Greenpeace Deep Sea Oil Briefing
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New Zealand: E&P Review
New Zealand: E&P Review Mac Beggs, Exploration Manager 2 March 2011 Excellence in Oil & Gas, Sydney From the conference flyer - • Major opportunities and • Favourable terms and clean motivations to operate government • Prospectivity – but skewed to high risk offshore frontiers • Access to services and • Adjunct to Australian service sector skills • Major markets • Unencumbered oil export arrangements • Gas market 150-250 BCF/year • Sovereign risk New Zealand Oil & Gas Limited 2 ⎮ Outline • Regulatory framework for E&P in New Zealand • History of discovery and development • Geography of remaining prospectivity • Recent and forecast E&P activities – Onshore Taranaki fairway – Offshore Taranaki fairway – Frontier basins – Unconventional resources • Gas market overview • Concluding comments New Zealand Oil & Gas Limited 3 ⎮ Regulatory Framework for Oil & Gas E&P in New Zealand • Mineral rights to petroleum vested in the Crown, 1937 • Crown Minerals Act 1991 • Royalty and tax take provides for excellent returns to developer/producer (except for marginal and mature assets) – Royalty of 5% net revenue, or 20% accounting profit – Company tax reducing to 28% from 1 April 2011 • Administered by an agency within Ministry of Economic Development (Crown Minerals) www.crownminerals.govt.nz • High profile since change of government in late 2008 – Resources identified as a driver for economic growth – Senior Minister: Hon Gerry Brownlee (until last week) • Continuing reforms should streamline and strengthen administration New Zealand Oil & Gas Limited -
Planktonic Foraminifera As Oceanographic Proxies: Comparison of Biogeographic Classifications Using Some Southwest Pacific Core-Top Faunas
Hindawi Publishing Corporation ISRN Oceanography Volume 2013, Article ID 508184, 15 pages http://dx.doi.org/10.5402/2013/508184 Review Article Planktonic Foraminifera as Oceanographic Proxies: Comparison of Biogeographic Classifications Using Some Southwest Pacific Core-Top Faunas G. H. Scott GNS Science, 1 Fairway Drive, Lower Hutt 5010, New Zealand Correspondence should be addressed to G. H. Scott; [email protected] Received 29 April 2013; Accepted 17 June 2013 Academic Editors: M. Elskens and M. T. Maldonado Copyright © 2013 G. H. Scott. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. The distribution of planktonic foraminifera, as free-floating protists, is largely controlled by hydrography. Their death assemblages in surficial sediments provide proxy data on upper water mass properties for paleoceanography. Techniques for mapping faunal distributions for this purpose are compared in a study of 35 core-top samples that span the Subtropical Front in the Southwest Pacific. Faunas are analyzed by taxon composition, order of dominant taxa, and abundance. Taxon composition (presence-absence data) and dominant taxa (ordinal data) recognize groups of sites that approximate major water mass distributions (cool subtropical water, subantarctic water) and clearly define the location of the Subtropical Front. Quantitative data (relative abundances) more closely reflect the success of taxa in upper water mass niches. This information resolves groups of sites that reflect differences in intrawater mass hydrography. Comparisons suggest that abundance data should provide much better oceanographic resolution globally than the widely used ordinal biogeographic classification that identifies only Tropical, Subtropical Transitional, Subpolar and Polar provinces. -
PDF Download First Term at Tall Towers Kindle
FIRST TERM AT TALL TOWERS PDF, EPUB, EBOOK Lou Kuenzler | 192 pages | 03 Apr 2014 | Scholastic | 9781407136288 | English | London, United Kingdom First Term at Tall Towers, Kids Online Book Vlogger & Reviews - The KRiB - The KRiB TV Retrieved 5 October Council on Tall Buildings and Urban Habitat. Archived from the original on 20 August Retrieved 30 August Retrieved 26 July Cable News Network. Archived from the original on 1 March Retrieved 1 March The Daily Telegraph. Tobu Railway Co. Retrieved 8 March Skyscraper Center. Retrieved 15 October Retrieved Retrieved 27 March Retrieved 4 April Retrieved 27 December Palawan News. Retrieved 11 April Retrieved 25 