EDSO Vol2 Full.Pdf

Total Page:16

File Type:pdf, Size:1020Kb

EDSO Vol2 Full.Pdf APEC ENERGY DEMAND AND SUPPLY OUTLOOK 5 TH EDITION ECONOMY REVIEWS ASIA PACIFIC ENERGY RESEARCH CENTRE This report, along with detailed tables of the model results, is published at http://aperc.ieej.or.jp/ FEBRUARY 2013 Published by: Asia Pacific Energy Research Centre Institute of Energy Economics, Japan Inui Building Kachidoki 11F, 1-13-1 Kachidoki Chuo-ku, Tokyo 104-0054 Japan Tel: (813) 5144-8551 Fax: (813) 5144-8555 Email: [email protected] (administration) Website: http://aperc.ieej.or.jp/ Produced for: APEC Secretariat 35 Heng Mui Keng Terrace, Singapore 119616 Tel: (65) 68 919 600 Fax: (65) 68 919 690 E-mail: [email protected] Website: www.apec.org © 2013 APEC Secretariat February 2013 APEC#213-RE-01.5 ISBN 978-4-931482-45-6 APEC Energy Demand and Supply Outlook – 5th Edition Table of Contents TABLE OF CONTENTS Foreword ................................................................................................................................................................................ ii Acknowledgements .............................................................................................................................................................. iii List of Abbreviations ......................................................................................................................................................... viii Tables of Approximate Conversion Factors ................................................................................................................... xi Australia .................................................................................................................................................................................. 1 Brunei Darussalam .............................................................................................................................................................. 11 Canada .................................................................................................................................................................................. 21 Chile ...................................................................................................................................................................................... 33 China ..................................................................................................................................................................................... 43 Hong Kong, China ............................................................................................................................................................. 55 Indonesia .............................................................................................................................................................................. 65 Japan ...................................................................................................................................................................................... 79 Korea .................................................................................................................................................................................... 89 Malaysia ................................................................................................................................................................................ 97 Mexico ................................................................................................................................................................................ 109 New Zealand ...................................................................................................................................................................... 123 Papua New Guinea ........................................................................................................................................................... 133 Peru ..................................................................................................................................................................................... 141 Philippines .......................................................................................................................................................................... 155 The Russian Federation ................................................................................................................................................... 167 Singapore ............................................................................................................................................................................ 175 Chinese Taipei ................................................................................................................................................................... 183 Thailand .............................................................................................................................................................................. 193 United States ...................................................................................................................................................................... 203 Viet Nam ............................................................................................................................................................................ 