Impacts of Surface Gravity Waves on a Tidal Front: a Coupled Model Perspective
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Transport Due to Transient Progressive Waves of Small As Well As of Large Amplitude
This draft was prepared using the LaTeX style file belonging to the Journal of Fluid Mechanics 1 Transport due to Transient Progressive Waves Juan M. Restrepo1,2 , Jorge M. Ram´ırez 3 † 1Department of Mathematics, Oregon State University, Corvallis OR 97330 USA 2Kavli Institute of Theoretical Physics, University of California at Santa Barbara, Santa Barbara CA 93106 USA. 3Departamento de Matem´aticas, Universidad Nacional de Colombia Sede Medell´ın, Medell´ın Colombia (Received xx; revised xx; accepted xx) We describe and analyze the mean transport due to numerically-generated transient progressive waves, including breaking waves. The waves are packets and are generated with a boundary-forced air-water two-phase Navier Stokes solver. The analysis is done in the Lagrangian frame. The primary aim of this study is to explain how, and in what sense, the transport generated by transient waves is larger than the transport generated by steady waves. Focusing on a Lagrangian framework kinematic description of the parcel paths it is clear that the mean transport is well approximated by an irrotational approximation of the velocity. For large amplitude waves the parcel paths in the neighborhood of the free surface exhibit increased dispersion and lingering transport due to the generation of vorticity. Armed with this understanding it is possible to formulate a simple Lagrangian model which captures the transport qualitatively for a large range of wave amplitudes. The effect of wave breaking on the mean transport is accounted for by parametrizing dispersion via a simple stochastic model of the parcel path. The stochastic model is too simple to capture dispersion, however, it offers a good starting point for a more comprehensive model for mean transport and dispersion. -
Arxiv:2002.03434V3 [Physics.Flu-Dyn] 25 Jul 2020
APS/123-QED Modified Stokes drift due to surface waves and corrugated sea-floor interactions with and without a mean current Akanksha Gupta Department of Mechanical Engineering, Indian Institute of Technology, Kanpur, U.P. 208016, India.∗ Anirban Guhay School of Science and Engineering, University of Dundee, Dundee DD1 4HN, UK. (Dated: July 28, 2020) arXiv:2002.03434v3 [physics.flu-dyn] 25 Jul 2020 1 Abstract In this paper, we show that Stokes drift may be significantly affected when an incident inter- mediate or shallow water surface wave travels over a corrugated sea-floor. The underlying mech- anism is Bragg resonance { reflected waves generated via nonlinear resonant interactions between an incident wave and a rippled bottom. We theoretically explain the fundamental effect of two counter-propagating Stokes waves on Stokes drift and then perform numerical simulations of Bragg resonance using High-order Spectral method. A monochromatic incident wave on interaction with a patch of bottom ripple yields a complex interference between the incident and reflected waves. When the velocity induced by the reflected waves exceeds that of the incident, particle trajectories reverse, leading to a backward drift. Lagrangian and Lagrangian-mean trajectories reveal that surface particles near the up-wave side of the patch are either trapped or reflected, implying that the rippled patch acts as a non-surface-invasive particle trap or reflector. On increasing the length and amplitude of the rippled patch; reflection, and thus the effectiveness of the patch, increases. The inclusion of realistic constant current shows noticeable differences between Lagrangian-mean trajectories with and without the rippled patch. -
The Stokes Drift in Ocean Surface Drift Prediction
