Ocean Energy: Technologies, Patents, Deployment Status And
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Lewis Wave Power Limited
Lewis Wave Power Limited 40MW Oyster Wave Array North West Coast, Isle of Lewis Environmental Statement Volume 1: Non-Technical Summary March 2012 40MW Lewis Wave Array Environmental Statement 1. NON-TECHNICAL SUMMARY 1.1 Introduction This document provides a Non-Technical Summary (NTS) of the Environmental Statement (ES) produced in support of the consent application process for the North West Lewis Wave Array, hereafter known as the development. The ES is the formal report of an Environmental Impact Assessment (EIA) undertaken by Lewis Wave Power Limited (hereafter known as Lewis Wave Power) into the potential impacts of the construction, operation and eventual decommissioning of the development. 1.2 Lewis Wave Power Limited Lewis Wave Power is a wholly owned subsidiary of Edinburgh based Aquamarine Power Limited, the technology developer of the Oyster wave power technology, which captures energy from near shore waves and converts it into clean sustainable electricity. Aquamarine Power installed the first full scale Oyster wave energy convertor (WEC) at the European Marine Energy Centre (EMEC) in Orkney, which began producing power to the National Grid for the first time in November 2009. That device has withstood two winters in the harsh Atlantic waters off the coast of Orkney in northern Scotland. Aquamarine Power recently installed the first of three next-generation devices also at EMEC which will form the first wave array of its type anywhere in the world. 1.3 Project details The wave array development will have the capacity to provide 40 Megawatts (MW), enough energy to power up to 38,000 homes and will contribute to meeting the Scottish Government’s targets of providing the equivalent of 100% of Scotland’s electricity generation from renewable sources by 2020. -
Aquamarine Power – Oyster* Biopower Systems – Biowave
Wave Energy Converters (WECs) Aquamarine Power – Oyster* The Oyster is uniquely designed to harness wave energy in a near-shore environment. It is composed primarily of a simple mechanical hinged flap connected to the seabed at a depth of about 10 meters and is gravity moored. Each passing wave moves the flap, driving hydraulic pistons to deliver high pressure water via a pipeline to an onshore electrical turbine. AWS Ocean Energy – Archimedes Wave Swing™* The Archimedes Wave Swing is a seabed point-absorbing wave energy converter with a large air-filled cylinder that is submerged beneath the waves. As a wave crest approaches, the water pressure on the top of the cylinder increases and the upper part or 'floater' compresses the air within the cylinder to balance the pressures. The reverse happens as the wave trough passes and the cylinder expands. The relative movement between the floater and the fixed lower part is converted directly to electricity by means of a linear power take-off. BioPower Systems – bioWAVE™ The bioWAVE oscillating wave surge converter system is based on the swaying motion of sea plants in the presence of ocean waves. In extreme wave conditions, the device automatically ceases operation and assumes a safe position lying flat against the seabed. This eliminates exposure to extreme forces, allowing for light-weight designs. Centipod* The Centipod is a Wave Energy Conversion device currently under construction by Dehlsen Associates, LLC. It operates in water depths of 40-44m and uses a two point mooring system with four lines. Its methodology for wave energy conversion is similar to other devices. -
Technology Feature: the Oyster 16
ISSUE Technology Feature: The Oyster 16 April 2013 Featuring: Aquamarine Power In the latest edition of our newsletter, LRI interviewed Martin McAdam, CEO at Aquamarine Power. Their wave-powered energy converter - Oyster - is among the leading technologies in About Us the UK’s burgeoning marine energy sector. A commercial scale demonstration project is currently operational, and the sites for GreenTechEurope.com Aquamarine Power’s prospective wave farms have been secured (GTE) is a production of and fully permitted. The company is currently looking for London Research corporate equity investors to provide £30m to complete their International (LRI), a global commercialisation program. research and consulting firm with expertise in the Sooner than you think: utility scale marine energy The Oyster wave power device is a buoyant, hinged flap energy, environment, and Who is Aquamarine Power? which is attached to the seabed at depths of between 10 infrastructure sectors. GTE Aquamarine Power is an Edinburgh based wave and 15 metres, around half a kilometre from the shore. is a video-based energy technology and project developer which technology platform Oyster's hinged flap - which is almost entirely underwater conducts their R&D with Queen’s University Belfast - pitches backwards and forwards in the near-shore showcasing innovative and demonstrates their technology in the Orkney waves. The movement of the flap drives two hydraulic technologies from Europe. Islands, Scotland. Their unique approach to pistons which push high pressure water onshore via a developing both the technology and the project site The GTE Newsletter subsea pipeline to drive a conventional hydro-electric is aimed at easing the obstacles within the process turbine. -
Flooding the Missouri Valley the Politics of Dam Site Selection and Design