215 i APEC Energy Demand and Supply Outlook – 5th Edition Foreword FOREWORD We are pleased to present the APEC Energy Demand and Supply Outlook – 5th Edition. This Outlook is designed to provide a basic point of reference for anyone wishing to become more informed about the energy choices facing the APEC region. Concerns about energy security, the impacts of energy on the economy, and environmental sustainability are becoming increasingly important drivers of policy in every APEC economy. The business-as-usual projections presented here illustrate the risks of the development path the APEC region is currently on. A new feature of this Outlook is the alternative scenarios, which examine options for increasing natural gas use and reducing energy demand in transportation. Readers who desire a quick overview of our most important findings should read Chapter 1, “Summary of Key Trends”. Readers who desire a quick overview of our business-as-usual projections should read Chapter 2, “APEC Energy Demand and Supply Overview”. Because of the summaries provided in these two chapters, an Executive Summary would be redundant and is not included. Detailed tables of the model results are available on the APERC website http://aperc.ieej.or.jp/. This report is the work of Asia Pacific Energy Research Centre (the ‘we’ used throughout this report). It is an independent study, and does not necessarily reflect the views or policies of the APEC Energy Working Group or individual member economies. But we hope that it will serve as a useful basis for discussion and analysis of energy issues both within and among APEC member economies. I would like to express a special thanks to the many people outside APERC who have assisted us in preparing this report, as well as to the entire team here at APERC. We at APERC are, of course, responsible for any errors that remain. I would especially like to acknowledge the contributions of my predecessor as APERC President, Kenji Kobayashi. Under Mr. Kobayashi’s leadership, the Outlook – 5th Edition project was already well-organized and underway when I joined APERC in July 2012. Takato Ojimi President Asia Pacific Energy Research Centre (APERC) ii APEC Energy Demand and Supply Outlook – 5th Edition Acknowledgements ACKNOWLEDGEMENTS The development of the APEC Energy Demand and Supply Outlook – 5th Edition could not have been accomplished without the contributions of many individuals and organizations. We would like to thank all those whose efforts made this Outlook possible, in particular those named below. We are very grateful to our sponsors. The Ministry of Economy, Trade and Industry, Japan, provided the primary funding for this project. The Petroleum Institute of Thailand funded the participation of Charothon Ung-Jinda and Nontaphorn Udomwadhanaphorn. The United States Department of Energy funded the participation of Monterey R. Gardiner. We wish to express our appreciation to the APERC Annual Conference and Workshop participants who met with us and provided invaluable insights into the issues raised in the draft report. We also would like to thank members of the APEC Energy Working Group (EWG), the APEC Expert Group on Energy Data and Analysis (EGEDA), and the APERC Advisory Board, along with numerous government officials, for their helpful information and comments. PROJECT MANAGER Ralph D. Samuelson MAIN CONTRIBUTORS TO THIS VOLUME Australia: Gayathiri Bragatheswaran Brunei Darussalam: Aishah Mohd. Isa and Mardrianto Kadri Canada: Gayathiri Bragatheswaran Chile: Tran Thanh Lien and Juan Roberto Lozano Maya People’s Republic of China: Bing-Chwen Yang, Aishah Mohd. Isa and Du Bing Hong Kong, China: Bing-Chwen Yang Indonesia: Aishah Mohd. Isa, Mardrianto Kadri, and Chrisnawan Anditya Japan: Goichi Komori and Kazumoto Irie Republic of Korea: Dmitry Aleksandrovich Sokolov Malaysia: Aishah Mohd. Isa and Chandran Sundaraj Mexico: Juan Roberto Lozano Maya New Zealand: Ralph D. Samuelson Papua New Guinea: Dmitry Aleksandrovich Sokolov Peru: Juan Roberto Lozano Maya The Republic of Philippines: Elvira Torres Gelindon The Russian Federation: Dmitry Aleksandrovich Sokolov
Recommended publications
  • Subsequent Initial Study of Environmental Impact
    Cayucos Sanitary District 200 Ash Avenue Cayucos CA 93430 www.cayucossd.org • 805-773-4658 Cayucos Sustainable Water Project (CSWP) Subsequent Mitigated Negative Declaration for the Estero Marine Terminal Ocean Outfall Project Component Subsequent Initial Study of Environmental Impact I. ENVIRONMENTAL DETERMINATION FORM 1. Project Title: Cayucos Sustainable Water Project Ocean Outfall 2. Lead Agency Name and Address: Cayucos Sanitary District 200 Ash Avenue / PO Box 333 Cayucos CA 93430 3. Contact Person and Phone Number: David Foote, c/o firma, (805) 781-9800 4. Project Location: Chevron Estero Marine Terminal 4000 Highway 1, Morro Bay, California 93442 5. Project Sponsor's Name and Address: Cayucos Sanitary District 200 Ash Avenue / PO Box 333 Cayucos CA 93430 6. General Plan Designation: The proposed pipeline tie-in site is designated Agriculture. The effluent pipeline conveyances are within public right-of-way (State Route 1) and Waters of the U.S. and State. 7. Zoning: Agriculture (County) and Open Area I/PD (City of Morro Bay west of State Route 1 and the mean high tide line) Cayucos Sustainable Water Project Ocean Outfall Initial Environmental Study Final January 2019 1 Cayucos Sanitary District 200 Ash Avenue Cayucos CA 93430 www.cayucossd.org • 805-773-4658 Cayucos Sustainable Water Project (CSWP) Subsequent Mitigated Negative Declaration for the Estero Marine Terminal Ocean Outfall Project Component 8. Project Description & Regulatory and Environmental setting LOCATION AND BACKGROUND The Project consists of the reuse of an existing ocean conveyance pipe for treated effluent disposal from the proposed and permitted Cayucos Sustainable Water Project’s (CSWP) Water Resource Recovery Facility (WRRF) by the Cayucos Sanitary District (CSD).