EGU2020-9752 https://doi.org/10.5194/egusphere-egu2020-9752 EGU General Assembly 2020 © Author(s) 2021. This work is distributed under the Creative Commons Attribution 4.0 License. The Stokes drift in ocean surface drift prediction Michel Tamkpanka Tamtare, Dany Dumont, and Cédric Chavanne Université du Québec à Rimouski, Institut des Sciences de la mer de Rimouski, Océanographie Physique, Canada ([email protected]) Ocean surface drift forecasts are essential for numerous applications. It is a central asset in search and rescue and oil spill response operations, but it is also used for predicting the transport of pelagic eggs, larvae and detritus or other organisms and solutes, for evaluating ecological isolation of marine species, for tracking plastic debris, and for environmental planning and management. The accuracy of surface drift forecasts depends to a large extent on the quality of ocean current, wind and waves forecasts, but also on the drift model used. The standard Eulerian leeway drift model used in most operational systems considers near-surface currents provided by the top grid cell of the ocean circulation model and a correction term proportional to the near-surface wind. Such formulation assumes that the 'wind correction term' accounts for many processes including windage, unresolved ocean current vertical shear, and wave-induced drift. However, the latter two processes are not necessarily linearly related to the local wind velocity. We propose three other drift models that attempt to account for the unresolved near-surface current shear by extrapolating the near-surface currents to the surface assuming Ekman dynamics. Among them two models consider explicitly the Stokes drift, one without and the other with a wind correction term. -
Robert A. Dalrymple
Robert A. Dalrymple Department of Civil Engineering and Environmental Engineeering Northwestern University Evanston, IL (410)-299-5245 email: [email protected] Personal Nationality: U. S. Citizen Place of Birth: Camp Rucker, Alabama Date of Birth: May 30, 1945 Marital Status: Married, 1 child Education Institution and Location Degree Year Field University of Florida Ph.D. 1973 Civil and Coastal Engineering Gainesville, Florida University of Hawaii M.S. 1968 Ocean Engineering Honolulu, Hawaii Dartmouth College A.B. 1967 Engineering Sciences Hanover, New Hampshire Professional Experience • Distinguished Professor of Coastal Engineering, Northwestern University, 2017- • Williard and Lillian Hackerman Professor Emeritus of Civil Engineering, Johns Hopkins Uni- versity, 2016-present. 1 • Williard and Lillian Hackerman Professor of Civil Engineering, Johns Hopkins University, 2002-2016. • Department Chair, Civil Engineering, Johns Hopkins University, 2002-2004. • Edward C. Davis Professor Emeritus of Civil and Environmental Engineering, 2002-present. • Edward C. Davis Professor of Civil and Environmental Engineering, 1996-2002. • Visiting Professor, Department of Civil Engineering, Johns Hopkins University, 1999-2000. • Director (and Founder), Center for Applied Coastal Research, University of Delaware, 1989- 2002. • Acting Chair, Department of Civil Engineering, University of Delaware, 1994. • Professor, Department of Civil Engineering, University of Delaware, 1984 to 1996. Also, Professor of Marine Studies, College of Marine Studies, 1984-present. • Associate Professor, Department of Civil Engineering, University of Delaware, 1977 to 1984. Also, Associate Professor of Marine Studies, College of Marine Studies. • Assistant Dean, College of Engineering, University of Delaware, 1980 to January 1982. • Assistant Professor, Department of Civil Engineering, University of Delaware, 1973 to 1977. Also, Assistant Professor of Marine Studies, College of Marine Studies. -
Yearly Report on IRPWIND and EERA JP Wind Activities Work Package 2
Integrated Research Programme on Wind Energy Project acronym: IRPWIND Grant agreement no 609795 Collaborative project Start date: 01st March 2014 Duration: 4 years Title: Yearly report on IRPWIND and EERA JP Wind Activities Work Package 2 - Deliverable number 2.12 Lead Beneficiary: DTU Delivery date: 25 April 2016 Dissemination level: PU The research leading to these results has received funding from the European Union Seventh Framework Programme under the agreement GA-2013-609795. 1 Table of contents Contents 1. Executive Summary ..................................................................................................... 