October Tallest buildings and structures. History Skyscraper Storey. British Empire and Commonwealth European Union. Commonwealth of Nations. Additionally guyed tower Air traffic obstacle All buildings and structures Antenna height considerations Architectural engineering Construction Early skyscrapers Height restriction laws Groundscraper Oil platform Partially guyed tower Tower block. Italics indicate structures under construction. Petronius m Baldpate Platform Tallest structures Tallest buildings and structures Tallest freestanding structures. Categories : Towers Lists of tallest structures Construction records. Namespaces Article Talk. Views Read Edit View history. Help Learn to edit Community portal Recent changes Upload file. Download as PDF Printable version. Wikimedia Commons. Tallest tower in the world , second-tallest freestanding structure in the world after the Burj Khalifa. Tallest freestanding structure in the world —, tallest in the western hemisphere. Tallest in South East Asia. Tianjin Radio and Television Tower. Central Radio and TV Tower. Liberation Tower. Riga Radio and TV Tower. Berliner Fernsehturm. Sri Lanka. Stratosphere Tower. United States. Tallest observation tower in the United States. -
Campbell Plateau: a Major Control on the SW Pacific Sector of The
Ocean Sci. Discuss., doi:10.5194/os-2017-36, 2017 Manuscript under review for journal Ocean Sci. Discussion started: 15 May 2017 c Author(s) 2017. CC-BY 3.0 License. Campbell Plateau: A major control on the SW Pacific sector of the Southern Ocean circulation. Aitana Forcén-Vázquez1,2, Michael J. M. Williams1, Melissa Bowen3, Lionel Carter2, and Helen Bostock1 1NIWA 2Victoria University of Wellington 3The University of Auckland Correspondence to: Aitana ([email protected]) Abstract. New Zealand’s subantarctic region is a dynamic oceanographic zone with the Subtropical Front (STF) to the north and the Subantarctic Front (SAF) to the south. Both the fronts and their associated currents are strongly influenced by topog- raphy: the South Island of New Zealand and the Chatham Rise for the STF, and Macquarie Ridge and Campbell Plateau for the SAF. Here for the first time we present a consistent picture across the subantarctic region of the relationships between front 5 positions, bathymetry and water mass structure using eight high resolution oceanographic sections that span the region. Our results show that the northwest side of Campbell Plateau is comparatively warm due to a southward extension of the STF over the plateau. The SAF is steered south and east by Macquarie Ridge and Campbell Plateau, with waters originating in the SAF also found north of the plateau in the Bounty Trough. Subantarctic Mode Water (SAMW) formation is confirmed to exist south of the plateau on the northern side of the SAF in winter, while on Campbell Plateau a deep reservoir persists into the following 10 autumn. -
Geophysical Structure of the Southern Alps Orogen, South Island, New Zealand
Regional Geophysics chapter 15/04/2007 1 GEOPHYSICAL STRUCTURE OF THE SOUTHERN ALPS OROGEN, SOUTH ISLAND, NEW ZEALAND. F J Davey1, D Eberhart-Phillips2, M D Kohler3, S Bannister1, G Caldwell1, S Henrys1, M Scherwath4, T Stern5, and H van Avendonk6 1GNS Science, Gracefield, Lower Hutt, New Zealand, [email protected] 2GNS Science, Dunedin, New Zealand 3Center for Embedded Networked Sensing, University of California, Los Angeles, California, USA 4Leibniz-Institute of Marine Sciences, IFM-GEOMAR, Kiel, Germany 5School of Earth Sciences, Victoria University of Wellington, Wellington, New Zealand 6Institute of Geophysics, University of Texas, Austin, Texas, USA ABSTRACT The central part of the South Island of New Zealand is a product of the transpressive continental collision of the Pacific and Australian plates during the past 5 million years, prior to which the plate boundary was largely transcurrent for over 10 My. Subduction occurs at the north (west dipping) and south (east dipping) of South Island. The deformation is largely accommodated by the ramping up of the Pacific plate over the Australian plate and near-symmetric mantle shortening. The initial asymmetric crustal deformation may be the result of an initial difference in lithospheric strength or an inherited suture resulting from earlier plate motions. Delamination of the Pacific plate occurs resulting in the uplift and exposure of mid- crustal rocks at the plate boundary fault (Alpine fault) to form a foreland mountain chain. In addition, an asymmetric crustal root (additional 8 - 17 km) is formed, with an underlying mantle downwarp. The crustal root, which thickens southwards, comprises the delaminated lower crust and a thickened overlying middle crust. -
