Influence of Estuarine Tidal Mixing on Structure and Spatial Scales Of
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Northern Sea Route Cargo Flows and Infrastructure- Present State And
Northern Sea Route Cargo Flows and Infrastructure – Present State and Future Potential By Claes Lykke Ragner FNI Report 13/2000 FRIDTJOF NANSENS INSTITUTT THE FRIDTJOF NANSEN INSTITUTE Tittel/Title Sider/Pages Northern Sea Route Cargo Flows and Infrastructure – Present 124 State and Future Potential Publikasjonstype/Publication Type Nummer/Number FNI Report 13/2000 Forfatter(e)/Author(s) ISBN Claes Lykke Ragner 82-7613-400-9 Program/Programme ISSN 0801-2431 Prosjekt/Project Sammendrag/Abstract The report assesses the Northern Sea Route’s commercial potential and economic importance, both as a transit route between Europe and Asia, and as an export route for oil, gas and other natural resources in the Russian Arctic. First, it conducts a survey of past and present Northern Sea Route (NSR) cargo flows. Then follow discussions of the route’s commercial potential as a transit route, as well as of its economic importance and relevance for each of the Russian Arctic regions. These discussions are summarized by estimates of what types and volumes of NSR cargoes that can realistically be expected in the period 2000-2015. This is then followed by a survey of the status quo of the NSR infrastructure (above all the ice-breakers, ice-class cargo vessels and ports), with estimates of its future capacity. Based on the estimated future NSR cargo potential, future NSR infrastructure requirements are calculated and compared with the estimated capacity in order to identify the main, future infrastructure bottlenecks for NSR operations. The information presented in the report is mainly compiled from data and research results that were published through the International Northern Sea Route Programme (INSROP) 1993-99, but considerable updates have been made using recent information, statistics and analyses from various sources. -
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. -
Observations of Shoaling Density Current Regime Changes in Internal Wave Interactions
JUNE 2020 S O L ODOCH ET AL. 1733 Observations of Shoaling Density Current Regime Changes in Internal Wave Interactions AVIV SOLODOCH,JEROEN M. MOLEMAKER, AND KAUSHIK SRINIVASAN Department of Atmospheric and Oceanic Sciences, University of California in Los Angeles, Los Angeles, California MARISTELLA BERTA Istituto di Scienze Marine, Consiglio Nazionale delle Ricerche, La Spezia, Italy LOUIS MARIE Institut Francais de Recherche pour l’Exploitation de la Mer, Plouzané, France ARJUN JAGANNATHAN Department of Atmospheric and Oceanic Sciences, University of California in Los Angeles, Los Angeles, California (Manuscript received 1 August 2019, in final form 16 April 2020) ABSTRACT We present in situ and remote observations of a Mississippi plume front in the Louisiana Bight. The plume propagated freely across the bight, rather than as a coastal current. The observed cross-front circulation pattern is typical of density currents, as are the small width (’100 m) of the plume front and the presence of surface frontal convergence. A comparison of observations with stratified density current theory is conducted. Additionally, subcritical to supercritical transitions of frontal propagation speed relative to internal gravity wave (IGW) speed are demonstrated to occur. That is in part due to IGW speed reduction with decrease in seabed depth during the frontal propagation toward the shore. Theoretical steady-state density current propagation speed is in good agreement with the observations in the critical and supercritical regimes but not in the inherently unsteady subcritical regime. The latter may be due to interaction of IGW with the front, an effect previously demonstrated only in laboratory and numerical experiments. In the critical regime, finite- amplitude IGWs form and remain locked to the front. -
