Thematische Bibliographien / Coastal structure

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Auswahl der wissenschaftlichen Literatur zum Thema „Coastal structure“

Autor: Grafiati

Veröffentlicht am 7. September 2021

Zuletzt aktualisiert am 29. Juli 2025

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Zeitschriftenartikel zum Thema "Coastal structure"

Payo, Andrés, David Favis-Mortlock, Mark Dickson, et al. "Coastal Modelling Environment version 1.0: a framework for integrating landform-specific component models in order to simulate decadal to centennial morphological changes on complex coasts." Geoscientific Model Development 10, no. 7 (2017): 2715–40. http://dx.doi.org/10.5194/gmd-10-2715-2017.

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Abstract. The ability to model morphological changes on complex, multi-landform coasts over decadal to centennial timescales is essential for sustainable coastal management worldwide. One approach involves coupling of landform-specific simulation models (e.g. cliffs, beaches, dunes and estuaries) that have been independently developed. An alternative, novel approach explored in this paper is to capture the essential characteristics of the landform-specific models using a common spatial representation within an appropriate software framework. This avoid the problems that result from the model-c

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Taylor, David, Sean Garber, Scott Collins, Scott Baker, and Andrew Cornett. "EXTREME WAVES IN SHALLOW WATER AND DREDGED CHANNELS FOR DIRECTIONAL SEAS." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 37. http://dx.doi.org/10.9753/icce.v37.structures.37.

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Extreme wave conditions at coastal structures located offshore of natural coastlines and the zone of wave breaking are influenced by the deepwater wave conditions, the coastal bathymetry between deepwater and the structure, and the ongoing growth, generation and decay of waves across the coastal shelf. At locations where the coastal shelf is relatively flat, the gradually reducing water depths can limit the significant and maximum wave heights and crest elevations that may be encountered. If a coastal structure is located in deeper water than the bathymetry of approaching waves, for example po

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Jayaratne, Ravindra, Adewale Abimbola, and Nilakshan Balasubramaniam. "EXPERIMENTAL AND NUMERICAL STUDY OF THE HYDRO-SEDIMENTARY DYNAMICS ON THE LAND SIDE OF A COASTAL DIKE." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 126. https://doi.org/10.9753/icce.v38.structures.126.

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Coastal dikes are commonly found coastal defense structures in many tsunami-prone areas. They have proven effective in safeguarding coastal communities and valuable coastal assets during tsunamis and other extreme wave events. Nevertheless, the presence of such structures in the coastal area significantly influences the hydro-sedimentary dynamics of the neighboring coastal region. Moreover, wave overtopping on these protective structures lead to local erosion, referred to as scour. Scour has direct relationship on the stability of the structure, causes infrastructure damage, and poses risks to

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Leija, Mariana Gonzalez, and Soffa Fregoso Lomas. "ASSESSMENT OF A NATURE-BASED STRUCTURE TO MANAGE COASTAL DUNE EROSION IN YUCATAN, MEXICO." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 57. http://dx.doi.org/10.9753/icce.v36.structures.57.

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In Yucatan , one of the main causes of coastal erosion is the use of "remedy" measures (groins or "espolones") by communities whom refuses to eliminate them (Medellin, 2015, Ruiz,2016). The erosion management approach has been dominated by engineering schemes resulting in beach values degradation and despite the development of recovery programs, no actions for protection/restoration of coastal ecosystems particularly , dunes have never been undertaken. In addition , dune flattening and vegetation elimination are common practices associated to coastal land use. Today , 56.1% of coast lacks of a

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Dugor, Jérémy, Jentsje Van der Meer, Julien Baills, and Didier Rihouey. "EUROTOP OVERTOPPING GUIDANCE APPLIED IN A TOOL TO THE LARGE VARIETY OF COASTAL PROTECTIONS AT ILE DE RÃ‰." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 33. http://dx.doi.org/10.9753/icce.v36.structures.33.