4 1.1 Status on the EERA Joint Programme on Wind Energy and the Integrated Research Programme on Wind Energy (IRPWIND) ........................................................................................4 1.2 Mobility.................................................................................................................................4 1.3 IRPWIND KPIs – 2014 values ............................................................................................5 1.4 Contact points .....................................................................................................................8 1.5 Reporting on Research Themes ...................................................................................... 10 1.6 Reporting on Milestones and deliverables ..................................................................... 15 1.7 International collaboration in 2015 ............................................................................... -
Part II-1 Water Wave Mechanics
Chapter 1 EM 1110-2-1100 WATER WAVE MECHANICS (Part II) 1 August 2008 (Change 2) Table of Contents Page II-1-1. Introduction ............................................................II-1-1 II-1-2. Regular Waves .........................................................II-1-3 a. Introduction ...........................................................II-1-3 b. Definition of wave parameters .............................................II-1-4 c. Linear wave theory ......................................................II-1-5 (1) Introduction .......................................................II-1-5 (2) Wave celerity, length, and period.......................................II-1-6 (3) The sinusoidal wave profile...........................................II-1-9 (4) Some useful functions ...............................................II-1-9 (5) Local fluid velocities and accelerations .................................II-1-12 (6) Water particle displacements .........................................II-1-13 (7) Subsurface pressure ................................................II-1-21 (8) Group velocity ....................................................II-1-22 (9) Wave energy and power.............................................II-1-26 (10)Summary of linear wave theory.......................................II-1-29 d. Nonlinear wave theories .................................................II-1-30 (1) Introduction ......................................................II-1-30 (2) Stokes finite-amplitude wave theory ...................................II-1-32 -
James T. Kirby, Jr
James T. Kirby, Jr. Edward C. Davis Professor of Civil Engineering Center for Applied Coastal Research Department of Civil and Environmental Engineering University of Delaware Newark, Delaware 19716 USA Phone: 1-(302) 831-2438 Fax: 1-(302) 831-1228 [email protected] http://www.udel.edu/kirby/ Updated September 12, 2020 Education • University of Delaware, Newark, Delaware. Ph.D., Applied Sciences (Civil Engineering), 1983 • Brown University, Providence, Rhode Island. Sc.B.(magna cum laude), Environmental Engineering, 1975. Sc.M., Engineering Mechanics, 1976. Professional Experience • Edward C. Davis Professor of Civil Engineering, Department of Civil and Environmental Engineering, University of Delaware, 2003-present. • Visiting Professor, Grupo de Dinamica´ de Flujos Ambientales, CEAMA, Universidad de Granada, 2010, 2012. • Professor of Civil and Environmental Engineering, Department of Civil and Environmental Engineering, University of Delaware, 1994-2002. Secondary appointment in College of Earth, Ocean and the Environ- ment, University of Delaware, 1994-present. • Associate Professor of Civil Engineering, Department of Civil Engineering, University of Delaware, 1989- 1994. Secondary appointment in College of Marine Studies, University of Delaware, as Associate Professor, 1989-1994. • Associate Professor, Coastal and Oceanographic Engineering Department, University of Florida, 1988. • Assistant Professor, Coastal and Oceanographic Engineering Department, University of Florida, 1984- 1988. • Assistant Professor, Marine Sciences Research Center, State University of New York at Stony Brook, 1983- 1984. • Graduate Research Assistant, Department of Civil Engineering, University of Delaware, 1979-1983. • Principle Research Engineer, Alden Research Laboratory, Worcester Polytechnic Institute, 1979. • Research Engineer, Alden Research Laboratory, Worcester Polytechnic Institute, 1977-1979. 1 Technical Societies • American Society of Civil Engineers (ASCE) – Waterway, Port, Coastal and Ocean Engineering Division. -