The Monument the Monument
The Monument The Monument Jean-Yves ANDRIEUX Alexandre GADY ABSTRACT The production of monumental architecture is an essential aspect of European cultural history. Beginning in Antiquity, and then under the influence of Christianity, an extremely diverse body was built throughout the continent, and was the source of vast stylistic movements stretching over nearly two thousand years. This sacred and secular collection was adapted and passed down until the twentieth century, both with regard to its forms and its technology, while simultaneously importing non-European motifs. Since the Enlightenment, the recognition of monuments has stimulated this cross-cultural transfer, assisted by the rise of national spaces and driven by the near-sanctuarization of the monument, which was recognized by protective laws applied during the nineteenth century in various countries. Despite destruction and the World Wars, Europe never ceased to think of itself as a monumental continent whose resources, which are today used for political and economic purposes, confer on it the best part of its global prestige. Snowshill Manor, England. In choosing to present stylized fictitious monuments on the bills of its new currency, the European Union carefully managed the sensitivity of its different member states, and in particular reminded one of the fundamental qualities of the continent's cultural history: the production of a monumental architecture that since Antiquity has represented a dual framework that is both constructed and spiritual. Europe, whose entire history is marked, through both time and space, by public and private buildings of considerable scale, consequently distinguishes itself from civilizations without architecture. Along with ancient Egypt and the Mesoamerican civilizations, it includes the oldest built heritage of humanity, as demonstrated by spectacular ruins and intact buildings, sometimes still in use. -
Bathymetry of the New Zealand Region
ISSN 2538-1016; 11 NEW ZEALAND DEPARTMENT OF SCIENTIFIC AND INDUSTRIAL RESEARCH BULLETIN 161 BATHYMETRY OF THE NEW ZEALAND REGION by J. W. BRODIE New Zealand Oceanographic Institute Wellington New Zealand Oceanographic Institute Memoir No. 11 1964 This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivs 3.0 Unported License. To view a copy of this license, visit http://creativecommons.org/licenses/by-nc-nd/3.0/ Fromispiece: The survey ship HMS Penguin from which many soundings were obtained around the New Zealand coast and in the south-west Pacific in the decade around 1900. (Photograph by courtesy of the Trustees, National Maritime Museum, Greenwich.) This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivs 3.0 Unported License. To view a copy of this license, visit http://creativecommons.org/licenses/by-nc-nd/3.0/ NEW ZEALAND DEPARTMENT OF SCIENTIFIC AND INDUSTRIAL RESEARCH BULLETIN 161 BATHYMETRY OF THE NEW ZEALAND REGION by J. W. BRODIE New Zealand Oceanographic Institute Wellington New Zealand Oceanographic Institute Memoir No. 11 1964 Price: 15s. This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivs 3.0 Unported License. To view a copy of this license, visit http://creativecommons.org/licenses/by-nc-nd/3.0/ CONTENTS Page No. ABSTRACT 7 INTRODUCTION 7 Sources of Data 7 Compilation of Charts 8 EARLIER BATHYMETRIC INTERPRETATIONS 10 Carte Gen�rale Bathymetrique des Oceans 17 Discussion 19 NAMES OF OCEAN FLOOR FEATURES 22 Synonymy of Existing Names 22 Newly Named Features .. 23 FEATURES ON THE CHARTS 25 Major Morphological Units 25 Offshore Banks and Seamounts 33 STRUCTURAL POSITION OF NEW ZEALAND 35 The New Zealand Plateau 35 Rocks of the New Zealand Plateau 37 Crustal Thickness Beneath the New Zealand Plateau 38 Chatham Province Features 41 The Alpine Fault 41 Minor Irregularities on the Sea Floor 41 SEDIMENTATION IN THE NEW ZEALAND REGION . -