    [Show full text]
  • Subsea Pipelines Collaboration Cluster Advancing Our Knowledge of Subsea Pipeline Technology to Support the Oil and Gas Industry
    WEALTH FROM OCEANS www.csiro.au Subsea Pipelines Collaboration Cluster Advancing our knowledge of subsea pipeline technology to support the oil and gas industry Final report 2 Executive summary 17 Putting the Cluster’s research into practice 4 Introduction to the Subsea Pipelines Cluster 21 Commissioning experimental equipment 6 Training the offshore for ongoing pipeline pipeline engineers testing in Australia of the future 28 Publications and 10 Scientific and dissemination engineering challenges 34 Key papers 12 Scientific outcomes of the Flagship 46 Awards Collaborative Cluster 48 Keynote presentations, invited lectures and papers 49 Hosting international conference ISFOG 50 The Partners 51 Flagship Collaboration fund 1 Executive summary Offshore subsea pipelines are used to export oil and gas from the field to platform and then from the platform to the mainland. As they are the sole conduit for the hydrocarbons their stability and integrity are of critical economic and environmental importance. More than 80 per cent of Australia’s gas resources exist in deep, remote, offshore areas and being able to realise the full potential of these remote resources relies on the development of economically viable transportation solutions. Technical solutions for Australia’s offshore pipelines must maintain structural integrity and continuous supply of products across hundreds of kilometres of seabed. Such technology is also vital to Australia achieving the vision of “platform free fields”, a CSIRO Wealth from Oceans Flagship initiative. Platform free fields research investigates ways to replace traditional oil and gas platforms with subsea technologies for production of gas resources which may lie as far as 300 km offshore, at a depth greater than 1 km.
    [Show full text]
  • THE ASIA-PACIFIC 02 | Renewable Energy in the Asia-Pacific CONTENTS
    Edition 4 | 2017 DLA Piper RENEWABLE ENERGY IN THE ASIA-PACIFIC 02 | Renewable energy in the Asia-Pacific CONTENTS Introduction ...................................................................................04 Australia ..........................................................................................08 People’s Republic of China ..........................................................17 Hong Kong SAR ............................................................................25 India ..................................................................................................31 Indonesia .........................................................................................39 Japan .................................................................................................47 Malaysia ...........................................................................................53 The Maldives ..................................................................................59 Mongolia ..........................................................................................65 Myanmar .........................................................................................72 New Zealand..................................................................................77 Pakistan ...........................................................................................84 Papua New Guinea .......................................................................90 The Philippines ...............................................................................96
    [Show full text]
  • Method of Determining
    Hydrotransport 19 Conference, Sept 24-26, 2014, Denver, USA Options for fixed mechanical sand bypassing at river entrances N.T. Cowper1, L. Nankervis2 and A.D. Thomas3 Slurry Systems Pty Limited, Sydney, Australia 1, [email protected] 2, [email protected] 3 [email protected] ABSTRACT Littoral drift of sand along coastlines can result in sand bars forming off ocean entrances causing navigational problems. Conventional management of these sand bars involves regular dredging. Two alternative fixed sand bypassing technologies are considered. The world’s first large scale fixed bypass system at Nerang, Queensland, Australia, is described. Since 1986 it has bypassed around 17 million m3 of sand. The system consists of 10 jet pumps mounted along an offshore jetty. An alternative option, not requiring a jetty, is to use a Submarine Sand Shifter (SSS) buried beneath the sand. The development, pilot plant testing, and operational experience of the Sand Shifter is described. 1. INTRODUCTION Littoral drift is a natural process due to sand being suspended by the energy dissipated in breaking waves. The resulting sand movement is predominantly towards the beach shore. However, when waves strike the beach at an oblique angle there is a shore parallel component of sand movement, or littoral drift. The quantity of littoral drift sand varies depending on wave climate. Depending on the prevailing wave direction, sand bars may build up across river entrances, inhibiting navigation. The conventional solution involves regular dredging of the entrance. A fixed sand bypassing system can provide a more economical alternative. Fixed sand bypassing involves a system to intercept the littoral drift sand before it reaches the entrance and pump it ashore to an on-shore pump station.
    [Show full text]
  • Searching for New Directions a Study of Hong Kong Electricity Market
    LC Paper No. CB(4)231/14-15(02) Searching for New Directions A Study of Hong Kong Electricity Market SEARCHING FOR NEW DIRECTIONS A STUDY OF HONG KONG ELECTRICITY MARKET Hong Kong Consumer Council December 2014 Searching for New Directions – A Study of Hong Kong Electricity Market Table of Content Executive Summary .................................................................................................. i-xiv Chapter 1 Introduction .................................................................................................. 1 Competitive Electricity Market ........................................................................................... 2 Chapter 2 Overseas Experience ..................................................................................... 5 Government Environmental Policy ..................................................................................... 5 Market-based instruments ................................................................................. 6 Nuclear option .................................................................................................... 8 Competition ......................................................................................................................... 9 Structure and reform ......................................................................................... 9 Reconsolidation ................................................................................................ 10 Retail competition ...........................................................................................