Innovation Outlook: Ocean Energy Technologies, International Renewable Energy Agency, Abu Dhabi
INNOVATION OUTLOOK OCEAN ENERGY TECHNOLOGIES A contribution to the Small Island Developing States Lighthouses Initiative 2.0 Copyright © IRENA 2020 Unless otherwise stated, material in this publication may be freely used, shared, copied, reproduced, printed and/or stored, provided that appropriate acknowledgement is given of IRENA as the source and copyright holder. Material in this publication that is attributed to third parties may be subject to separate terms of use and restrictions, and appropriate permissions from these third parties may need to be secured before any use of such material. ISBN 978-92-9260-287-1 For further information or to provide feedback, please contact IRENA at: [email protected] This report is available for download from: www.irena.org/Publications Citation: IRENA (2020), Innovation outlook: Ocean energy technologies, International Renewable Energy Agency, Abu Dhabi. About IRENA The International Renewable Energy Agency (IRENA) serves as the principal platform for international co-operation, a centre of excellence, a repository of policy, technology, resource and financial knowledge, and a driver of action on the ground to advance the transformation of the global energy system. An intergovernmental organisation established in 2011, IRENA promotes the widespread adoption and sustainable use of all forms of renewable energy, including bioenergy, geothermal, hydropower, ocean, solar and wind energy, in the pursuit of sustainable development, energy access, energy security and low-carbon economic growth and prosperity. Acknowledgements IRENA appreciates the technical review provided by: Jan Steinkohl (EC), Davide Magagna (EU JRC), Jonathan Colby (IECRE), David Hanlon, Antoinette Price (International Electrotechnical Commission), Peter Scheijgrond (MET- support BV), Rémi Gruet, Donagh Cagney, Rémi Collombet (Ocean Energy Europe), Marlène Moutel (Sabella) and Paul Komor. -
Stokes Drift and Net Transport for Two-Dimensional Wave Groups in Deep Water
Stokes drift and net transport for two-dimensional wave groups in deep water T.S. van den Bremer & P.H. Taylor Department of Engineering Science, University of Oxford [email protected], [email protected] Introduction This paper explores Stokes drift and net subsurface transport by non-linear two-dimensional wave groups with realistic underlying frequency spectra in deep wa- ter. It combines analytical expressions from second- order random wave theory with higher order approxi- mate solutions from Creamer et al (1989) to give accu- rate subsurface kinematics using the H-operator of Bate- man, Swan & Taylor (2003). This class of Fourier series based numerical methods is extended by proposing an M-operator, which enables direct evaluation of the net transport underneath a wave group, and a new conformal Figure 1: Illustration of the localized irrotational mass mapping primer with remarkable properties that removes circulation moving with the passing wave group. The the persistent problem of high-frequency contamination four fluxes, the Stokes transport in the near surface re- for such calculations. gion and in the direction of wave propagation (left to Although the literature has examined Stokes drift in right); the return flow in the direction opposite to that regular waves in great detail since its first systematic of wave propagation (right to left); the downflow to the study by Stokes (1847), the motion of fluid particles right of the wave group; and the upflow to the left of the transported by a (focussed) wave group has received con- wave group, are equal. siderably less attention. -
Final Program