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Ile de RÃ© is a low-lying island located on the western edge of France. The extreme storm Xynthia (February 2010), was one of the most destructive natural disasters in this area, causing severe damages and breaches on coastal protections and one third of the total area of the island was flooded. Storm impact feedback showed that wave overtopping and/or overflow was responsible for more than 60 failures or breaches. From this major event, an important work was undertaken to improve the 100 km of coastal structures. This paper describes the development of a tool, partly based on numerical modell

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Mortime, William, Alison Raby, Alessandro Antonini, Deborah Greaves, and Ton van den Bremer. "IMPLICATIONS OF SECOND-ORDER WAVE GENERATION FOR USE IN WAVESTRUCUTRE RESPONSE EXPERIMENTS." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 49. http://dx.doi.org/10.9753/icce.v37.structures.49.

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Coastal communities and critical coastal assets are therefore increasingly reliant on engineered protection from wave-induced flooding. Dynamic wave force and wave run-up are among key design parameters of such protection. Present understanding of coastal wave-structure interactions and responses was gained through large databases of experimental data as well as numerical, and field measurements. It is well known that experimental data of wave-structure interaction are contaminated by second-order error waves at sub- and super-harmonic frequencies when first-order wave generation is used. The

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Francone, Antonio, Gianfausto Salvadori, Fabrizio Durante, Giuseppe Roberto Tomasicchio, Felice D'Alessandro, and Elisa Leone. "MULTIVARIATE ANALYSIS FOR THE COMPOUND ASSESSMENT OF COASTAL STRUCTURES: THE MILFORD-ON-SEA (UK) CASE STUDY." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 104. https://doi.org/10.9753/icce.v38.structures.104.

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The assessment of sea structures is a critical endeavor in coastal engineering, ensuring the safety and sustainability of coastal developments and infrastructures. Effective management and protection of coastal areas require reliable predictions of shoreline evolution when hard structures are present. In most cases, sea structure assessment involves dealing with both deterministic and random factors. Deterministic modeling is adopted to determine the shoreline response based on wave conditions, providing a baseline understanding on how the structure might behave under standard circumstances. H

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Rizki, Maulida Amalia. "Redesign of Core Groyne Using Natural Materials." IJTI (International Journal of Transportation and Infrastructure) 3, no. 1 (2020): 51–60. http://dx.doi.org/10.29138/ijti.v3i1.1056.

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Coastal abrasion is one of the serious problems with shoreline change. In addition to natural processes, such as wind, currents and waves. One method for overcoming coastal abrasion is the use of coastal protective structures, where the structure functions as a wave energy damper at a particular location. Coastal buildings are used to protect the beach against damage due to wave and current attacks. Groyne is a coastal safety structure that is built protrudes relatively perpendicular to the direction of the coast, the importance of built coastal security with a groyne structure on the Jetis be

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Güler, Işıkhan, Cem Sevindik, Alperen Mülayim Korkmaz., et al. "HYDRAULIC TESTS ON A XBLOCPLUS ARMOURED COASTAL REVETMENT." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 93. https://doi.org/10.9753/icce.v38.structures.93.

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In this study, the hydraulic tests performed on a XBlocPlus® armoured coastal revetment structure to be constructed at the mid-western Black Sea coast of Turkey are presented. The revetment structure protects a reclaimed area next to a thermal power-plant. The tests include measurements regarding i) the stability of the armour layer, ii) mean and individual wave overtopping iii) wave loads on the crown wall, and iv) overtopping induced scour at the lee-side. The revetment structure has an approximate length of 1 km. The toe depth varies between -7 m to -17 m (mean sea level, MSL). The design h

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Westcott, Gregory, Annette R. Grilli, Stephan Grilli, James T. Kirby, and Fengyan Shi. "INDIVIDUAL WAVE EFFECTS ON COASTAL STRUCTURE DAMAGE DURING WINDSTORMS." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 14. http://dx.doi.org/10.9753/icce.v36.structures.14.

