A Tidal Hydrodynamic Model for Cook Inlet, Alaska, to Support Tidal Energy Resource Characterization
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Tidal Turbine Array Optimization Based on the Discrete Particle
China Ocean Eng., 2018, Vol. 32, No. 3, P. 358–364 DOI: https://doi.org/10.1007/s13344-018-0037-6, ISSN 0890-5487 http://www.chinaoceanengin.cn/ E-mail: [email protected] Tidal Turbine Array Optimization Based on the Discrete Particle Swarm Algorithm WU Guo-weia, WU Hea, *, WANG Xiao-yonga, ZHOU Qing-weia, LIU Xiao-manb aNational Ocean Technology Center, Tianjin 300112, China bSatellite Environment Center, Ministry of Environmental Protection, Beijing 100094, China Received May 18, 2017; revised February 11, 2018; accepted March 23, 2018 ©2018 Chinese Ocean Engineering Society and Springer-Verlag GmbH Germany, part of Springer Nature Abstract In consideration of the resource wasted by unreasonable layout scheme of tidal current turbines, which would influence the ratio of cost and power output, particle swarm optimization algorithm is introduced and improved in the paper. In order to solve the problem of optimal array of tidal turbines, the discrete particle swarm optimization (DPSO) algorithm has been performed by re-defining the updating strategies of particles’ velocity and position. This paper analyzes the optimization problem of micrositing of tidal current turbines by adjusting each turbine’s position, where the maximum value of total electric power is obtained at the maximum speed in the flood tide and ebb tide. Firstly, the best installed turbine number is generated by maximizing the output energy in the given tidal farm by the Farm/Flux and empirical method. Secondly, considering the wake effect, the reasonable distance between turbines, and the tidal velocities influencing factors in the tidal farm, Jensen wake model and elliptic distribution model are selected for the turbines’ total generating capacity calculation at the maximum speed in the flood tide and ebb tide. -
CMI Cook Inlet Surface Current Mapping Final Report
OCS Study MMS 2006-032 Final Report CODAR in Alaska Principal Investigator: Dave Musgrave, PhD Associate Professor School of Fisheries and Ocean Sciences University of Alaska Fairbanks P.O. Box 757220 Fairbanks, AK 99775-7220 (907) 474-7837 [email protected] CoAuthor: Hank Statscewich, MS School of Fisheries and Ocean Sciences University of Alaska Fairbanks P.O. Box 757220 Fairbanks, AK 99775-7220 (907) 474-5720 [email protected] June 2006 Contact information e-mail: [email protected] phone: 907.474.1811 fax: 907.474.1188 postal: Coastal Marine Institute School of Fisheries and Ocean Sciences P.O. Box 757220 University of Alaska Fairbanks Fairbanks, AK 99775-7220 ii Table of Contents List of Tables ................................................................................................................................. iv List of figures................................................................................................................................. iv Abstract........................................................................................................................................... v Introduction..................................................................................................................................... 1 Methods........................................................................................................................................... 2 Results............................................................................................................................................ -
Cost Assessment Methodology and Economic Viability of Tidal Energy Projects
