Relevant bibliographies by topics / Overtopping volume

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

Academic literature on the topic 'Overtopping volume'

Author: Grafiati
Published: 26 June 2021
Last updated: 29 July 2025

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Journal articles on the topic "Overtopping volume"

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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 overtopping，particularly 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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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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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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Altomare, Corrado, Xavi Gironella, Tomohiro Suzuki, Toon Verwaest, Mauro Campagnola, and Alessandra Saponieri. "OVERTOPPING FLOWS AND RELATED HAZARDS: A CASE OF STUDY FROM THE CATALAN COAST." Coastal Engineering Proceedings, no. 36v (December 28, 2020): 10. http://dx.doi.org/10.9753/icce.v36v.structures.10.

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Design criteria for coastal defenses exposed to wave overtopping are usually restricted to the assessment of mean discharges and maximum individual overtopping volumes, however it is not possible to give unambiguous or precise limits to tolerable overtopping for all kind of layouts (EurOtop, 2018). A few studies (e.g. Endoh and Takahashi, 1994) analyzed the relationship between wave overtopping flows and hazard levels for people at the crest of sea dikes. Sandoval (2016) confirmed that one single value of admissible mean discharge or individual overtopping volume is not a sufficient indicator
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Altomare, Corrado, Xavi Gironella, Tomohiro Suzuki, Giacomo Viccione, and Alessandra Saponieri. "Overtopping Metrics and Coastal Safety: A Case of Study from the Catalan Coast." Journal of Marine Science and Engineering 8, no. 8 (2020): 556. http://dx.doi.org/10.3390/jmse8080556.

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Design criteria for coastal defenses exposed to wave overtopping are usually assessed by mean overtopping discharges and maximum individual overtopping volumes. However, it is often difficult to give clear and precise limits of tolerable overtopping for all kinds of layouts. A few studies analyzed the relationship between wave overtopping flows and hazard levels for people on sea dikes, confirming that one single value of admissible mean discharge or individual overtopping volume is not a sufficient indicator of the hazard, but detailed characterization of flow velocities and depths is require
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Tessema, Netsanet Nigatu, Fjóla G. Sigtryggsdóttir, Leif Lia, and Asie Kemal Jabir. "Case Study of Dam Overtopping from Waves Generated by Landslides Impinging Perpendicular to a Reservoir’s Longitudinal Axis." Journal of Marine Science and Engineering 7, no. 7 (2019): 221. http://dx.doi.org/10.3390/jmse7070221.

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Landslide-generated impulse waves in dammed reservoirs run up the reservoir banks as well as the upstream dam slope. If large enough, the waves may overtop and even breach the dam and cause flooding of the downstream area with hazardous consequences. Hence, for reservoirs in landslide-prone areas, it is important to provide a means to estimate the potential size of an event triggered by landslides along the reservoir banks. This research deals with landslide-generated waves and the overtopping process over the dam crest in a three-dimensional (3D) physical model test, presenting a case study.
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Pepi, Yuri, Maximilian Streicher, Leopoldo Franco, Giorgio Bellotti, Steven Hughes, and Peter Troch. "TIME-DEPENDENT ANALYSIS OF WAVE OVERTOPPING: DISTRIBUTION OF INDIVIDUAL VOLUMES IN VARIABLE WATER LEVELS." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 114. https://doi.org/10.9753/icce.v38.structures.114.

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The rising probability of extreme wave and storm surge events poses ever greater risks to coastal structures and populations (Toimil et al., 2020). Central to the assessment of function ability of these coastal structures and cost-effectiveness in their construction is the wave overtopping. In this context, two aspects of wave overtopping are distinguished: the average wave overtopping discharge and the individual wave overtopping volume. Understanding both aspects are essential for a proper safety assessment. Recent studies emphasize the need to delve deeper into these aspects, especially by
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Cole, E. C., M. Newton, and A. Youngblood. "Effects of overtopping on growth of white spruce in Alaska." Canadian Journal of Forest Research 43, no. 9 (2013): 861–71. http://dx.doi.org/10.1139/cjfr-2013-0117.

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Early establishment of competing vegetation often presents an obstacle to the success of planted white spruce (Picea glauca (Moench) Voss) seedlings. We followed growth and development of white spruce and associated vegetation for up to 17 years in Alaska’s boreal forests to quantify roles of overtopping plant cover in suppressing conifers. The three study areas represented a range of site conditions of varying productivity and species of competing cover, different site preparation and release treatments, and different bare-root and container white spruce stock types. Herbaceous overtopping pe
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Tessema, Netsanet, Fjóla Sigtryggsdóttir, Leif Lia, and Asie Jabir. "Physical Model Study on Discharge over a Dam Due to Landslide Generated Waves." Water 12, no. 1 (2020): 234. http://dx.doi.org/10.3390/w12010234.

