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Relevant bibliographies by topics / Wave overtopping

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Academic literature on the topic 'Wave overtopping'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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Journal articles on the topic "Wave overtopping"

1

Gu, Jiayue, Xin Hu, Shuguang Liu, and Quanhe Ju. "INFLUENCE OF CROWN-WALL ON WAVE OVERTOPPING PROBABILITY AND PROBABILITY DISTRIBUTION OVER A SEAWALL." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 70. http://dx.doi.org/10.9753/icce.v36.structures.70.

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In the past decades, the crest height of the seawall was determined by the allowable average wave overtopping rate q. Franco (1994) concluded that individual wave overtoppingï¼Œparticularly the maximum individual volume, provided a better design method than q, considering the stability of the seawall and the safety of vehicles and people along the coastal area protected by the coastal defense structures. Shanghai, located on the west bank of the Pacific Ocean, is quite sensitive to the risk of storm surges and violent wave overtopping. The crown-wall serves as an engineering measure to reduce

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Lee, Woo-Dong, Taegeon Hwang, and Taeyoon Kim. "Inundation Characteristics of Solitary Waves According to Revetment Type." Water 14, no. 23 (2022): 3814. http://dx.doi.org/10.3390/w14233814.

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Wave absorbers installed in front of revetments are effective in reducing wave overtopping and inundation caused by periodic waves. The wave absorbers’ mechanism of reducing wave overtopping and inundation caused by long-period waves such as tsunamis and storm surges is not clearly understood. This study conducted a physical modeling test and numerical analysis based on a large eddy simulation model using in-house code to examine the characteristics of wave overtopping and inundation according to the revetment type for solitary waves. In a vertical revetment (VR), the dominant vertical velocit

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Sawaragi, Toru, Ichiro Deguchi, and San-Kil Park. "REDUCTION OF WAVE OVERTOPPING RATE BY THE USE OF ARTIFICIAL REEFS." Coastal Engineering Proceedings 1, no. 21 (1988): 23. http://dx.doi.org/10.9753/icce.v21.23.

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A wave overtopping rate from a sea dike of various toe depths is formulated based on a weir model in an unidirectional flow. To evaluated the wave overtopping rate from a seadike on an artificial reef by the weir model, a numerical procedure for predicting wave transformations including the effect of forced wave breaking on the reef is constructed. After confirming the applicability of the model through experiments with regular and irregular waves, the effect of artificial reef on wave overtopping is discussed. So-called individual wave analysis method is shown to he applicable to the wave ove

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Gent, Marcel R. A. van. "WAVE OVERTOPPING AT DIKES AND BREAKWATERS UNDER OBLIQUE WAVE ATTACK." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 5. http://dx.doi.org/10.9753/icce.v37.papers.5.

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The crest level of coastal structures such as dikes and breakwaters is often based on estimates of the amount of wave overtopping. One of the important parameters affecting wave overtopping is the angle of the incident waves since oblique waves can significantly reduce the amount of wave overtopping compared to perpendicular wave attack. Based on 3D physical model tests on dikes, rubble mound breakwaters and vertical caisson breakwaters, the influence of oblique wave attack has been evaluated. A new expression for oblique waves has been derived that can be applied for all tested structure type

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Spek, Bart-Jan van der, Eelco Bijl, Jentsje van der Meer, Maximilian Streicher, Peter Troch, and Pierre-Yves Guillermin. "WAVE OVERTOPPING CHARACTERISTICS FOR A DOUBLE VERTICAL WALL AND THE EFFECT OF PARAPETS." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 34. http://dx.doi.org/10.9753/icce.v37.papers.34.

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The mean wave overtopping discharge and extreme overtopping volumes were assessed for a double vertical wall solution, including the combined effect of the mutual distance and effect of parapets, also known as wave return walls or bullnoses. New empirical functions were derived for predicting the mean overtopping discharge and maximum overtopping volumes applicable for this design case. This study demonstrates the importance of analyzing the statistical characteristics of extreme overtopping volumes, especially for cases with low number of overtopping waves and steep volume distributions. It i

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Veale, William, Tomohiro Suzuki, Toon Verwaest, Koen Trouw, and Tina Mertens. "INTEGRATED DESIGN OF COASTAL PROTECTION WORKS FOR WENDUINE, BELGIUM." Coastal Engineering Proceedings 1, no. 33 (2012): 70. http://dx.doi.org/10.9753/icce.v33.structures.70.