    [Show full text]
  • Hydrodynamic Forces on Subsea Pipes Due to Orbital Wave Effects
    Hydrodynamic Forces on Subsea Pipes due to Orbital Wave Effects Lisa King Jeremy Leggoe1, Liang Cheng2 1School of Mechanical and Chemical Engineering 2School of Civil and Resource Engineering CEED Client: Woodside Energy Ltd Abstract Pipeline stability design relies on an accurate prediction of the hydrodynamic forces induced by wave and current motion. The motion of wind generated waves is generally orbital, and the orbit paths flatten to an ellipsoid with depth. This leads to the assumption in deepwater that the vertical components of the wave motion tend to zero near the seabed. Due to this simplification wave motion is often modelled as rectilinear for the purposes of analysing on-bottom pipeline stability. This simplification predicts that the magnitudes of the hydrodynamic forces are equal on the forward and reverse half wave cycle. In computational fluid dynamics (CFD) modelling results have shown the drag force exerted on an on-bottom pipeline was 7% higher than expected on the forward half wave cycle, and 5% lower on the reverse half-wave cycle when waves were modelled as orbital rather than rectilinear. This paper describes CFD modelling to be conducted to investigate this phenomenon and verify the validity of this result. 1. Introduction Pipeline stability is an integral part of the offshore oil and gas industry and in particular is a major challenge for pipeline operators in the Australian North West Shelf (NWS). Due to the severity of the environmental conditions in the NWS, pipeline stabilisation can be a significant project cost, contributing up to 30% of the capital expenditure (Zeitoun et al.
    [Show full text]
  • Shedding Damage Detection of Metal Underwater Pipeline External Anticorrosive Coating by Ultrasonic Imaging Based on HOG + SVM
    Journal of Marine Science and Engineering Article Shedding Damage Detection of Metal Underwater Pipeline External Anticorrosive Coating by Ultrasonic Imaging Based on HOG + SVM Xiaobin Hong, Liuwei Huang , Shifeng Gong and Guoquan Xiao * School of Mechanical & Automotive Engineering, South China University of Technology, Guangzhou 510641, China; [email protected] (X.H.); [email protected] (L.H.); [email protected] (S.G.) * Correspondence: [email protected] Abstract: Underwater pipelines are the channels for oil transportation in the sea. In the course of pipeline operation, leakage accidents occur from time to time for natural and man-made reasons which result in economic losses and environmental pollution. To avoid economic losses and environ- mental pollution, damage detection of underwater pipelines must be carried out. In this paper, based on the histogram of oriented gradient (HOG) and support vector machine (SVM), a non-contact ultrasonic imaging method is proposed to detect the shedding damage of the metal underwater pipeline external anti-corrosion layer. Firstly, the principle of acoustic scattering characteristics for de- tecting the metal underwater pipelines is introduced. Following this, a HOG+SVM image-extracting algorithm is used to extract the pipeline area from the underwater ultrasonic image. According to the difference of mean gray value in the horizontal direction of the pipeline project area, the shedding Citation: Hong, X.; Huang, L.; Gong, damage parts are identified. Subsequently, taking the metal underwater pipelines with three layers S.; Xiao, G. Shedding Damage of polyethylene outer anti-corrosive coatings as the detection object, an Autonomous Surface Vehicle Detection of Metal Underwater (ASV) for underwater pipelines defect detection is developed to verify the detection effect of the Pipeline External Anticorrosive method.