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In hazard assessment studies that evaluate the damage caused to coastal structures by windstorm-generated surge and waves, the standard approach has been to estimate structural loading by applying phase-averaged wave propagation models (e.g., SWAN, STWAVE) and storm surge models (e.g., ADCIRC), coupled or not with each other. Bare-earth â€œDigital Elevation Modelsâ€ (DEMs) have typically been used as a basis for model grid development, with sometimes empirical adjustments being made to beach profiles or dune crest levels to account for storm-induced erosion. In recent work, the latter approac

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Dissertationen zum Thema "Coastal structure"

Murphy, Robert F. "Fish assemblage structure in Maryland's coastal lagoon complex." College Park, Md. : University of Maryland, 2005. http://hdl.handle.net/1903/3007.

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Thesis (M.S.) -- University of Maryland, College Park, 2005. Thesis research directed by: Marine, Estuarine, Environmental Sciences Graduate Program. Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.

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Sherren, S. J. "Migration and genetic structure among North Yorkshire coastal populations." Thesis, Durham University, 1987. http://etheses.dur.ac.uk/7100/.

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The purpose of this thesis was to examine the genetic structure of the North Yorkshire coast, comparing the traditionally insular fishing settlements to the surrounding rural populace. Specifically it was thought that the fishing villages might approximate the conditions of the stepping-stone model, which could then be tried and tested, and compared to alternative predictions of kinship from isonymy, Male-cot's migration matrix, and isolation by distance. The results showed that the fishing communities were highly endemic; high values of kinship were obtained and were in the order of those giv

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Lashteh, Neshaei Mir Ahmad. "Beach profile evolution in front of a partially reflective structure." Thesis, Imperial College London, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.299074.

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Hinojosa-Garro, DemiaÌn. "Water quality and community structure in coastal grazing marsh ditches." Thesis, University of Essex, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.402941.

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Preheim, Sarah Pacocha. "Ecology and population structure of vibrionaceae in the coastal ocean." Thesis, Massachusetts Institute of Technology, 2010. http://hdl.handle.net/1721.1/58184.

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Thesis (Ph.D.)--Joint Program in Oceanography (Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering; and the Woods Hole Oceanographic Institution), 2010. Cataloged from PDF version of thesis. Includes bibliographical references. Extensive genetic diversity has been discovered in the microbial world, yet mechanisms that shape and maintain this diversity remain poorly understood. This thesis investigates to what extent populations of the gamma-proteobacterial family, Vibrionaceae, are ecologically specialized by investigating the distribution across a wide

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Siddorn, Philip David. "Efficient numerical modelling of wave-structure interaction." Thesis, University of Oxford, 2012. http://ora.ox.ac.uk/objects/uuid:de36bd2f-cd23-4f11-b67f-9d8cd48ecd3c.

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Offshore structures are required to survive in extreme wave environments. Historically, the design of these offshore structures and vessels has relied on wave-tank experiments and linear theory. Today, with advances in computing power, it is becoming feasible to supplement these methods of analysis with fully nonlinear numerical simulation. This thesis is concerned with the development of an efficient method to perform this numerical modelling, in the context of potential flow theory. The interaction of a steep ocean wave with a floating body involves a moving free surface and a wide range of

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Simsek, Kemal Cihan. "A Model Study On The Stability Of Rubble Mound Coastal Defense Structure." Master's thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613860/index.pdf.

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Coastal regions are very important because they provide a lot of resources and benefits for all the humankind. Coastal defense structures protect coastal regions from wave attacks. However, the cost of construction such coastal defense structures are very high and need big investments. Hence, to reach the optimum design and minimize the risk of failure has vital importance during the design stage of these structures. Model studies are the most effective tool in optimizing the design of these structures. Rubble mound coastal defense structures were constructed with assembly of different sizes o

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Morgan, Gerald C. J. "Application of the interfoam VoF code to coastal wave/structure interaction." Thesis, University of Bath, 2013. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.589650.

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The validation of the “interFoam” CFD model (part of the OpenFOAM) CFD library is described for a number of wave/structure interaction problems. The background to the research is described, including the reasons for the selection of a new, previously unvalidated CFD code for this purpose. The numerical aspects of the code are briefly reviewed as are some of its additional features including the simulation of porous media. The new wave-generating boundary condition, created as part of this project, is described. The model is validated for the propagation of waves, including violent, breaking wa

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Árnason, Halldór. "Interactions between an incident bore and a free-standing coastal structure /." Thesis, Connect to this title online; UW restricted, 2005. http://hdl.handle.net/1773/10153.