For Classification and Construction of Ships (Rccs)
RULES FOR CLASSIFICATION AND CONSTRUCTION OF SHIPS (RCCS) Part 0 CLASSIFICATION 4 RCCS. Part 0 “Classification” 1 GENERAL PROVISIONS 1.1 The present Part of the Rules for the materials for the ships except for small craft Classification and Construction of Inland and used for non-for-profit purposes. The re- Combined (River-Sea) Navigation Ships (here quirements of the present Rules are applicable and in all other Parts — Rules) defines the to passenger ships, tankers, pushboats, tug- basic terms and definitions applicable for all boats, ice breakers and industrial ships of Parts of the Rules, general procedure of ship‘s overall length less than 20 m. class adjudication and composing of class The requirements of the present Rules are formula, as well as contains information on not applicable to small craft, pleasure ships, the documents issued by Russian River Regis- sports sailing ships, military and border- ter (hereinafter — River Register) and on the security ships, ships with nuclear power units, areas and seasons of operation of the ships floating drill rigs and other floating facilities. with the River Register class. However, the River Register develops and 1.2 When performing its classification and issues corresponding regulations and other survey activities the River Register is governed standards being part of the Rules for particu- by the requirements of applicable interna- lar types of ships (small craft used for com- tional agreements of Russian Federation, mercial purposes, pleasure and sports sailing Regulations on Classification and Survey of ships, ekranoplans etc.) and other floating Ships, as well as the Rules specified in Clause facilities (pontoon bridges etc.). -
FAU Institutional Repository
FAU Institutional Repository http://purl.fcla.edu/fau/fauir This paper was submitted by the faculty of FAU’s Harbor Branch Oceanographic Institute Notice: ©2002 Elsevier Science Ltd. This is the author’s version of a work accepted for publication by Elsevier. Changes resulting from the publishing process, including peer review, editing, corrections, structural formatting and other quality control mechanisms, may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. The definitive version has been published at http://www.elsevier.com/locate/csr and may be cited as Lee, Thomas N., Ned Smith (2002) Volume transport variability through the Florida Keys tidal Channels, Continental Shelf Research 22(9):1361–1377 doi:10.1016/S0278‐4343(02)00003‐1 Continental Shelf Research 22 (2002) 1361–1377 Volume transport variability through the Florida Keys tidal channels Thomas N. Leea,*, Ned Smithb a Rosenstiel School of Marine and Atmospheric Science, University of Miami, 4600 Rickenbacker Causeway, Miami, FL 33149, USA b Harbor Branch Oceanographic Institution, 5600 US Highway 1, North, Ft. Pierce, FL 34946, USA Received 28 February 2001; received in revised form 13 July 2001; accepted 18 September 2001 Abstract Shipboard measurements of volume transports through the passages of the middle Florida Keys are used together with time series of moored transports, cross-Key sea level slopes and local wind records to investigate the mechanisms controllingtransport variability. Predicted tidal transport amplitudes rangedfrom 76000 m3/s in LongKey Channel to 71500 m3/s in Channel 2. Subtidal transport variations are primarily due to local wind driven cross-Key sea level slopes. -
Redalyc.Study of Atrato River Plume in a Tropical Estuary