Beaufort Sea: Hypothetical Very Large Oil Spill and Gas Release
OCS Report BOEM 2020-001 BEAUFORT SEA: HYPOTHETICAL VERY LARGE OIL SPILL AND GAS RELEASE U.S. Department of the Interior Bureau of Ocean Energy Management Alaska OCS Region OCS Study BOEM 2020-001 BEAUFORT SEA: HYPOTHETICAL VERY LARGE OIL SPILL AND GAS RELEASE January 2020 Author: Bureau of Ocean Energy Management Alaska OCS Region U.S. Department of the Interior Bureau of Ocean Energy Management Alaska OCS Region REPORT AVAILABILITY To download a PDF file of this report, go to the U.S. Department of the Interior, Bureau of Ocean Energy Management (www.boem.gov/newsroom/library/alaska-scientific-and-technical-publications, and click on 2020). CITATION BOEM, 2020. Beaufort Sea: Hypothetical Very Large Oil Spill and Gas Release. OCS Report BOEM 2020-001 Anchorage, AK: U.S. Department of the Interior, Bureau of Ocean Energy Management, Alaska OCS Region. 151 pp. Beaufort Sea: Hypothetical Very Large Oil Spill and Gas Release BOEM Contents List of Abbreviations and Acronyms ............................................................................................................. vii 1 Introduction ........................................................................................................................................... 1 1.1 What is a VLOS? ......................................................................................................................... 1 1.2 What Could Precipitate a VLOS? ................................................................................................ 1 1.2.1 Historical OCS and Worldwide -
APEGBC Technical and Practice Bulletin
APEGBC Technical and Practice Bulletin Structural, Fire Protection and Building Envelope Professional Engineering Services for 5- and 6-Storey Wood Frame Residential Building Projects (Mid-Rise Buildings) © April 2009 All Rights Reserved Revised April 8, 2015 Table of Contents 1.0 INTRODUCTION ................................................................................................................................. 1 1.1 Purpose .................................................................................................................................. 1 1.2 Disclaimer and Exclusion of Liability ...................................................................................... 1 1.3 The Role of APEGBC ............................................................................................................... 2 1.4 Scope of Bulletin .................................................................................................................... 2 1.5 Applicability of Bulletin .......................................................................................................... 2 1.6 Acknowledgements ................................................................................................................ 3 1.7 Introduction of Terms and Abbreviations .............................................................................. 3 2.0 PROFESSIONAL PRACTICE ................................................................................................................. 4 2.1 Coordination ......................................................................................................................... -
Structural Design of High-Rise Buildings
ReportTVSM-5213 ERIK HALLEBRANDandWILHELMJAKOBSSON STRUCTURAL DESIGNOFHIGH-RISEBUILDINGS STRUCTURAL DESIGN OF HIGH-RISE BUILDINGS ERIK HALLEBRAND and WILHELM JAKOBSSON Structural Master’s Dissertation Mechanics 55213HO.indd213HO.indd 1 22016-08-08016-08-08 17:22:5317:22:53 DEPARTMENT OF CONSTRUCTION SCIENCES DIVISION OF STRUCTURAL MECHANICS ISRN LUTVDG/TVSM--16/5213--SE (1-127) | ISSN 0281-6679 MASTER’S DISSERTATION STRUCTURAL DESIGN OF HIGH-RISE BUILDINGS ERIK HALLEBRAND and WILHELM JAKOBSSON Supervisors: PETER PERSSON,PhD, Div. of Structural Mechanics, LTH och JESPER AHLQUIST,MSc, Sweco. Examiner: Professor KENT PERSSON, Div. of Structural Mechanics, LTH. Copyright © 2016 Division of Structural Mechanics, Faculty of Engineering LTH, Lund University, Sweden. Printed by Media-Tryck LU, Lund, Sweden, June 2016 (Pl). For information, address: Division of Structural Mechanics, Faculty of Engineering LTH, Lund