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Baer, Nicholas Arthur. "Macroinvertebrate community structure and ecological function in Maryland coastal plain streams." College Park, Md. : University of Maryland, 2004. http://hdl.handle.net/1903/1733.

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Thesis (Ph. D.) -- University of Maryland, College Park, 2004 Thesis research directed by: Marine-Estuarine-Environmental Sciences. Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.

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Bücher zum Thema "Coastal structure"

Prickett, Terri L. Coastal structure inspection technologies: Investigation of multibeam sonars for coastal structure surveys. U.S. Army Engineer Waterways Experiment Station, 1998.

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Gerald, Schernewski, and Schiewer Ulrich, eds. Baltic coastal ecosystems: Structure, function, and coastal zone management. Springer, 2002.

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Roth, Ingrid. Leaf structure: Coastal vegetation and mangroves of Venezuela. G. Borntraeger, 1992.

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Aït-Mokhtar, Abdelkarim, and Olivier Millet, eds. Structure Design and Degradation Mechanisms in Coastal Environments. John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781119006046.

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Lindberg, Michael. Geographical impact on coastal defense navies: The entwining of force structure, technology and operational environment. Macmillan, 1998.

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L, Huiskes A. H., Blom, C. W. P. M., Rozema J, and Beeftink Wim G, eds. Vegetation between land and sea: Structure and processes. DR. W. Junk, 1987.

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E, Bowen Robert. The Massachusetts Bays management system: A valuation of bays resources and uses and an analysis of its regulatory and management structure : executive summary. Massachusetts Bays Program, 1992.

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1962-, Parsons Tom, ed. Crustal structure of the coastal and marine San Francisco Bay region, California. U.S. Dept. of the Interior, U.S. Geological Survey, 2002.

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Johansson, Sif. Regulating factors for coastal zooplankton community structure in the northern Baltic proper. Dept. of Zoology, Stockholm University, 1992.

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Wilkin, John L. A computer program for calculating frequencies and modal structure of free coastal-trapped waves. Woods Hole Oceanographic Institution, 1987.

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Buchteile zum Thema "Coastal structure"

Edge, Billy, Lesley Ewing, Karyn Erickson, and Orville Magoon. "Application of Coastal Engineering in Coastal Zone Management." In Advances in Coastal Structure Design. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/9780784406892.ch10.

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Vallega, Adalberto. "The Coastal Use Structure." In The GeoJournal Library. Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-017-1640-6_8.

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Pearce, Douglas G. "Structure of coastal resorts." In Tourist destinations: structure and synthesis. CABI, 2021. http://dx.doi.org/10.1079/9781789245837.0163.

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Higuera, Pablo. "Wave and Structure Interaction Porous Coastal Structures." In Advanced Numerical Modelling of Wave Structure Interactions. CRC Press, 2020. http://dx.doi.org/10.1201/9781351119542-6.

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Mann, K. H., and J. R. N. Lazier. "Vertical Structure in Coastal Waters: Coastal Upwelling Regions." In Dynamics of Marine Ecosystems. Blackwell Publishing Ltd., 2013. http://dx.doi.org/10.1002/9781118687901.ch5.

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Davies, A. M. "Modelling Storm Surge Current Structure." In Offshore and Coastal Modelling. Springer New York, 1985. http://dx.doi.org/10.1007/978-1-4684-8001-6_3.

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Davies, A. M. "Modelling Storm Surge Current Structure." In Offshore and Coastal Modelling. Springer-Verlag, 2013. http://dx.doi.org/10.1029/ln012p0055.

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Rohli, Robert V., and Chunyan Li. "Atmospheric Composition, Structure, and Evolution." In Meteorology for Coastal Scientists. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-73093-2_2.

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Le Cozannet, Gonéri, and Pietro Teatini. "Coastal Flooding and Structure Stability." In Remote Sensing for Characterization of Geohazards and Natural Resources. Springer International Publishing, 2024. http://dx.doi.org/10.1007/978-3-031-59306-2_20.