energies Article Cost Assessment Methodology and Economic Viability of Tidal Energy Projects Eva Segura 1, Rafael Morales 1,* and José A. Somolinos 2 1 Escuela de Ingenieros Industriales de Albacete, Universidad de Castilla-La Mancha, 02071 Albacete, Spain; [email protected] 2 Escuela Técnica Superior de Ingenieros Navales, Universidad Politécnica de Madrid, 28040 Madrid, Spain; [email protected] * Correspondence: [email protected]; Tel.: +34-967-599-200 (ext. 2542); Fax: +34-967-599-224 Received: 15 September 2017; Accepted: 6 November 2017; Published: 9 November 2017 Abstract: The exploitation of technologies with which to harness the energy from ocean currents will have considerable possibilities in the future thanks to their enormous potential for electricity production and their high predictability. In this respect, the development of methodologies for the economic viability of these technologies is fundamental to the attainment of a consistent quantification of their costs and the discovery of their economic viability, while simultaneously attracting investment in these technologies. This paper presents a methodology with which to determine the economic viability of tidal energy projects, which includes a technical study of the life-cycle costs into which the development of a tidal farm can be decomposed: concept and definition, design and development, manufacturing, installation, operation and maintenance and dismantling. These cost structures are additionally subdivided by considering their sub-costs and bearing in mind the main components of the tidal farm: the nacelle, the supporting tidal energy converter structure and the export power system. Furthermore, a technical study is developed in order to obtain an estimation of the annual energy produced (and, consequently, the incomes generated if the electric tariff is known) by considering its principal attributes: the characteristics of the current, the ability of the device to capture energy and its ability to convert and export the energy. -
Nos Cook Inlet Operational Forecast System: Model Development and Hindcast Skill Assessment
NOAA Technical Report NOS CS 40 NOS COOK INLET OPERATIONAL FORECAST SYSTEM: MODEL DEVELOPMENT AND HINDCAST SKILL ASSESSMENT Silver Spring, Maryland September 2020 noaa National Oceanic and Atmospheric Administration U.S. DEPARTMENT OF COMMERCE National Ocean Service Coast Survey Development Laboratory Office of Coast Survey National Ocean Service National Oceanic and Atmospheric Administration U.S. Department of Commerce The Office of Coast Survey (OCS) is the Nation’s only official chartmaker. As the oldest United States scientific organization, dating from 1807, this office has a long history. Today it promotes safe navigation by managing the National Oceanic and Atmospheric Administration’s (NOAA) nautical chart and oceanographic data collection and information programs. There are four components of OCS: The Coast Survey Development Laboratory develops new and efficient techniques to accomplish Coast Survey missions and to produce new and improved products and services for the maritime community and other coastal users. The Marine Chart Division acquires marine navigational data to construct and maintain nautical charts, Coast Pilots, and related marine products for the United States. The Hydrographic Surveys Division directs programs for ship and shore-based hydrographic survey units and conducts general hydrographic survey operations. The Navigational Services Division is the focal point for Coast Survey customer service activities, concentrating predominately on charting issues, fast-response hydrographic surveys, and Coast Pilot -
Analysis of the Optimal Deployment Location for Tidal Energy Converters
EGY9197_grabs ■ 24 August 2016 ■ 1/1 Energy xxx (2016) 1 5 Contents lists available at ScienceDirect 6 7 Energy 8 9 10 journal homepage: www.elsevier.com/locate/energy 11 12 13 14 15 1 16 2 17 3 Highlights 4 Two areas of high tidal stream exergy are identified in the Ria de Vigo region. The energy output of two TEC farms, based on different turbines, is estimated. 15% of the 22.5 MW hourly extractable power per site can be tapped by the farms. The estimated power output is between. Q3 Depending on the used TEC, the farms can feed between 4411 and 6638 Spanish homes. http://dx.doi.org/10.1016/j.energy.2016.06.055 0360-5442/© 2016 Elsevier Ltd. All rights reserved. Please cite this article in press as: Mestres M, et al., Analysis of the optimal deployment location for tidal energy converters in the mesotidal Ria de Vigo (NW Spain), Energy (2016), http://dx.doi.org/10.1016/j.energy.2016.06.055 EGY9197_proof ■ 24 August 2016 ■ 1/9 Energy xxx (2016) 1e9 55 Contents lists available at ScienceDirect 56 57 Energy 58 59 60 journal homepage: www.elsevier.com/locate/energy 61 62 63 64 65 1 Analysis of the optimal deployment location for tidal energy 66 2 67 3 converters in the mesotidal Ria de Vigo (NW Spain) 68 4 69 a, b, * b a, b a, b 5 Q5 Marc Mestres , Maria Grin~o , Joan Pau Sierra , Cesar Mosso€ 70 6 a 71 7 International Centre for Coastal Resources Research (CIIRC), c/Jordi Girona 1-3, Modul D1, 08034 Barcelona, Spain b Laboratori d’Enginyeria Marítima (LIM-UPC), Universitat Politecnica de Catalunya-BarcelonaTech, c/Jordi Girona 1-3, Modul D1, 08034 Barcelona, Spain 72 8 73 9 74 10 article info abstract 75 11 76 12 Article history: The potential power output expected from the installation of a tidal farm near the mesotidal Ria de Vigo 77 13 Received 23 February 2016 (NW Spain) is assessed using two different tidal stream energy converters (TEC). -