University, Box 118, SE-221 00 Lund, Sweden. Homepage: www.byggmek.lth.se Abstract High-rise buildings are exposed to both static and dynamic loads. Depending on the method used and how the structure is modelled in finite element software the results can vary. Some of the issues and modelling techniques, introduced below, are investigated in this Master’s thesis. Dynamic effects such as resonance frequencies and accelerations are considered. The variation in static results from reaction forces, overturning moments, deflections, critical buckling loads, forces between prefabricated elements and force distributions between concrete cores are investigated with different models. The models are evaluated by different elements and methods, such as construction stage analysis, to study the impact these have on the results. Simplified calculations by hand according to different standards, regulations and codes such as SS-ISO, EKS and Eurocode have been compared with finite element analyses. -
Exploring Decommissioning and Valorisation of Oil&Gas Rigs In
Exploring Decommissioning and Valorisation of Oil&Gas rigs in Sustainable and Circular Economy Frameworks Renata Archetti Valerio Cozzani Stefano Valentini Giacomo Segurini M.Gabriella Gaeta Stefano Valentini DICAM DIPARTIMENTO DI INGEGNERIA CIVILE, CHIMICA, AMBIENTALE E DEI MATERIALI e-DevSus Exploring Decommissioning and Valorisation of Oil&Gas rigs in Sustainable and Circular Economy Frameworks ALMA MATER STUDIORUM · UNIVERSITA’ DI BOLOGNA DICAM DIPARTIMENTO DI INGEGNERIA CIVILE, CHIMICA, AMBIENTALE E DEI MATERIALI ALMA MATER STUDIORUM – UNIVERSITA’ DI BOLOGNA DICAM – Department of Civil, Chemical, Environmental and Materials Engineering Viale Risorgimento 2, I-40136 Bologna, Italy Authors: University of Bologna: Renata Archetti, Valerio Cozzani, Giacomo Segurini, M.Gabriella Gaeta ART-ER S.Cons.p.a: Stefano Valentini (Research and Innovation Division) ALMA MATER STUDIORUM · UNIVERSITA’ DI BOLOGNA DICAM DIPARTIMENTO DI INGEGNERIA CIVILE, CHIMICA, AMBIENTALE E DEI MATERIALI Table of Contents Table of Contents ................................................................................................................................. 3 1. Introduction ................................................................................................................................. 5 1.1 Offshore Platform Composition ............................................................................................ 6 1.2 Decommissioning process .................................................................................................... -
Comparison of Environmental Performance of a Five-Storey Building Built with Cross-Laminated Timber and Concrete
COMPARISON OF ENVIRONMENTAL PERFORMANCE OF A FIVE-STOREY BUILDING BUILT WITH CROSS-LAMINATED TIMBER AND CONCRETE Submitted to Sustainable Building Science Program By Yue (Jessie) Chen Department of Wood Science University of British Columbia Vancouver, B.C., Canada August 31, 2012 1 TABLE OF CONTENTS TABLE OF CONTENTS .......................................................................................................... 2 LIST OF TABLES .................................................................................................................... 3 LIST OF FIGURES .................................................................................................................. 4 ACKNOWLEDGEMENTS ...................................................................................................... 5 EXECUTIVE SUMMARY ....................................................................................................... 6 INTRODUCTION ..................................................................................................................... 8 CROSS-LAMINATED TIMBER ............................................................................................. 9 DISCOVERY PLACE-BUILDING 12 ................................................................................... 11 BUILDING REDESIGN ......................................................................................................... 12 Redesign of T-slabs ...........................................................................................................