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Hales, A. L., and T. Asada. "Crustal Structure in Coastal Alaska." In The Earth Beneath the Continents. American Geophysical Union, 2013. http://dx.doi.org/10.1029/gm010p0420.

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Konferenzberichte zum Thema "Coastal structure"

PEARSON, STUART G., AD RENIERS, and BRAM VAN PROOIJEN. "REVEALING THE HIDDEN STRUCTURE OF COASTAL SEDIMENT TRANSPORT PATHWAYS USING LAGRANGIAN COHERENT STRUCTURES." In Coastal Sediments 2023. WORLD SCIENTIFIC, 2023. http://dx.doi.org/10.1142/9789811275135_0113.

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Hughes, Steven A. "New Wave Parameter for Coastal Structure Design." In Coastal Structures 2003. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40733(147)4.

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QIAN, XUESHENG, and HIMANGSHU DAS. "FLOW STRUCTURE OF SUBMARINE DEBRIS FLOW." In Coastal Sediments 2015. WORLD SCIENTIFIC, 2015. http://dx.doi.org/10.1142/9789814689977_0151.

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Melby, Jeffrey, Victor Gonzalez, and Norberto Nadal-Caraballo. "Uncertainty in Coastal Structure Reliability." In ICE Coasts, Marine Structures and Breakwaters. ICE Publishing, 2018. http://dx.doi.org/10.1680/cmsb.63174.0901.

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Mirauda, D., A. Volpe Plantamura, and S. Malavasi. "Hydrodynamic forces acting on an oscillating structure." In Coastal Processes 2011. WIT Press, 2011. http://dx.doi.org/10.2495/cp110271.

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Davis, M., H. J. Köhler, M. A. Koenders, and R. Schwab. "Hydraulic Failure and Soil-Structure Deformation Due to Wave and Draw Down Loading." In Coastal Structures 2003. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40733(147)76.

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Zhang, Ning, Zhuang Li, Alan Davis, Puxuan Li, and Anpeng He. "Numerical and Experimental Investigation of Wave-Structure Interactions on Coastal Highways and Levees." In ASME 2012 Fluids Engineering Division Summer Meeting collocated with the ASME 2012 Heat Transfer Summer Conference and the ASME 2012 10th International Conference on Nanochannels, Microchannels, and Minichannels. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/fedsm2012-72106.

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Erosion due to storm surges and wave actions damages coastal highway and levee systems in Gulf coast. During previous hurricanes, a large portion of coastal highways were damaged by the storm surge. The damages are often on the downstream shoulder of the highways. In this study, numerical and experimental analyses were conducted to uncover the erosion-causing flow physics, which aims to improve the erosion-resistant design of coastal structures. The impacts of wave actions, especially frequency components, on the coastal structures were investigated. A test levee was built, and was placed on a

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Kokin, Osip, Osip Kokin, Stanislav Ogorodov, et al. "COMPLEX MONITORING OF GEOCRYOLOGICAL STRUCTURE AND GROUND TEMPERATURE REGIME OF THE ARCTIC COASTAL ZONE IN THE AREAS OF INFRASTRUCTURE CONSTRUCTION." In Managing risks to coastal regions and communities in a changing world. Academus Publishing, 2017. http://dx.doi.org/10.31519/conferencearticle_5b1b9437c11c13.91355726.

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The research of geocryological structure of the coasts is important in the planning and construction of infrastructure in permafrost zone. Long-term monitoring of temperature regime of the Arctic coastal zone soils needs to predict the steady state of the object during its operation and prevent possible negative consequences resulting from interruption of the steady state. It is especially important in conditions of today's climate change, as well as the possibility of warming effect of engineering facilities (for example pipelines). The results of a study of the coastal seasonally frozen cap,

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Carter, Josh, Scott Fenical, Craig Harter, and Joshua Todd. "CFD Modeling for the Analysis of Living Shoreline Structure Performance." In Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480304.047.