Geology of the Prince William Sound and Kenai Peninsula Region, Alaska
Geology of the Prince William Sound and Kenai Peninsula Region, Alaska Including the Kenai, Seldovia, Seward, Blying Sound, Cordova, and Middleton Island 1:250,000-scale quadrangles By Frederic H. Wilson and Chad P. Hults Pamphlet to accompany Scientific Investigations Map 3110 View looking east down Harriman Fiord at Serpentine Glacier and Mount Gilbert. (photograph by M.L. Miller) 2012 U.S. Department of the Interior U.S. Geological Survey Contents Abstract ..........................................................................................................................................................1 Introduction ....................................................................................................................................................1 Geographic, Physiographic, and Geologic Framework ..........................................................................1 Description of Map Units .............................................................................................................................3 Unconsolidated deposits ....................................................................................................................3 Surficial deposits ........................................................................................................................3 Rock Units West of the Border Ranges Fault System ....................................................................5 Bedded rocks ...............................................................................................................................5 -
Tidal Farm Electric Energy Production in the Tagus River Civil Engineering
Tidal Farm Electric Energy Production in the Tagus River José Maria Simões de Almeida de Sousa Ceregeiro Thesis to obtain the Master of Science Degree in Civil Engineering Supervisors: Prof. Manuel Guilherme Caras Atlas Duarte Pinheiro Dr. Francisco Javier Campuzano Guillen Examination Committee Chairperson: Prof. Rodrigo de Almada Cardoso Proença de Oliveira Supervisor: Prof. Manuel Guilherme Caras Atlas Duarte Pinheiro Member of the Committee: Prof. Ramiro Joaquim de Jesus Neves May 2019 Declaration I declare that this document is an original work of my own authorship and that it fulfills all the requirements of the Code of Conduct and Good Practices of the Universidade de Lisboa. Acknowledgements Few words can truly convey just how grateful I am. Firstly, I would like to thank my parents. Thank you for having provided me and my siblings with one of the best educations a person could ask for, both at home and in school. Thank you for motivating me and for granting me the freedom to choose whichever college degree I thought would make me happier. You are the reason why I am where I am, and I owe you everything. I’m certain that Life will make sure that your efforts payed off. Secondly, to my younger brother and sister: thank you for validating my inner child and for making sure that there is never a dull moment at home. Next, to my girlfriend: few people in this world see me for who I truly am, and you sit at the very top of the ones that know me best. Thank you for supporting me when I most needed it, for always being there for me and for being my best friend. -
On the Movement of Beluga Whales in Cook Inlet, Alaska