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Great Plains Quarterly Great Plains Studies, Center for Summer 1997 Flooding The Missouri Valley The Politics Of Dam Site Selection And Design Robert Kelley Schneiders Texas Tech University Follow this and additional works at: https://digitalcommons.unl.edu/greatplainsquarterly Part of the Other International and Area Studies Commons Schneiders, Robert Kelley, "Flooding The Missouri Valley The Politics Of Dam Site Selection And Design" (1997). Great Plains Quarterly. 1954. https://digitalcommons.unl.edu/greatplainsquarterly/1954 This Article is brought to you for free and open access by the Great Plains Studies, Center for at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Great Plains Quarterly by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. FLOODING THE MISSOURI VALLEY THE POLITICS OF DAM SITE SELECTION AND DESIGN ROBERT KELLEY SCHNEIDERS In December 1944 the United States Con Dakota is 160 feet high and 10,700 feet long. gress passed a Rivers and Harbors Bill that The reservoir behind it stretches 140 miles authorized the construction of the Pick-Sloan north-northwest along the Missouri Valley. plan for Missouri River development. From Oahe Dam, near Pierre, South Dakota, sur 1946 to 1966, the United States Army Corps passes even Fort Randall Dam at 242 feet high of Engineers, with the assistance of private and 9300 feet long.! Oahe's reservoir stretches contractors, implemented much of that plan 250 miles upstream. The completion of Gar in the Missouri River Valley. In that twenty rison Dam in North Dakota, and Oahe, Big year period, five of the world's largest earthen Bend, Fort Randall, and Gavin's Point dams dams were built across the main-stem of the in South Dakota resulted in the innundation Missouri River in North and South Dakota. -
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 ............................................................................... -
The Economics of the Green Investment Bank: Costs and Benefits, Rationale and Value for Money
The economics of the Green Investment Bank: costs and benefits, rationale and value for money Report prepared for The Department for Business, Innovation & Skills Final report October 2011 The economics of the Green Investment Bank: cost and benefits, rationale and value for money 2 Acknowledgements This report was commissioned by the Department of Business, Innovation and Skills (BIS). Vivid Economics would like to thank BIS staff for their practical support in the review of outputs throughout this project. We would like to thank McKinsey and Deloitte for their valuable assistance in delivering this project from start to finish. In addition, we would like to thank the Department of Energy and Climate Change (DECC), the Department for Environment, Food and Rural Affairs (Defra), the Committee on Climate Change (CCC), the Carbon Trust and Sustainable Development Capital LLP (SDCL), for their valuable support and advice at various stages of the research. We are grateful to the many individuals in the financial sector and the energy, waste, water, transport and environmental industries for sharing their insights with us. The contents of this report reflect the views of the authors and not those of BIS or any other party, and the authors take responsibility for any errors or omissions. An appropriate citation for this report is: Vivid Economics in association with McKinsey & Co, The economics of the Green Investment Bank: costs and benefits, rationale and value for money, report prepared for The Department for Business, Innovation & Skills, October 2011 The economics of the Green Investment Bank: cost and benefits, rationale and value for money 3 Executive Summary The UK Government is committed to achieving the transition to a green economy and delivering long-term sustainable growth. -
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. -
Policy for Dam Safety and Geotechnical Mining Structures
Policy for Dam Safety and Geotechnical Mining Structures DCA 108/2020 Rev.: 00 – 08/10/2020 Nº: POL-0037- G PUBLIC Objective: To establish guidance and commitments for the Safe Management of Dams and Geotechnical Mining Structures such that critical assets are controlled as well as to deal with the risk controls associated with the implemented Management Systems. Aplicação: This Policy applies to Vale and its 100% controlled subsidiaries. It must be reproduced for its direct and indirect subsidiaries, within Brazil and overseas, always in compliance to the articles of incorporation and the applicable legislation. Its adoption is encouraged at other entities in which Vale has a shareholding interest, in Brazil and overseas. References: • POL-0001-G – Code of Conduct • POL-0009-G – Risk Management Policy • POL-0019-G – Sustainability Policy • ABNT NBR ISO 9001:2015 – Sistema de Gestão da Qualidade (SGQ). • Technical Bulletin – Application of Dam Safety Guidelines to Mining Dams from the Canadian Dams Association (CDA). • Guidelines on Tailings Dams – Planning, Design, Construction, Operation and Closure from the Australian Committee on Large Dams (ANCOLD). • Tailings Dam Safety Bulletin from the International Committee on Large Dams (ICOLD). • Guide to the Management of Tailings Facilities & Developing an Operation, Maintenance, and Surveillance. • Manual for Tailings and Water Management Facilities (the OMS Guide) from the Mining Association of Canada (MAC). • Global Industry Standard on Tailings Management (GISTM) from the Global Tailings Review (ICMM-UNEP-PRI) & Tailings Management: Good Practice Guides from the International Council on Mining and Metals (ICMM). • Slope Design Guidelines for Large Open Pit Project (LOP) from the Commonwealth Scientific and Industrial Research Organization (CSIRO da Australia). -