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Wave overtopping tests were performed with a 1:25 physical scale model to determine the optimal geometry for design of new wave return walls at Wenduine, Belgium. Wave overtopping on the shallow foreshore at Wenduine was found to be dominated by low-frequency infragravity waves (f < 0.04 Hz at prototype scale). Mean wave overtopping discharge measured with the physical model compared well with the Van Gent (1999) empirical overtopping equations for shallow foreshores. Physical model tests confirmed that the stilling wave basin concept proposed by Geerearts, et al. (2006) and wave wall parap

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Van der Meer, Jentsje Wouter, Bianca Hardeman, Gosse Jan Steendam, Holger Schuttrumpf, and Henk Verheij. "FLOW DEPTHS AND VELOCITIES AT CREST AND LANDWARD SLOPE OF A DIKE, IN THEORY AND WITH THE WAVE OVERTOPPING SIMULATOR." Coastal Engineering Proceedings 1, no. 32 (2011): 10. http://dx.doi.org/10.9753/icce.v32.structures.10.

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Wave overtopping discharges at coastal structures are well described in the EurOtop Manual (2007), including the distribution of overtopping wave volumes. Each volume that overtops a dike or levee will have a certain flow velocity and depth record in time, often given by the maximum velocity and flow depth. This paper describes some further development of the theory on flow depth and velocities on the crest, but will also show an inconsistency with respect to the mass balance. The second part of the paper gives an analysis of measured values on real dikes, simulated by the Wave Overtopping Sim

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Eslami A., Sepehr, and Marcel R. A. Van Gent. "WAVE OVERTOPPING AND RUBBLE MOUND STABILITY UNDER COMBINED LOADING OF WAVES AND CURRENT." Coastal Engineering Proceedings 1, no. 32 (2011): 12. http://dx.doi.org/10.9753/icce.v32.structures.12.

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Coastal structures such as breakwaters are usually studied under wave loading only. However, at several locations also a current is present. For instance, breakwaters along intake and outfall channels of power plants and desalination plants, or structures in regions with important tidal currents, experience wave loading that can be affected by currents. Nevertheless, wave overtopping and rubble mound stability are usually studied under wave loading only; the effects of waves on wave overtopping and rock slope stability have been summarised in many empirical design formulae. None of the existin

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Thaha, Muhammad Arsyad, P. H. Mukhsan, A. M. Subhan, and A. Ildha Dwipuspita. "Single Slope Shore Protection as a Wave Energy Catcher." MATEC Web of Conferences 203 (2018): 01008. http://dx.doi.org/10.1051/matecconf/201820301008.

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Wave energy is being increasingly regarded in many countries as a major, promising and renewable resource. This paper presents the development of slope coastal protection as a wave energy converter by capturing sea water into the reservoir through overtopping process. Physical models simulation were conducted at The Laboratory of Coastal Engineering, Hasanuddin University. A model of 30 cm x 90 cm in the 30° degree of slope made from acrylic material equipped with a reservoir at the top surface of the structures to catch seawater through run up and overtopping. Models were simulated with vario

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Kerpen, Nils B., and Torsten Schlurmann. "WAVE OVERTOPPING AT DYKES WITH TOPPED VERTICAL WALL - IMPACTS OF OBLIQUE WAVE ATTACK." Coastal Engineering Proceedings 1, no. 33 (2012): 60. http://dx.doi.org/10.9753/icce.v33.structures.60.

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Hydraulic model tests at a scale of 1:10 are carried out in a 40 m x 25 m wave basin with a state-of-the-art 3D wave generator in order to collect wave overtopping data at vertical walls and dykes with topped vertical walls. Wave conditions in the near field of the structures, velocities under waves and the mean overtopping discharge are measured. The experiments have been commissioned by the Lower Saxony Water Management, Coastal Defense and Nature Conservation Agency (NLWKN) with the purpose to deliver essential overtopping data for validation of numerical models. Two main geometries are ana

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Dissertations / Theses on the topic "Wave overtopping"

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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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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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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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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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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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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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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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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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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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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Books on the topic "Wave overtopping"

1

Ahrens, John. Methods to reduce wave runup and overtopping of existing structures. U.S. Army Engineer Waterways Experiment Station, 1988.

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Ahrens, John. Methods to reduce wave runup and overtopping of existing structures. U.S. Army Engineer Waterways Experiment Station, 1988.

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Douglass, Scott L. Review and comparison of methods for estimating irregular wave overtopping rates. U.S. Army Engineer Waterways Experiment Station, 1986.

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Ahrens, John. Irregular wave overtopping of seawall/revetment configurations, Roughans Point, Massachusetts: Experimental model study. U.S. Army Engineer Waterways Experiment Station, 1986.

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Ahrens, John. Irregular wave overtopping of seawall/revetment configurations, Roughans Point, Massachusetts: Experimental model study. U.S. Army Engineer Waterways Experiment Station, 1986.

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Heimbaugh, Martha S. Coastal engineering studies in support of Virginia Beach, Virginia, Beach Erosion Control and Hurricane Protection Project: Report 1, physical model tests of irregular wave overtopping and pressure measurements. U.S. Army Engineer Waterways Experiment Station, 1988.