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Berichte der Organisationen zum Thema "Coastal structure"

Prickett, Terri. Coastal Structure Inspection Technologies: Investigation of Multibeam Sonars for Coastal Structure Surveys. Defense Technical Information Center, 1998. http://dx.doi.org/10.21236/ada345033.

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Prickett, Terri L. Coastal Structure Underwater Inspection Technologies. Defense Technical Information Center, 1996. http://dx.doi.org/10.21236/ad1003871.

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Torres, Marissa, Michael-Angelo Lam, and Matt Malej. Practical guidance for numerical modeling in FUNWAVE-TVD. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/45641.

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This technical note describes the physical and numerical considerations for developing an idealized numerical wave-structure interaction modeling study using the fully nonlinear, phase-resolving Boussinesq-type wave model, FUNWAVE-TVD (Shi et al. 2012). The focus of the study is on the range of validity of input wave characteristics and the appropriate numerical domain properties when inserting partially submerged, impermeable (i.e., fully reflective) coastal structures in the domain. These structures include typical designs for breakwaters, groins, jetties, dikes, and levees. In addition to p

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Renaud, Alexander, Michael Forte, Nicholas Spore, et al. Evaluation of Unmanned Aircraft Systems for flood risk management : results of terrain and structure assessments. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/45000.

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The 2017 Duck Unmanned Aircraft Systems (UAS) Pilot Experiment was conducted by the US Army Engineer Research and Development Center (ERDC), Coastal and Hydraulics Laboratory, Field Research Facility (FRF), to assess the potential for different UAS to support US Army Corps of Engineers coastal and flood risk management. By involving participants from multiple ERDC laboratories, federal agencies, academia, and private industry, the work unit leads were able to leverage assets, resources, and expertise to assess data from multiple UAS. This report compares datasets from several UAS to assess the

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Zhu, Minjie, and Michael Scott. Two-Dimensional Debris-Fluid-Structure Interaction with the Particle Finite Element Method. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2024. http://dx.doi.org/10.55461/gsfh8371.

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In addition to tsunami wave loading, tsunami-driven debris can cause significant damage to coastal infrastructure and critical bridge lifelines. Using numerical simulations to predict loads imparted by debris on structures is necessary to supplement the limited number of physical experiments of in-water debris loading. To supplement SPH-FEM (Smoothed Particle Hydrodynamics-Finite Element Method) simulations described in a companion PEER report, fluid-structure-debris simulations using the Particle Finite Element Method (PFEM) show the debris modeling capabilities in OpenSees. A new contact ele

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Nadal-Caraballo, Norberto C., Madison C. Yawn, Luke A. Aucoin, et al. Coastal Hazards System–Louisiana (CHS-LA). US Army Engineer Research and Development Center, 2022. http://dx.doi.org/10.21079/11681/45286.

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The US Army Engineer Research and Development Center (ERDC), Coastal and Hydraulics Laboratory (CHL) expanded the Coastal Hazards System (CHS) to quantify storm surge and wave hazards for coastal Louisiana. The CHS Louisiana (CHS-LA) coastal study was sponsored by the Louisiana Coastal Protection and Restoration Authority (CPRA) and the New Orleans District (MVN), US Army Corps of Engineers (USACE) to support Louisiana’s critical coastal infrastructure and to ensure the effectiveness of coastal storm risk management projects. The CHS-LA applied the CHS Probabilistic Coastal Hazard Analysis (PC

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Moline, Mark A. High-Resolution Structure of Bioluminescence Potential in the Nearshore Coastal Waters: Processes And Prediction. Defense Technical Information Center, 2001. http://dx.doi.org/10.21236/ada628222.

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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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Yim, Solomon C. 3-D Wave-Structure Interaction with Coastal Sediments - A Multi-Physics/Multi-Solution-Techniques Approach. Defense Technical Information Center, 2008. http://dx.doi.org/10.21236/ada514884.

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Dickey, Tommy D. Moored Time Series Measurements of the Vertical Structure of Optical Properties in the Coastal Ocean. Defense Technical Information Center, 1997. http://dx.doi.org/10.21236/ada628495.

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