Renewable Energy
Renewable Energy Abstract This paper provides background briefing on renewable energy, the different types of technologies used to generate renewable energy and their potential application in Wales. It also briefly outlines energy policy, the planning process, possible problems associated with connecting renewable technologies to the electricity grid and energy efficiency. September 2005 Members’ Research Service / Gwasanaeth Ymchwil yr Aelodau Members’ Research Service: Research Paper Gwasanaeth Ymchwil yr Aelodau: Papur Ymchwil Renewable Energy Kath Winnard September 2005 Paper number: 05/032/kw © Crown copyright 2005 Enquiry no: 05/032/kw Date: September 2005 This document has been prepared by the Members’ Research Service to provide Assembly Members and their staff with information and for no other purpose. Every effort has been made to ensure that the information is accurate, however, we cannot be held responsible for any inaccuracies found later in the original source material, provided that the original source is not the Members’ Research Service itself. This document does not constitute an expression of opinion by the National Assembly, the Welsh Assembly Government or any other of the Assembly’s constituent parts or connected bodies. Members’ Research Service: Research Paper Gwasanaeth Ymchwil yr Aelodau: Papur Ymchwil Contents 1 Introduction .......................................................................................................... 1 2 Background ......................................................................................................... -
Good and Bad Dams
Latin America and Caribbean Region 1 Sustainable Development Working Paper 16 Public Disclosure Authorized Good Dams and Bad Dams: Environmental Criteria for Site Selection of Hydroelectric Projects November 2003 Public Disclosure Authorized Public Disclosure Authorized George Ledec Public Disclosure Authorized Juan David Quintero The World Bank Latin America and Caribbean Region Environmentally and Socially Sustainable Development Department (LCSES) Latin America and the Caribbean Region Sustainable Development Working Paper No. 16 Good Dams and Bad Dams: Environmental Criteria for Site Selection of Hydroelectric Projects November 2003 George Ledec Juan David Quintero The World Bank Latin America and the Caribbean Region Environmentally and Socially Sustainable Development Sector Management Unit George Ledec has worked with the World Bank since 1982, and is presently Lead Ecologist for the Environmen- tally and Socially Sustainable Development Unit (LCSES) of the World Bank’s Latin America and Caribbean Re- gional Office. He specializes in the environmental assessment of development projects, with particular focus on biodiversity and related conservation concerns. He has worked extensively with the environmental aspects of dams, roads, oil and gas, forest management, and protected areas, and is one of the main authors of the World Bank’s Natural Habitats Policy. Dr. Ledec earned a Ph.D. in Wildland Resource Science from the University of California-Berkeley, a Masters in Public Affairs from Princeton University, and a Bachelors in Biology and Envi- ronmental Studies from Dartmouth College. Juan David Quintero joined the World Bank in 1993 and is presently Lead Environmental Specialist for LCSES and Coordinator of the Bank’s Latin America and Caribbean Quality Assurance Team, which monitors compli- ance with environmental and social safeguard policies. -
Lessons Learned from Orkney Island: the Possibility of Waves to Churn out Enery and Economic Returns in the U.S
Lessons Learned from Orkney Island: The Possibility of Waves to Churn Out Enery and Economic Returns in the U.S. by Marisa McNatt About the Author Marisa McNatt is pursuing her PhD in Environmental Studies with a renewable energy policy focus at the University of Colorado-Boulder. She earned a Master’s in Journalism and Broadcast and a Certificate in Environment, Policy, and Society from CU-Boulder in 2011. This past summer, she traveled to Europe as a Heinrich Böll Climate Media fellow with the goal of researching EU renewable energy policies, with an emphasis on marine renewables, and communicating lessons learned to U.S. policy-makers and other relevant stakeholders. Published by the Heinrich Böll Stiftung Washington, DC, March 2014 Creative Commons Attribution NonCommercial-NoDerivs 3.0 Unported License Author: Marisa McNatt Design: Anna Liesa Fero Cover: ScottishPower Renewables „Wave energy device that turns energy from the waves into electricity at the European Marine Energy Center’s full-scale wave test site off the coast of Orkney Island. Pelamis P2-002 was developed by Pelamis Wave Power and is owned by ScottishPower Renewables.” Heinrich Böll Stiftung North America 1432 K Street NW Suite 500 Washington, DC 20005 United States T +1 202 462 7512 F +1 202 462 5230 E [email protected] www.us.boell.org 2 Lessons Learned from Orkney Island: The Possibility of Waves to Churn Out Enery and Economic Returns in the U.S. by Marisa McNatt A remote island off the Northern tip of Scotland, begins, including obtaining the necessary permits from long known for its waves and currents, is channeling energy and environmental regulatory agencies, as well attention from the U.S.