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7

Carver, Robert D. Stability of stone- and dolos-armored, rubble-mound breakwater heads subjected to nonbreaking waves with no overtopping. U.S. Army Engineer Waterways Experiment Station, 1987.

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Carver, Robert D. Stability of stone- and dolos-armored rubble-mound breakwater heads subjected to breaking and nonbreaking waves with no overtopping. U.S. Army Engineer Waterways Experiment Station, 1989.

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9

Ward, Donald L. Use of a rubble berm for reducing runup, overtopping, and damage on a 1V to 2H riprap slope: Experimental model investigation. U.S. Army Engineer Waterways Experiment Station, 1993.

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10

Richardson, Stephen Robert. Numerical simulation of impulsive wave overtopping events resulting from landslides. 2002.

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Book chapters on the topic "Wave overtopping"

1

Murakami, K., D. Maki, and K. Ogino. "Effect of Wind Velocity on Wave Overtopping." In APAC 2019. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-0291-0_9.

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Sabino, André, Armanda Rodrigues, João Araújo, Pedro Poseiro, Maria Teresa Reis, and Conceição Juana Fortes. "Wave Overtopping Analysis and Early Warning Forecast System." In Computational Science and Its Applications – ICCSA 2014. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-09144-0_19.

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Margheritini, Lucia, Diego Vicinanza, and Jens Peter Kofoed. "Overtopping performance of Sea wave Slot cone Generator." In Coasts, marine structures and breakwaters: Adapting to change. Thomas Telford Ltd, 2010. http://dx.doi.org/10.1680/cmsb.41301.0066.

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Hunt-Raby, Alison, Ilya Khairanis Othman, Ravindra Jayaratne, Geoff Bullock, and Henrik Bredmose. "Effect of protruding roughness elements on wave overtopping." In Coasts, marine structures and breakwaters: Adapting to change. Thomas Telford Ltd, 2010. http://dx.doi.org/10.1680/cmsb.41318.0054.

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Anastasaki, E. N., V. K. Tsoukala, and C. I. Moutzouris. "Berm breakwater against wave overtopping – An experimental study." In Environmental Hydraulics. Volume 1. CRC Press, 2022. http://dx.doi.org/10.1201/9780429100307-99.

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Zannella, Amanda, Andrea Esposito, Irene Simonetti, and Lorenzo Cappietti. "Adaptation of the coastal protection system at Marina di Pisa, to extreme sea conditions: experimental analysis of the submerged breakwater and gravel beach." In Monitoring of Mediterranean Coastal Areas: Problems and Measurement Techniques. Firenze University Press, 2024. https://doi.org/10.36253/979-12-215-0556-6.90.

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The coast of Marina di Pisa has been subjected to strong erosion for decades. The current protective system comprises a large rubble-mound seawall, 6 emerged rubble-mound breakwaters, and 4 cells made up of a submerged breakwater and an artificial gravel beach framed by two groynes at the extremities. One of these cells experiences large amounts of water and gravel overtop onto the promenade and its two main components are studied through three design parameters: gravel nourishment width, gravel nourishment height, and width of the submerged breakwater crest. Fifteen configurations based on th

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Deplaix, J. M. "Applicability of the Blue Wave to the Canal from Villiers to Beaulieu." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6138-0_27.

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AbstractThe Blue Wave is a locking structure that allows simultaneous navigation in both directions of navigation, without stopping in most cases, and at a speed depending on the local topography.Its principle has been described in an issue of PIANC Bulletin, N°108, september 2001.It could be used, in lieu of a set of locks, on a Canal which is presently being improved to CEMT Class Va, far upstream from Paris, the Canal from Villiers to Beaulieu (Petite Seine, France).It is possible to form 10 reaches of 1,000 m each, separated by doors (mitre or valve). The depth available in the existing bo

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Pawitan, Krisna Adi. "Development of Oscillating Water Column and Wave Overtopping—Wave Energy Converters in Europe Over the Years." In Ocean Wave Energy Systems. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-78716-5_4.

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Krishnasamy, V. K., M. H. Jamal, and M. R. Haniffah. "Modelling of Wave Runup and Overtopping Over Accropode II Breakwater." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-5947-9_35.

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Ebrahimi, M., M. Van Damme, and S. Soares-Frazão. "Photogrammetry measurements of wave overtopping erosion on a seashore dike." In River Flow 2022. CRC Press, 2024. http://dx.doi.org/10.1201/9781003323037-23.

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Conference papers on the topic "Wave overtopping"

1

Douglass, Scott L. "Irregular Wave Overtopping Rates." In 19th International Conference on Coastal Engineering. American Society of Civil Engineers, 1985. http://dx.doi.org/10.1061/9780872624382.023.