Dyna ISSN: 0012-7353 [email protected] Universidad Nacional de Colombia Colombia Montoya, Luis Javier; Toro-Botero, Francisco Mauricio; Gomez-Giraldo, Andrés Study of Atrato river plume in a tropical estuary: Effects of the wind and tidal regime on the Gulf of Uraba, Colombia Dyna, vol. 84, núm. 200, marzo, 2017, pp. 367-375 Universidad Nacional de Colombia Medellín, Colombia Available in: http://www.redalyc.org/articulo.oa?id=49650910043 How to cite Complete issue Scientific Information System More information about this article Network of Scientific Journals from Latin America, the Caribbean, Spain and Portugal Journal's homepage in redalyc.org Non-profit academic project, developed under the open access initiative Study of Atrato river plume in a tropical estuary: Effects of the wind and tidal regime on the Gulf of Uraba, Colombia 1 Luis Javier Montoya a, Francisco Mauricio Toro-Botero b & Andrés Gomez-Giraldo b a Universidad de Medellin, Medellin, Colombia. [email protected] b Facultad de Minas, Universidad Nacional de Colombia, Medellin, [email protected], [email protected] Received: January 7th, 2016. Received in revised form: October 6th, 2016. Accepted. December 20th, 2016 Abstract This study focuses on the relative importance of the forcing agents of Atrato River plume as it propagates in a tropical estuary located in the Gulf of Uraba in the Colombian Caribbean Sea. Six campaigns of intensive field data collection were carried out from 2004 to 2007 to identify the main features of the plume and to calibrate and validate a numerical model. Field data and numerical models revealed high spatial and temporal plume variability according to the magnitudes of river discharges, tidal cycles, and wind stress. -
A Satellite View of Riverine Turbidity Plumes on the Ne-E Brazilian Coastal Zone
BRAZILIAN JOURNAL OF OCEANOGRAPHY, 60(3):283-298, 2012 A SATELLITE VIEW OF RIVERINE TURBIDITY PLUMES ON THE NE-E BRAZILIAN COASTAL ZONE Eduardo Negri de Oliveira1*, Bastiaan Adriaan Knoppers2, João Antônio Lorenzzetti3, Paulo Ricardo Petter Medeiros4, Maria Eulália Carneiro5 and Weber Friederichs Landim de Souza6 1Universidade Estadual do Rio de Janeiro - Departamento de Oceanografia Física (Rua São Francisco Xavier, n. 524, Maracanã, Rio de Janeiro, RJ, Brasil) 2Universidade Federal Fluminense (UFF) - Departamento de Geoquímica (Morro do Valonguinho s/n, 24020-141 Niterói, RJ, Brasil) 3Instituto Nacional de Pesquisas Espaciais (INPE) - Divisão de Sensoriamento Remoto (Av. Astronautas, 1758, 12227-010 São José dos Campos, SP, Brasil) 4Universidade Federal de Alagoas - Laboratório Natural e Ciências do Mar (Rua Aristeu de Andrade, 452, 57021-090 - Maceió / AL, Brasil) 5Petrobras SA - Monitoramento e Avaliação Ambiental (Av. Horácio de Macedo, 950, Ilha do Fundão, 21941-915 Rio de Janeiro, RJ, Brasil) 6Instituto Nacional de Tecnologia - Laboratório de Metrologia Analítica e Química (Av. Venezuela, 82, 20081-312, Rio de Janeiro, RJ, Brasil) *Corresponding author: [email protected] A B S T R A C T Turbidity plumes of São Francisco, Caravelas, Doce, and Paraiba do Sul river systems, located along the NE/E Brazilian coast, are analyzed for their dispersal patterns of Total Suspended Solids (TSS) concentration using Landsat images and a logarithmic algorithm proposed by Tassan (1987) to convert satellite reflectance values to TSS. The TSS results obtained were compared to in situ collected TSS data. The analysis of the satellite image data set revealed that each river system exhibits a distinct turbidity plume dispersal pattern. -
Migratory Movements of Peregrine Falcons Falco Peregrinus, Breeding on the Yamal Peninsula, Russia
Ornis Hungarica 2018. 