View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by Old Dominion University Old Dominion University ODU Digital Commons CCPO Publications Center for Coastal Physical Oceanography 12-2008 On the Movement of Beluga Whales in Cook Inlet, Alaska: Simulations of Tidal and Environmental Impacts Using a Hydrodynamic Inundation Model Tal Ezer Old Dominion University, [email protected] Roderick Hobbs Lie-Yauw Oey Follow this and additional works at: https://digitalcommons.odu.edu/ccpo_pubs Part of the Environmental Indicators and Impact Assessment Commons, Environmental Monitoring Commons, Marine Biology Commons, and the Oceanography Commons Repository Citation Ezer, Tal; Hobbs, Roderick; and Oey, Lie-Yauw, "On the Movement of Beluga Whales in Cook Inlet, Alaska: Simulations of Tidal and Environmental Impacts Using a Hydrodynamic Inundation Model" (2008). CCPO Publications. 117. https://digitalcommons.odu.edu/ccpo_pubs/117 Original Publication Citation Ezer, T., Hobbs, R., & Oey, L.Y. (2008). On the movement of beluga whales in Cook Inlet, Alaska: Simulations of tidal and environmental impacts using a hydrodynamic inundation model. Oceanography, 21(4), 186-195. doi: 10.5670/oceanog.2008.17 This Article is brought to you for free and open access by the Center for Coastal Physical Oceanography at ODU Digital Commons. It has been accepted for inclusion in CCPO Publications by an authorized administrator of ODU Digital Commons. For more information, please contact [email protected]. or collective redistirbution of any portion of this article by photocopy machine, reposting, or other means is permitted only with the approval of The Oceanography Society. Send all correspondence to: [email protected] ofor Th e The to: [email protected] Oceanography approval Oceanography correspondence POall Box 1931, portionthe Send Society. -
Alaska M7.0 Earthquake Response
2018 M7.0 Anchorage, Alaska, Earthquake RESPONSE Date and Time: November 30, 2018, 8:29:29 am Location: N 61.323°, W 149.923° (7 miles north of Anchorage) Area of Effect: Strong to very strong shaking felt from northern Kenai Peninsula to Matanuska-Susitna Valley; light to moderate shaking felt throughout southcentral and interior Alaska. Initial earthquake followed 6 minutes later by M5.7 aftershock. Fatalities: 0 Damage: Power outages and gas leaks; damage to roads, railroads, and buildings; and closures of schools, businesses, and government offices throughout Anchorage bowl and Mat-Su Valley. Tsunami: Tsunami warnings were sent out within minutes of the earthquake. No tsunami waves Lateral spreading disrupted Vine Road near Wasilla. Many reported. failures of engineered materials occurred on or adjacent to water-saturated lowlands. (Photo credit: U.S. Geological Survey) Alaska Seismic Hazard Safety Commission Alaska Earthquake Center 2018 Cook Inlet Earthquake 1 Points to Ponder Proximity matters The Anchorage earthquake occurred 7 miles north of Anchorage and caused extensive damage, while the 2002 M7.9 Denali earthquake, which occurred about 170 miles north of Anchorage, caused no damage in the area. Anchorage population is approximately 325,00, Mat-Su 104,000 & Kenai Borough 50,000= 479,000 Entire state population is 710,000 Earthquake-resilient construction saves lives The population affected by the Anchorage earthquake generally reside in structures built in accordance with seismic building codes or using construction techniques that are resistant to earthquake shaking, and no lives were lost. Areas where codes were not enforced saw higher damage as a result Infrastructure is vulnerable to earthquake damage Construction codes for roads and embankments are not as successful as building codes for structures. -
Tide Distribution and Tapping Into Tidal Energy 293 Implemented in the 240 MW TPP at La Rance, Brittany, France, in 1967 (Gibrat 1966)
Invited paper Tide distribution and OCEANOLOGIA, 46 (3), 2004. tapping into tidal energy pp. 291{331. C 2004, by Institute of Oceanology PAS. KEYWORDS Tides Extreme tides Energy conservation Tidal power plants Zygmunt Kowalik Institute of Marine Science, University of Alaska, Fairbanks, AK, 99775, USA; e-mail:ff[email protected] Manuscript received 17 June 2004, reviewed 30 July 2004, accepted 19 August 2004. Abstract Tidal power along tidal shores has been used for centuries to run small tidal mills. Generating electricity by tapping tidal power proved to be very successful only in the last century through the tidal power plant constructed in 1967 in La Rance, France. This used a large barrier to generate the sea level head necessary for driving turbines. Construction of such plants evolved very