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Impulse waves generated by landslides falling into reservoirs may lead to overtopping of a dam and, in turn, to flooding of the downstream area. In the case of an embankment dam, the overtopping may lead to erosion of the downstream slope, ultimately resulting in breaching and complete failure with consequent further hazardous release of water to the downstream area. This research deals with the overtopping process of a dam due to landslide generated waves in a three-dimensional (3D) physical scale model setup. Experiments have been conducted with varying the slide, reservoir, and dam paramete
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Lima, Márcia, Carlos Coelho, and Filipa Jesus. "Wave Overtopping and Flooding Costs in the Pre-Design of Longitudinal Revetments." Water 15, no. 7 (2023): 1434. http://dx.doi.org/10.3390/w15071434.

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Wave overtopping, mainly caused by growing coastal erosion processes, directly affects populations, causing coastal flooding and potential damages. This work aims to develop the relationship between overtopping phenomena and their impact costs through an approach that considers wave runup, corresponding overtopping events, their flow volume and related flooding costs. Herewith, it is possible to evaluate the relationship between the structure construction and maintenance costs and the consequent costs due to overtopping and flooding damages, leading to the design of optimised coastal structure
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Dissertations / Theses on the topic "Overtopping volume"

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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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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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Books on the topic "Overtopping volume"

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Wilkinson, A. Bund Overtopping - the Consequence Following Catastrophic Failure of Large Volume Liquid Storage Vessels (Reports). AEA Technology Plc, 1991.

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Book chapters on the topic "Overtopping volume"

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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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Cuomo, Sabatino, Angela Di Perna, and Mario Martinelli. "Design Protection Barriers Against Flow-Like Landslides." In Progress in Landslide Research and Technology, Volume 1 Issue 1, 2022. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-16898-7_8.

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AbstractThe interaction of flow-like landslides with protection barriers is analyzed for their design. Three recent analysis approaches are briefly presented and applied to different landslide geometries. Approach no. 1 (empirical) allows estimating the impact force and flow kinetic energy over the time. Approach no. 2 (analytical) additionally provides the displacement of the barrier due to the impact. Approach no. 3 (numerical) fully simulates the Landslide-Structure-Interaction (LSI) also including the estimate of the amount of landslide volume overtopping the barrier. The required input pa
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Wang, Chenyun. "An analysis of the reliability of wave overtopping volumes of sloping seawalls." In Advances in Frontier Research on Engineering Structures Volume 1. CRC Press, 2023. http://dx.doi.org/10.1201/9781003336631-95.

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Chen, Su-Chin, Zheng-Yi Feng, Chiang Wang, and Tzu-Yang Hsu. "A Large-Scale Test on Overtopping Failure of Two Artificial Dams in Taiwan." In Engineering Geology for Society and Territory - Volume 2. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-09057-3_206.

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"Dike breaching due to overtopping." In Physical Modelling in Geotechnics, Two Volume Set. CRC Press, 2010. http://dx.doi.org/10.1201/b10554-203.

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"Berm breakwater against wave overtopping – An experimental study." In Environmental Hydraulics, Two Volume Set. CRC Press, 2010. http://dx.doi.org/10.1201/b10553-103.

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Kingston, G., D. Robinson, B. Gouldby, and T. Pullen. "Reliable prediction of wave overtopping volumes using Bayesian neural networks." In Flood Risk Management: Research and Practice. CRC Press, 2008. http://dx.doi.org/10.1201/9780203883020.ch64.

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Conference papers on the topic "Overtopping volume"

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Russoniello, Christopher, Dennis Jesse Carpinello, and James Heiss. "THE ROLE OF UNSATURATED AQUIFER VOLUME ON SALINIZATION DURING OVERTOPPING." In GSA Connects 2021 in Portland, Oregon. Geological Society of America, 2021. http://dx.doi.org/10.1130/abs/2021am-371266.

