Oregon Marine Renewable Energy Environmental Science Conference Proceedings
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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 ............................................................................... -
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. -
NWS Melbourne Marine Web Letter August 2013 (For Marine Forecast Questions 24/7: Call 321-255-0212, Ext
NWS Melbourne Marine Web Letter August 2013 (For Marine Forecast Questions 24/7: call 321-255-0212, ext. 2) Marine Links relevant to East Central Florida Buoy 41010 It is hoped that this buoy, which went adrift in February, will be redeployed by mid to late September. Additional Marine Observations I’ve added a web page that has most of the marine observations along the east coast. http://www.srh.noaa.gov/mlb/?n=marob Note that wind/wave data became available at Sebastian Inlet via the National Data Buoy Center earlier this year. There are also some web cams with wind data. One, at Jensen Beach, has wave data too. Upwelling Some on again, off again upwelling occurred over the continental shelf this summer. This is not unusual. South to southeast winds (near shore parallel) are the primary cause of periodic upwelling. In some years, these winds are persistent and stronger than normal, which produces more prolific upwelling. In 2003, water temps in the upper 50s occurred in mid August at Daytona Beach! Typically the upwelling diminishes by late August or September. Nearshore Wave Prediction System We will soon upgrade our nearshore wave model (SWAN) to the Nearshore Wave Prediction System (NWPS). One enhancement is that Gulf Stream data will be incorporated back into the wave model. This will allow us to give better estimates for the position of the west wall of the Gulf Stream. The wave model will again be able to generate higher wave heights in the Gulf Stream during northerly wind surges. Hopefully, this functionality will be ready by Fall when cold fronts start moving through again. -
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. -
Circulation-Wave Coupling with a Wave Parameterization for the Idealized California Coastal Region
Circulation-Wave Coupling With a Wave Parameterization For the Idealized California Coastal Region Le Ly and Curt Collins Dept. of Oceanography Naval Postgraduate School Monterey, CA 93043 1. Introduction atmospheric model), POM (Princeton Ocean Momentum and energy transfers across the air- Model; Blumberg and Mellor, 1987), and WAM sea interface under realistic ocean conditions are wave model (Wilczak et al., 1999), and an important not only in theoretical studies, but also atmosphere-POM-WAM for the Mediterranean in many applications including marine region (Lionello et al., 1999). atmospheric and oceanic forecasts and climate Based on a new concept of oceanic turbulence modeling on all scales. Surface breaking waves and a wave breaking condition of the linear wave are believed to be an important supplier of theory, a surface wave parameterization is turbulent energy besides shear production of the developed and presented. This wave classical turbulence theory. Waves contain a parameterization with wave-dependent roughness considerable amount of momentum and energy, is tested against available data on wave- and they redistribute these quantities over great dependent turbulence dissipation, roughness distances. Wind waves supply energy for length, drag coefficient, and momentum fluxes turbulence due to breaking. Ocean waves strongly using a coupled air-wave-sea model. We also effect the air-sea system on all scale. A part of the present a circulation-wave coupling study using a energy and momentum is transferred directly wave dependent roughness (Ly and Garwood, from the atmosphere to ocean currents while 2000) and taking the wind-wave-turbulence- another part is transferred to surface waves. The current relationship into account. -
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 -
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I DEIA EDIÇÃO Imprensa da Universidade de Coimbra Email: [email protected] URL: http//www.uc.pt/imprensa_uc Vendas online: http://livrariadaimprensa.uc.pt DIREÇÃO Maria Luísa Portocarrero Diogo Ferrer CONSELHO CIENTÍFICO Alexandre Franco de Sá | Universidade de Coimbra Angelica Nuzzo | City University of New York Birgit Sandkaulen | Ruhr ‑Universität Bochum Christoph Asmuth | Technische Universität Berlin Giuseppe Duso | Università di Padova Jean ‑Christophe Goddard | Université de Toulouse‑Le Mirail Jephrey Barash | Université de Picardie Jerôme Porée | Université de Rennes José Manuel Martins | Universidade de Évora Karin de Boer | Katholieke Universiteit Leuven Luís Nascimento |Universidade Federal de São Carlos Luís Umbelino | Universidade de Coimbra Marcelino Villaverde | Universidade de Santiago de Compostela Stephen Houlgate | University of Warwick COORDENAÇÃO EDITORIAL Imprensa da Universidade de Coimbra CONCEÇÃO GRÁFICA Imprensa da Universidade de Coimbra IMAGEM DA CAPA Raquel Aido PRÉ ‑IMPRESSÃO Margarida Albino PRINT BY KDP ISBN 978‑989‑26‑1971‑2 ISBN DIGITAL 978‑989‑26‑1972‑9 DOI https://doi.org/10.14195/978‑989‑26‑1972‑9 Projeto CECH‑UC: UIDB/00196/2020 ‑ Centro de Estudos Clássicos e Humanísticos da Universidade de Coimbra © JULHO 2020, IMPRENSA DA UNIVERSIDADE DE COIMBRA RELENDO O PARMÉNIDES DE PLATÃO REVISITING PLATO’S PARMENIDES ANTÓNIO MANUEL MARTINS MARIA DO CÉU FIALHO (COORDS.) (Página deixada propositadamente em branco) In memoriam Samuel Scolnicov (Página deixada propositadamente em branco) Í NDICE Prefácio, Maria do Céu Fialho, António Manuel Martins .................. 9 Introdução, A. M. Martins ................................................................ 11 The ethical dimension of Plato’s Parmenides, Samuel Scolnicov .... 27 ”El engañoso dialogo de Platón consigo mismo en la primera parte del Parménides”, Néstor Luis Cordero ............................... -