26(2): 222–231. DOI: 10.1515/orhu-2018-0030 Migratory movements of Peregrine Falcons Falco peregrinus, breeding on the Yamal Peninsula, Russia Vasiliy SOKOLOV1, Aleksandr SOKOLOV2 & Andrew DIXON3* Received: October 30, 2018 – Revised: November 11, 2018 – Accepted: December 21, 2018 This is a contribution submitted to the Proceedings of the World Conference on the Peregrine Falcon in Buda- pest in September 2017. Sokolov, V., Sokolov, A. & Dixon, A. 2018. Migratory movements of Peregrine Falcons Falco peregrinus, breeding on the Yamal Peninsula, Russia. – Ornis Hungarica 26(2): 222–231. DOI: 10.1515/orhu-2018-0030 Abstract We describe the migration pathways of 12 Peregrine Falcons Falco peregrinus cali dus breeding on the Yamal Peninsula, Russia. Overall, we tracked 30 complete (17 autumn and 13 spring) and 5 incomplete seasonal migration routes. Winter ranges extended from the Atlantic coast of southern Portugal in the west to Kish Island in the Arabian Gulf in the east, and from Krasnodar in southern Russia in the north to South Sudan. Eight birds were tracked to their wintering sites, with migration pathways ranging from 3,557 km to 8,114 km, taking 14 to 61 days to complete. Birds spent an average of 190 days in their winter ranges (range 136 to 212 days, N = 14), and departure on spring migration took place in April. The home ranges used by win- tering Peregrines were varied including coastal habitats, agricultural landscapes, savannah, desert and an urban city. Departure from breeding areas took place in September with birds returning in May. Peregrines exhibited a high degree of fidelity to their winter ranges, with four birds tracked over three successive migrations until the 2012 breeding season. -
Wave Breaking Turbulence at the Offshore Front of the Columbia River
GeophysicalResearchLetters RESEARCH LETTER Wave breaking turbulence at the offshore front 10.1002/2014GL062274 of the Columbia River Plume 1 1 1 1 2 Key Points: Jim Thomson , Alex R. Horner-Devine , Seth Zippel , Curtis Rusch , and W. Geyer • Strong currents at fronts cause 1 2 wave breaking University of Washington, Seattle, Washington, USA, Woods Hole Oceanographic Institution, Woods Hole, • Wave breaking generates strong Massachusetts, USA turbulence • Surface turbulence (from wave breaking) can affect subsurface Abstract Observations at the Columbia River plume show that wave breaking is an important source mixing of turbulence at the offshore front, which may contribute to plume mixing. The lateral gradient of current associated with the plume front is sufficient to block (and break) shorter waves. The intense whitecapping Correspondence to: that then occurs at the front is a significant source of turbulence, which diffuses downward from the J. Thomson, [email protected] surface according to a scaling determined by the wave height and the gradient of wave energy flux. This process is distinct from the shear-driven mixing that occurs at the interface of river water and ocean water. Observations with and without short waves are examined, especially in two cases in which the background Citation: Thomson, J., A. R. Horner-Devine, conditions (i.e., tidal flows and river discharge) are otherwise identical. S. Zippel, C. Rusch, and W. Geyer (2014), Wave breaking turbu- lence at the offshore front of the Columbia River Plume, Geo- phys. Res. Lett., 41, 8987–8993, 1. Introduction doi:10.1002/2014GL062274. The local effects of waves and wave breaking on river plumes and the mixing of estuarine waters is largely unknown. -
Nearshore Drift-Cell Sediment Processes And
Journal of Coastal Research 00 0 000–000 Coconut Creek, Florida Month 0000 Nearshore Drift-Cell Sediment Processes and Ecological Function for Forage Fish: Implications for Ecological Restoration of Impaired Pacific Northwest Marine Ecosystems David Parks†, Anne Shaffer‡*, and Dwight Barry§ †Washington Department of Natural Resources ‡Coastal Watershed Institute §Western Washington University 311 McCarver Road P.O. Box 2263 Huxley Program on the Peninsula Port Angeles, Washington 98362, U.S.A. Port Angeles, Washington 98362, U.S.A. Port Angeles, Washington 98362, U.S.A. [email protected] ABSTRACT Parks, D.; Shaffer, A., and Barry, D., 0000. Nearshore drift-cell sediment processes and ecological function for forage fish: implications for ecological restoration of impaired Pacific Northwest marine ecosystems. Journal of Coastal Research, 00(0), 000–000. Coconut Creek (Florida), ISSN 0749-0208. Sediment processes of