Final Program 1st International Workshop on Waves, Storm Surges and Coastal Hazards Hilton Hotel Liverpool Sunday September 10 6:00 - 8:00 p.m. Workshop Registration Desk Open at Hilton Hotel Monday September 11 7:30 - 8:30 a.m. Workshop Registration Desk Open 8:30 a.m. Welcome and Introduction Session A: Wave Measurement -1 Chair: Val Swail A1 Quantifying Wave Measurement Differences in Historical and Present Wave Buoy Systems 8:50 a.m. R.E. Jensen, V. Swail, R.H. Bouchard, B. Bradshaw and T.J. Hesser Presenter: Jensen Field Evaluation of the Wave Module for NDBC’s New Self-Contained Ocean Observing A2 Payload (SCOOP 9:10 a.m. Richard Bouchard Presenter: Bouchard A3 Correcting for Changes in the NDBC Wave Records of the United States 9:30 a.m. Elizabeth Livermont Presenter: Livermont 9:50 a.m. Break Session B: Wave Measurement - 2 Chair: Robert Jensen B1 Spectral shape parameters in storm events from different data sources 10:30 a.m. Anne Karin Magnusson Presenter: Magnusson B2 Open Ocean Storm Waves in the Arctic 10:50 a.m. Takuji Waseda Presenter: Waseda B3 A project of concrete stabilized spar buoy for monitoring near-shore environement Sergei I. Badulin, Vladislav V. Vershinin, Andrey G. Zatsepin, Dmitry V. Ivonin, Dmitry G. 11:10 a.m. Levchenko and Alexander G. Ostrovskii Presenter: Badulin B4 Measuring the ‘First Five’ with HF radar Final Program 11:30 a.m. Lucy R Wyatt Presenter: Wyatt The use and limitations of satellite remote sensing for the measurement of wind speed and B5 wave height 11:50 a.m. -
Oceans Powering the Energy Transition: Progress Through Innovative Business Models and Revenue Supports
WEBINAR SERIES Oceans powering the energy transition: Progress through innovative business models and revenue supportS Judit Hecke & Alessandra Salgado Rémi Gruet Innovation team, IRENA CEO, Ocean Energy Europe TUESDAY, 12 MAY 2020 • 10:00AM – 10:30AM CET WEBINAR SERIES TechTips • Share it with others or listen to it again ➢ Webinars are recorded and will be available together with the presentation slides on #IRENAinsights website https://irena.org/renewables/Knowledge- Gateway/webinars/2020/Jan/IRENA-insights WEBINAR SERIES TechTips • Ask the Question ➢ Select “Question” feature on the webinar panel and type in your question • Technical difficulties ➢ Contact the GoToWebinar Help Desk: 888.259.3826 or select your country at https://support.goto.com/webinar Ocean Energy Marine Energy Tidal Energy Wave Energy Floating PV Offshore Wind Ocean Energy Ocean Thermal Energy Salinity Gradient Conversion (OTEC) 4 Current Deployment and Outlook Current Deployment (MW): Ocean Energy Forecast (GW) IRENA REmap forecast 10 GW of installed capacity by 2030 Total: 535.1 MW Total: 13.55 MW Ocean Energy Pipeline Capacity (MW) 5 IRENA Analysis for Upcoming Report Mapping deployed and planned projects, visualizing by technology, country, capacity, etc. Examples: Announced wave energy capacity and projects by device type Announced ocean energy additions by technology in 2020 Countries in ocean energy market (deployed and / or pipeline projects) Filed tidal energy patents by country 6 Innovative Business Models Coupling with other Renewable Energy Sources -
Collision Risk of Fish with Wave and Tidal Devices
Commissioned by RPS Group plc on behalf of the Welsh Assembly Government Collision Risk of Fish with Wave and Tidal Devices Date: July 2010 Project Ref: R/3836/01 Report No: R.1516 Commissioned by RPS Group plc on behalf of the Welsh Assembly Government Collision Risk of Fish with Wave and Tidal Devices Date: July 2010 Project Ref: R/3836/01 Report No: R.1516 © ABP Marine Environmental Research Ltd Version Details of Change Authorised By Date 1 Pre-Draft A J Pearson 06.03.09 2 Draft A J Pearson 01.05.09 3 Final C A Roberts 28.08.09 4 Final A J Pearson 17.12.09 5 Final C A Roberts 27.07.10 Document Authorisation Signature Date Project Manager: A J Pearson Quality Manager: C R Scott Project Director: S C Hull ABP Marine Environmental Research Ltd Suite B, Waterside House Town Quay Tel: +44(0)23 8071 1840 SOUTHAMPTON Fax: +44(0)23 8071 1841 Hampshire Web: www.abpmer.co.uk SO14 2AQ Email: [email protected] Collision Risk of Fish with Wave and Tidal Devices Summary The Marine Renewable Energy Strategic Framework for Wales (MRESF) is seeking to provide for the sustainable development of marine renewable energy in Welsh waters. As one of the recommendations from the Stage 1 study, a requirement for further evaluation of fish collision risk with wave and tidal stream energy devices was identified. This report seeks to provide an objective assessment of the potential for fish to collide with wave or tidal devices, including a review of existing impact prediction and monitoring data where available.