    [Show full text]
  • M Beneficiaries of the Greater Bay Area's Transition to Low- Carbon
    MM October 13, 2019 10:43 PM GMT China's Urbanization 2.0 Beneficiaries of the Greater Bay Area's Transition to Low- Carbon Energy Nuclear is the best option for GBA's transition to low carbon. We double upgrade CGN Power to OW and upgrade HKEI to OW. Morgan Stanley does and seeks to do business with companies covered in Morgan Stanley Research. As a result, investors should be aware that the firm may have a conflict of interest that could affect the objectivity of Morgan Stanley Research. Investors should consider Morgan Stanley Research as only a single factor in making their investment decision. For analyst certification and other important disclosures, refer to the Disclosure Section, located at the end of this report. += Analysts employed by non-U.S. affiliates are not registered with FINRA, may not be associated persons of the member and may not be subject to NASD/NYSE restrictions on communications with a subject company, public appearances and trading securities held by a research analyst account. MM Contributors MORGAN STANLEY ASIA LIMITED+ MORGAN STANLEY ASIA LIMITED+ Simon H.Y. Lee, CFA Beryl Wang Equity Analyst Research Associate +852 2848-1985 +852 3963-3643 [email protected] [email protected] MORGAN STANLEY ASIA LIMITED+ MORGAN STANLEY ASIA LIMITED+ Yishu Yan Eva Hou Research Associate Equity Analyst +852 3963-2846 +852 2848-6964 [email protected] [email protected] MM China's Urbanization 2.0 Beneficiaries of the Greater Bay Area's Transition to Low- Carbon Energy uclear is the best option for GBA's transition to low carbon.
    [Show full text]
  • Hong Kong Energy End-Use Data 2013
    香港能源最終用途數據 2013 Hong Kong Energy End-use Data 2013 有關本刊物的查詢,請聯絡: 機電工程署 能源效益事務處 地址:香港九龍灣啟成街3號7樓 電話:(852) 2808 3465 圖文傳真:(852) 2890 6081 電郵:[email protected] Enquiries about this publication can be directed to : The Energy Efficiency Office Electrical & Mechanical Services Department Address: 7/F, 3 Kai Shing Street, Kowloon Bay, Hong Kong Tel. No. : (852) 2808 3465 Fax. No. : (852) 2890 6081 E-mail : [email protected] 機電工程署網站 Website of Electrical & Mechanical Services Department http://www.emsd.gov.hk 聲明 雖然香港特別行政區政府機電工程署在擬備此套能源最終用途數據時,已盡力確 保資料準確完備,但不論數據使用者以何種形式應用此套數據,如因此而引致任 何損失或損害,機電工程署概不承擔任何責任。 Disclaimer Although every care has been exercised to prepare this set of energy end-use data, the Electrical & Mechanical Services Department of the Government of the Hong Kong Special Administrative Region shall not accept any liability for loss or damage occurring as a consequence of reliance by the data user in whatever form on this set of data. 00 目錄 Table of Contents Table of Contents P.1 Introduction P.3 Key Energy End-use Related Data P.5 By Sectors P.17 By Fuels P.18 By Sectors & Segments P.19 Segments of Residential Sector P.19 Segments of Commercial Sector P.23 Segments of Industrial Sector P.27 Segments of Transport Sector P32P.32 By Sectors & Fuels P.35 Residential Sector P.35 Commercial Sector P.37 Industrial Sector P.39 Transport Sector P.41 By End-uses P.43 By Fuels & End-uses P.45 Electricity End-uses P.45 Oil & Coal Products End-uses P.47 Town Gas & Liquefied Petroleum Gas End-uses P.49 Energy distribution P.51 Renewable Energy in Hong Kong P.53 Notes P.55 Notepad PP57.57 01 目錄 P.1 引言 P.3 主要最終能源使用有關數據 P.5 按類別劃分 P.17 按燃料劃分 P.18 按類別及組別劃分 P.19 住宅組別 P.19 商業組別 P.23 工業組別 P.27 運輸組別 P32P.32 按類別及燃料劃分 P.35 住宅類別 P.35 商業類別 P.37 工業類別 P.39 運輸類別 P.41 按最終用途劃分 P.43 按燃料及最終用途劃分 P.45 電力最終用途 P.45 油及煤產品最終用途 P.47 煤氣及石油氣最終用途 P.49 能源分配 P.51 香港的再生能源 P.53 註釋 P.55 備忘 PP57.57 02 引言 Introduction Introduction 1.