erosion, transport, and deposition play an important role in nearshore ecosystem function, including forming suitable habitats for forage fish spawning. Disruption of sediment processes is often assumed to result in impaired nearshore ecological function but is seldom assessed in the field. In this study we observed the sediment characteristics of intertidal beaches of three coastal drift cells with impaired and intact sediment processes and compared the functional metrics of forage fish (surf smelt, Hypomesus pretiosus, and sand lance, Ammodytes hexapterus) spawning and abundance to define linkages, if any, between sediment processes -
A Conceptual Model of the Strongly Tidal Columbia River Plume
Submitted to Journal of Marine Systems manuscript No. (will be inserted by the editor) Alexander R. Horner-Devine, David A. Jay, Philip M. Orton and Emily Y. Spahn A conceptual model of the strongly tidal Columbia River plume Received: date / Accepted: date Abstract The Columbia River plume is typical of large-scale, high discharge, mid-latitude plumes. In the absence of strong upwelling winds, freshwater from the river executes a rightward turn and forms an anticyclonic bulge before moving north along the Washington coast. In addition to the above A.R. Horner-Devine Civil and Environmental Engineering University of Washington Tel.: 206-685-3032 E-mail: [email protected] David Jay Civil and Environmental Engineering Portland State University E-mail: [email protected] Philip Orton Lamont-Doherty Earth Observatory Columbia University E-mail: [email protected] Emily Spahn Civil and Environmental Engineering University of Washington E-mail: [email protected] 2 dynamics, however, the river plume outflow is subject to large tides, which modify the structure of the plume in the region near the river mouth. Observations based on data acquired during a summer 2005 cruise indicate that the plume consists of four distinct water masses; source water at the lift-off point, and the tidal, re-circulating and far-field plumes. In contrast to most plume models that describe the discharge of low-salinity estuary water into ambient high-salinity coastal water, we describe the Columbia plume as the superposition of these four plume types. We focus primarily on a conceptual summary of the dynamics and mutual interaction of the tidal and re-circulating plumes. -
REGIO Gloobuse Nimeindeks Agadem
Aadria meri A A Aadria meri, i.k Adriatic Sea pl> 40, ip 15 AAFRIKA, i.k Africa pl< 10, lp, ip 10-45 Aarhus, gloobusel Århus pl> 50, ip< 15 AASIA, i.k Asia pl> 40, ip 75-120 Aasiaat (Egedesminde) pl> 60, lp 45 [b@d@n pl> 30, ip< 60 Abaiang pl> 0, ip< 180 Abariringa ll< 10, lp< 180 Abashiri pl> 40, ip< 150 Abau ll> 10, ip< 150 Abéché pl> 10, ip< 30 Abemama pl> 0, ip< 180 Abidjan pl> 0, lp< 15 Abilene pl> 30, lp< 105 Åbo, gloobusel Turu pl> 60, ip< 30 ‘Abr$ pl> 20, ip 30 Abu Dhabi pl> 20, ip< 60 Ab‡ Àamad pl> 20, ip< 45 Abu Hamed, gloobusel Ab‡ Àamad pl> 20, ip< 45 Abuja pl> 0, ip< 15 Acaponeta pl> 20, lp 105 Acapulco, i.k Acapulco de Ju¬rez pl> 10, lp< 105 Acapulco de Ju¬rez , gloobusel Acapulco pl> 10, lp< 105 Accra pl> 0, lp 0 Aconcagua 6960 ll> 30, lp< 75 A Coruña, gloobuse II trükis La Coruña pl> 40, lp< 15 ACRE ll< 10, lp< 75 Adak pl> 50, lp< 180 Adale gloobuse I trükis, Cadale gloobuse II trükis pl> 0, ip> 45 Adana pl> 30, ip< 45 Adare, Cape; e.k Adare'i n ll> 70, ip< 180 Adare'i n, i.k Cape Adare ll> 70, ip< 180 Ad D@mir pl> 10, ip< 45 Ad D@r al Bay%@, gloobusel Casablanca pl> 30, lp< 15 Addis Ababa, gloobusel Addis Abeba pl> 0, ip< 45 Addis Abeba, i.k Addis Ababa pl> 0, ip< 45 Adelaide ll< 40, ip< 150 Adelaide ll< 70, lp 75 Adélie Land, e.k Adélie maa ll< 70, ip< 150 Adélie maa, i.k Adélie Land ll< 70, ip< 150 Adélie rannik, gloobusel Adélie maa ll< 70, ip< 150 Aden pl> 10, ip 45 Aden, Gulf of; e.k Adeni laht pl> 10, ip> 45 Adeni laht, i.k Gulf of Aden pl> 10, ip> 45 Admiraliteedisaared, i.k Admiralty Is.