slowly because of prohibitive costs and concerns about the environmental impact. Developments in the construction of small, efficient and inexpensive underwater turbines admit the possibility of small scale operations that will use local tidal currents to bring electricity to remote locations. Since the generation of such electricity is concerned with the tidal energy in local water bodies, it is important to understand the site- specific energy balance, i.e., the energy flowing in through open boundaries, and the energy generated and dissipated within the local domain. The question is how to tap the tidal energy while keeping possible changes in the present tidal regimes to a minimum. The older approach of constructing barrages may still be quite useful in some locations. The basics of such tidal power plants constructed in a small bay are analyzed in order to understand the principal parameter for tidal plant evaluation, i.e., the power produced. -
Multi-Criteria Assessment of Wave and Tidal Power Along the Atlantic Coast of the Southeastern Usa
MULTI-CRITERIA ASSESSMENT OF WAVE AND TIDAL POWER ALONG THE ATLANTIC COAST OF THE SOUTHEASTERN USA A Dissertation Presented to The Academic Faculty by Zafer Defne In Partial Fulfillment of the Requirements for the Degree Doctor of Philosophy in the School of Civil and Environmental Engineering Georgia Institute of Technology May 2010 MULTI-CRITERIA ASSESSMENT OF WAVE AND TIDAL POWER ALONG THE ATLANTIC COAST OF THE SOUTHEASTERN USA Approved by: Dr. Kevin Haas, Committee Chair Dr. Emanuele Di Lorenzo School of Civil and Environmental School of Earth and Atmospheric Sciences Engineering Georgia Institute of Technology Georgia Institute of Technology Dr. Dirk Schaefer Dr. Hermann Fritz, Committee Co-Chair School of Mechanical Engineering School of Civil and Environmental Georgia Institute of Technology Engineering Georgia Institute of Technology Date Approved: January 5, 2010 Dr. Paul Work School of Civil and Environmental Engineering Georgia Institute of Technology ACKNOWLEDGMENTS I would like to express my immense gratitude to my advisors Dr. Kevin Haas and Dr. Hermann Fritz for giving me the opportunity to do this research, and for their guidance throughout the entire study. Their invaluable comments are much appreciated. I am deeply thankful to Dr. Haas for his contributions in developing the fundamentals of this study and for his patience during our long discussions. I would like to extend my thanks to Dr. Paul Work, Dr. Emanuele Di Lorenzo and Dr. Dirk Schaefer for serving as the committee members. Their time, effort, and comments are greatly appreciated. A special thanks goes to Dr. John Warner for helping me with my questions on ROMS modeling and my colleague Dr. -
Tidal & Current Energy Resources in Ireland
Tidal & Current Energy Resources in Ireland CONTENTS EXECUTIVE SUMMARY 3 1.0 INTRODUCTION 14 1.1 Strategic Targets 15 1.2 Electricity Consumption 15 1.3 Report Format 16 2.0 THEORETICAL RESOURCE 19 2.1 Tidal Regime 19 2.2 Sources of Tidal Stream Data 20 2.3 Computational Models 21 2.4 Model Verification 22 2.5 Hydraulic Constraints 22 2.6 Theoretical Power 23 2.7 Device Spacing 24 2.8 Theoretical Resource Evaluation 25 2.9 Summary 25 3.0 TECHNICAL RESOURCE 32 3.1 Summary of Existing Technology 32 3.1.1 Rotational Machines – Horizontal AxisTurbines – ‘Free Stream’ 33 3.1.2 Rotational Machines – Horizontal Axis Turbines – Shrouded 36 3.1.3 Rotational Machines – Vertical Axis– ‘Free Stream’ 36 3.1.4 Rotational Machines – Vertical Axis – Shrouded 38 3.1.5 Reciprocating machines 39 3.1.6 Future Research 40 3.2 Foundations 40 3.3 Tidal Stream Farm Electrical Systems 42 3.4 Technical Resource Evaluation 44 3.5 Summary 45 1 4.0 PRACTICAL RESOURCE 50 4.1 Construction and Physical Constraints 50 4.1.1 Water Depth 50 4.1.2 Wave Climate of Offshore Site 50 4.1.3 Geotechnical Stability for Sub-Base Structures 51 4.1.4 Defined Area Restrictions 51 4.2 Practical Resource Evaluation 53 4.3 Summary 54 5.0 ACCESSIBLE RESOURCE 60 5.1 Environmental Issues 60 5.1.1 Characteristics of Tidal Energy Devices 60 5.1.2 Scoping of Environmental Issues 61 5.2 Statutory Permissions and Planning Legislation 64 5.2.1 Republic of Ireland Legislation 64 5.2.2 Coastal Developments 64 5.2.3 Environmental Impact Assessment 65 5.2.4 National Monuments Act 1930-94 65 5.2.5