    [Show full text]
  • The Power to Shape Global Opportunities
    Cheung Kong Infrastructure Holdings Limited Cheung Kong Infrastructure Holdings Limited Cheung Kong Infrastructure Holdings Limited Annual Report 2004 12th Floor, Cheung Kong Center, 2 Queen’s Road Central, Hong Kong (Incorporated in Bermuda with limited liability) Annual Report 2004 THE POWER TO SHAPE GLOBAL OPPORTUNITIES CKI is the largest publicly listed infrastructure CONTENTS company in Hong Kong with diversified investments in Energy Infrastructure, Transportation Infrastructure, Water Infrastructure and Infrastructure Related Business. Operating in Hong Kong, Mainland China, Australia, the United Kingdom, Canada and the Philippines, it is a leading player in the global infrastructure arena. 02 Nine-Year Financial Summary 36 Financial Review 04 Chairman’s Letter 38 Board and Senior Management 08 Key Growth Strategy 44 Report of the Directors 10 A New Chapter for CKI 64 Report of the Auditors 14 A Year of Acquisition 65 Consolidated Income Statement 16 Business Review 66 Balance Sheets 16 Investment in Hongkong Electric 67 Consolidated Statement of Changes in Equity 20 Infrastructure Investments – Energy 68 Consolidated Cash Flow Statement 24 Infrastructure Investments – Transportation 69 Notes to the Financial Statements 28 Infrastructure Investments – Water 109 Principal Subsidiaries 32 Infrastructure Related Business 111 Principal Associates 114 Principal Jointly Controlled Entities 115 Extracts of Financial Statements of Hongkong Electric 117 Schedule of Major Properties 118 Project Profiles 126 Corporate Information THE YEAR AT A GLANCE Profit attributable to shareholders (HK$m) 3,556 Earnings per share (HK$) 1.58 Dividends per share (HK$) 0.79 Annual Report 2004 01 CKI is the largest publicly listed infrastructure CONTENTS company in Hong Kong with diversified investments in Energy Infrastructure, Transportation Infrastructure, Water Infrastructure and Infrastructure Related Business.
    [Show full text]
  • ICE Breaker Newsletter of ICE Hong Kong 2018 Issue 1 Messages and News Together We Can!
    ICE Breaker Newsletter of ICE Hong Kong 2018 Issue 1 Messages and News Together we can! ear Fellow members and friends, D We are now into the final quarter of the 2017/18 session for the ICE HKA committee. It has been a remarkably challenging and fruitful time for the committee. On top of our usual suite of high quality learned society activities, we have been exceedingly bold in launching an ambitious ICE 200 programme around three strands, namely knowledge, branding and inspiration. Our vision for this milestone year of the ICE bicentenary is to enthuse the profession, enhance our public image and inspire the next generation. Our ICE 200 events are centred around the TECH (ie technology, engineering, climate and humanitarian) themes. Some of our flagship events to date are as follows: (a) Innovation Summit on 12 January 2018. The Honourable Mrs Carrie Lam, Chief Executive of HKSAR Government, gave the opening address as the Guest of Honour. (b) Distinguished Lecture on 13 March 2018 delivered by Dr Robin Sham, CBE, and Dr Ana Ruiz-Teran from Imperial College London. Mr Andrew Heyn, British Consul-General to Hong Kong and Macao, gave the opening address as the Guest of Honour. (c) Grand Opening of the World’s Longest Span LEGO® bridge on 21 March 2018. The Honourable Mr Matthew Cheung, Chief Secretary for Administration, was the Guest of Honour for the Grand Opening Ceremony. About 80 students from 8 schools contributed to pre-assembling the bridge components. The LEGO® bridge was displayed to the public in ELEMENTS for one month.
    [Show full text]
  • DNV-OS-F101: Submarine Pipeline Systems
    OFFSHORE STANDARD DNV-OS-F101 SUBMARINE PIPELINE SYSTEMS 2000 DET NORSKE VERITAS Offshore Standard DNV-OS-F101, 2000 Contents – Page 3 CONTENTS Sec. 1 General................................................................. 10 D 900 Marine growth ................................................................ 23 A. General..................................................................................10 E. External and Internal Pipe Condition ...................................23 A 100 Introduction.....................................................................10 E 100 External operational conditions ...................................... 23 A 200 Objectives .......................................................................10 E 200 Internal installation conditions ....................................... 23 A 300 Scope and Application ....................................................10 E 300 Internal operational conditions ....................................... 23 A 400 Other codes .....................................................................10 F. Documentation......................................................................24 B. Normative References ..........................................................10 F 100 General............................................................................ 24 B 100 Offshore Service Specifications......................................10 F 200 Conceptual and detail engineering.................................. 24 B 200 Offshore Standards .........................................................10
    [Show full text]