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

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Wave run-up and overtopping of coastal structures are simulated using Lagrangian Blocks on Eulerian Mesh (LBEM). In the LBEM simulations, the blocks carry the mass and momentum. The movement of the blocks is calculated in a Lagrangian reference frame. The water depth defined by the volume blocks is non-negative. The wave fronts across the wet-and-dry interface are simulated by the block method without interruption by the oscillation problem that has limited the applicability of many existing computational methods. To evaluate the accuracy of the LBEM method in this paper, simulations are carri
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Zhang, Xiantao, Scott Draper, Hugh Wolgamot, Wenhua Zhao, and Liang Cheng. "Numerical Investigation of Effects of Bow Flare Angle on Greenwater Overtopping a Fixed Offshore Vessel." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77487.

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The effect of bow flare angle on greenwater overtopping is numerically investigated using CFD with a VOF surface capturing scheme. A two dimensional fixed rectangular box with a flare angle is adopted to represent a Floating, Production, Storage and Offloading Unit (FPSO) with flare. Deep water conditions are assumed. The incident waves are focused wave groups based on the New Wave formulation, which represents the most probable free surface elevation around a large crest and includes much of the spectral properties of the underlying random sea state. Bow flare angles of 10, 30 and 50 degrees
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Newborn, David, Nels Sultan, Pierre Beynet, Tim Maddux, Sungwon Shin, and Dan Cox. "Experimental Observations and Numerical Simulations of Wave Impact Forces on Recurved Parapets Mounted Above a Vertical Wall." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79183.

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Large-scale hydraulic model tests and detail numerical model investigations were conducted on recurved wave deflecting structures to aid in the design of wave overtopping mitigation for vertical walls in shallow water. The incident wave and storm surge conditions were characteristic return period events for an offshore island on the North Slope of Alaska. During large storm events, despite depth-limited wave heights, a proposed vertical wall extension was susceptible to wave overtopping, which could potentially cause damage to equipment. Numeric calculations were conducted prior to the experim
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Buchner, Bas, and Frederick Jaouen. "‘Inverse’ Concept: Wave Energy Generation by Motion and Green Water Maximisation." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79579.

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This paper presents the initial investigations into the ‘Inverse’ concept for wave energy conversion, based on the maximisation of motions and green water. The ‘Inverse’ concept combines aspects of ‘overtopping’, ‘heaving’ and ‘pitching’ wave energy conversion concepts, but also adds specific aspects such as the use of green water. Instead of reducing the motions and green water as is done in normal offshore hydrodynamics, the ‘Inverse’ concepts tries to maximise the motions and green water to generate energy from the waves. Results are presented of frequency domain calculations for the motion
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Beels, Charlotte, Peter Troch, Julien De Rouck, Tom Versluys, and Griet De Backer. "Numerical Simulation of Wake Effects in the Lee of a Farm of Wave Energy Converters." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79714.

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The contribution of wave energy to the renewable energy supply is rising. To extract a considerable amount of wave power, Wave Energy Converters (WECs) are arranged in several rows or in a ‘farm’. WECs in a farm are interacting (e.g. The presence of other WECs influence the operational behaviour of a single WEC) and the overall power absorption is affected. In this paper wake effects in the lee of a single WEC and multiple WECs of the overtopping type, where the water volume of overtopped waves is first captured in a basin above mean sea level and then drains back to the sea through hydro turb
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Ingram, David M., Derek M. Causon, Tom Bruce, Jonathon Pearson, Feng Gao, and Clive G. Mingham. "Numerical and Experimental Predictions of Overtopping Volumes for Violent Overtopping Events." In Coastal Structures 2003. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40733(147)52.

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Hughes, Steven A. "Hydraulic Parameters of Overtopping Wave Volumes." In Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480304.075.

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Gallach-Sánchez, David, Jeroen Platteeuw, Peter Troch, and Andreas Kortenhaus. "Individual Overtopping Volumes for Steep Low-Crested Structures." In Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480304.074.

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Chen, Lifen, Xiantao Zhang, Paul H. Taylor, Scott Draper, and Hugh Wolgamot. "CFD Modelling to Investigate Design of a Whaleback-Type Forecastle for Greenwater Protection." In ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-95198.

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Abstract In extreme weather permanently moored FPSOs may be overtopped by large amounts of greenwater, resulting in damage to deck structures and downtime. Thus, the preliminary design process for FPSOs has often included structural protection to mitigate loads from greenwater on deck and ensure structural integrity of top side structures at the bow in harsh sea conditions. This paper numerically investigates greenwater at the bow of an FPSO fitted with a ‘whaleback’ or ‘duck-bill’ shaped forecastle that is represented as an angled extension to the freeboard. In this study, the whaleback forec
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