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Schüttrumpf, Holger, and Marcel R. A. van Gent. "Wave Overtopping at Seadikes." In Coastal Structures 2003. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40733(147)36.

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van der Meer, Jentsje W., Patrizia Bernardini, Wout Snijders, and Eric Regeling. "THE WAVE OVERTOPPING SIMULATOR." In Proceedings of the 30th International Conference. World Scientific Publishing Company, 2007. http://dx.doi.org/10.1142/9789812709554_0390.

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Juhl, Jørgen, and Peter Sloth. "Wave Overtopping of Breakwaters Under Oblique Waves." In 24th International Conference on Coastal Engineering. American Society of Civil Engineers, 1995. http://dx.doi.org/10.1061/9780784400890.087.

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van Gent, Marcel R. A. "WAVE OVERTOPPING EVENTS AT DIKES." In Proceedings of the 28th International Conference. World Scientific Publishing Company, 2003. http://dx.doi.org/10.1142/9789812791306_0185.

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Ahrens, J., and M. Heimbaugh. "Irregular Wave Overtopping of Seawalls." In OCEANS '86. IEEE, 1986. http://dx.doi.org/10.1109/oceans.1986.1160520.

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De Rouck, Julien, Björn Van de Walle, Jimmy Geeraerts, et al. "Full Scale Wave Overtopping Measurements." In Coastal Structures 2003. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40733(147)41.

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"Stream 8C: Wave Overtopping Developments." In ICE Coasts, Marine Structures and Breakwaters Conference. Emerald Publishing Limited, 2024. http://dx.doi.org/10.1680/cmsb.67042.1579.

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Victor, Lander, Jens Peter Kofoed, and Peter Troch. "Hydrodynamic Behavior of Overtopping Wave Energy Converters Built in Sea Defense Structures." In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20372.

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Many sea defense structures need to be adapted to the rising sea water level and changing wave climate due to global warming. The accordingly required investments open perspectives for wave energy converters (WECs) — that are built as part of the sea defense structures — to become economically viable. In this paper the average overtopping discharges q of overtopping wave energy converters built in sea defense structures are studied. Physical model tests with this type of devices have been carried out in a wave flume leading to experimentally determined values for the average overtopping discha

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Imamura, John T., and Alaa Mansour. "A Conceptual Overtopping Wave Energy Convertor Suitable for Small Waves." In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20133.

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This paper proposes a design concept in the area of overtopping ocean wave energy devices. Current models of overtopping devices are limited to locations which experience large wave activity. The high energy associated with large waves enables the ocean water waves to overtop the device ramp into the collection reservoir which discharges through a power generating turbine. The ramp height is necessarily large to establish a sufficient collection reservoir head. The proposed design concept can utilize small waves by implementing a gearing system which can transfer water to the collection reserv

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Reports on the topic "Wave overtopping"

1

Melby, Jeffrey, Thomas Massey, Abigail Stehno, Norberto Nadal-Caraballo, Shubhra Misra, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 1 – background and approach. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41820.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level and wave hazards for the Port Arthur CSRM structures. Coastal storm water level (SWL) and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195

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Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 2 – Port Arthur. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41901.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level and wave hazards for the Port Arthur CSRM structures. Coastal storm water level (SWL) and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195

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Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 4 – Freeport. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41903.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level (SWL) and wave hazards for the Freeport CSRM structures. Coastal SWL and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropica

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Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 3 – Orange County. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41902.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level (SWL) and wave hazards for the Orange County CSRM structures. Coastal SWL and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tr

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Demirbilek, Zeki, Lihwa Lin, Okey Nwogu, Michael Mohr, Shanon Chader, and Geoffrey Hintz. Numerical modeling of wave overtopping of Buffalo Harbor Confined Disposal Facility (CDF4). Coastal and Hydraulics Laboratory (U.S.), 2017. http://dx.doi.org/10.21079/11681/25505.

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Melito, Ivano, and Jeffrey A. Melby. Wave-Induced Runup and Overtopping Transmission for Core-Loc(TM) Armor Layers. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada383460.

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Ward, Donald L. Prediction of Overtopping Rates for Irregular Waves on Riprap Revetments. Defense Technical Information Center, 1992. http://dx.doi.org/10.21236/ada251474.

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Carver, Robert D., and Martha S. Heimbaugh. Stability of Stone- and Dolos-Armored Rubble-Mound Breakwater Heads Subjected to Breaking and Nonbreaking Waves with No Overtopping. Defense Technical Information Center, 1989. http://dx.doi.org/10.21236/ada208527.

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Usoi Dam wave overtopping and flood routing in the Bartang and Panj Rivers, Tajikistan. US Geological Survey, 2006. http://dx.doi.org/10.3133/wri20034004.

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