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. -
Determination of Wave Characteristics
Guidance for Flood Risk Analysis and Mapping Determination of Wave Characteristics February 2019 Requirements for the Federal Emergency Management Agency (FEMA) Risk Mapping, Assessment, and Planning (Risk MAP) Program are specified separately by statute, regulation, or FEMA policy (primarily the Standards for Flood Risk Analysis and Mapping). This document provides guidance to support the requirements and recommends approaches for effective and efficient implementation. Alternate approaches that comply with all requirements are acceptable. For more information, please visit the FEMA Guidelines and Standards for Flood Risk Analysis and Mapping webpage (https://www.fema.gov/guidelines-and-standards-flood-risk-analysis-and- mapping). Copies of the Standards for Flood Risk Analysis and Mapping policy, related guidance, technical references, and other information about the guidelines and standards development process are all available here. You can also search directly by document title at https://www.fema.gov/library. Wave Determination February 2019 Guidance Document 88 Page iii Document History Affected Section or Subsection Date Description First Publication February Initial version of new transformed guidance. The content was 2019 derived from the Guidelines and Specifications for Flood Hazard Mapping Partners, Procedure Memoranda, and/or Operating Guidance documents. It has been reorganized and is being published separately from the standards. Wave Determination February 2019 Guidance Document 88 Page iv Table of Contents 1.0 Overview -
The Contribution of Wind-Generated Waves to Coastal Sea-Level Changes
1 Surveys in Geophysics Archimer November 2011, Volume 40, Issue 6, Pages 1563-1601 https://doi.org/10.1007/s10712-019-09557-5 https://archimer.ifremer.fr https://archimer.ifremer.fr/doc/00509/62046/ The Contribution of Wind-Generated Waves to Coastal Sea-Level Changes Dodet Guillaume 1, *, Melet Angélique 2, Ardhuin Fabrice 6, Bertin Xavier 3, Idier Déborah 4, Almar Rafael 5 1 UMR 6253 LOPSCNRS-Ifremer-IRD-Univiversity of Brest BrestPlouzané, France 2 Mercator OceanRamonville Saint Agne, France 3 UMR 7266 LIENSs, CNRS - La Rochelle UniversityLa Rochelle, France 4 BRGMOrléans Cédex, France 5 UMR 5566 LEGOSToulouse Cédex 9, France *Corresponding author : Guillaume Dodet, email address : [email protected] Abstract : Surface gravity waves generated by winds are ubiquitous on our oceans and play a primordial role in the dynamics of the ocean–land–atmosphere interfaces. In particular, wind-generated waves cause fluctuations of the sea level at the coast over timescales from a few seconds (individual wave runup) to a few hours (wave-induced setup). These wave-induced processes are of major importance for coastal management as they add up to tides and atmospheric surges during storm events and enhance coastal flooding and erosion. Changes in the atmospheric circulation associated with natural climate cycles or caused by increasing greenhouse gas emissions affect the wave conditions worldwide, which may drive significant changes in the wave-induced coastal hydrodynamics. Since sea-level rise represents a major challenge for sustainable coastal management, particularly in low-lying coastal areas and/or along densely urbanized coastlines, understanding the contribution of wind-generated waves to the long-term budget of coastal sea-level changes is therefore of major importance. -
Deep Ocean Wind Waves Ch
Deep Ocean Wind Waves Ch. 1 Waves, Tides and Shallow-Water Processes: J. Wright, A. Colling, & D. Park: Butterworth-Heinemann, Oxford UK, 1999, 2nd Edition, 227 pp. AdOc 4060/5060 Spring 2013 Types of Waves Classifiers •Disturbing force •Restoring force •Type of wave •Wavelength •Period •Frequency Waves transmit energy, not mass, across ocean surfaces. Wave behavior depends on a wave’s size and water depth. Wind waves: energy is transferred from wind to water. Waves can change direction by refraction and diffraction, can interfere with one another, & reflect from solid objects. Orbital waves are a type of progressive wave: i.e. waves of moving energy traveling in one direction along a surface, where particles of water move in closed circles as the wave passes. Free waves move independently of the generating force: wind waves. In forced waves the disturbing force is applied continuously: tides Parts of an ocean wave •Crest •Trough •Wave height (H) •Wavelength (L) •Wave speed (c) •Still water level •Orbital motion •Frequency f = 1/T •Period T=L/c Water molecules in the crest of the wave •Depth of wave base = move in the same direction as the wave, ½L, from still water but molecules in the trough move in the •Wave steepness =H/L opposite direction. 1 • If wave steepness > /7, the wave breaks Group Velocity against Phase Velocity = Cg<<Cp Factors Affecting Wind Wave Development •Waves originate in a “sea”area •A fully developed sea is the maximum height of waves produced by conditions of wind speed, duration, and fetch •Swell are waves