Run-Up and Wave Forces on a Truncated Cylinder." In Offshore Technology Conference. Offshore Technology Conference, 1990. http://dx.doi.org/10.4043/6409-ms.

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Muttray, Markus, Hocine Oumeraci, and Erik ten Oever. "WAVE REFLECTION AND WAVE RUN-UP AT RUBBLE MOUND BREAKWATERS." In Proceedings of the 30th International Conference. World Scientific Publishing Company, 2007. http://dx.doi.org/10.1142/9789812709554_0362.

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Juang, Jea-Tzyy. "Effect on Roughness to Irregular Wave Run-Up." In 24th International Conference on Coastal Engineering. American Society of Civil Engineers, 1995. http://dx.doi.org/10.1061/9780784400890.086.

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Grüne, Joachim. "Field Study on Wave Run-Up on Seadykes." In 25th International Conference on Coastal Engineering. American Society of Civil Engineers, 1997. http://dx.doi.org/10.1061/9780784402429.078.

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Wang, Zeya, and Joachim Grüne. "Wave Run-Up on Revetments with Composite Slopes." In 25th International Conference on Coastal Engineering. American Society of Civil Engineers, 1997. http://dx.doi.org/10.1061/9780784402429.079.

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