Azeri, Chirag & Gunashli Full Field Development Phase 3 Environmental & Socio-economic Impact Assessment
|
|
- Kory Rose
- 6 years ago
- Views:
Transcription
1 5.7 Export Pipelines Overview Phase 3 offshore facilities will use the existing Azeri Project marine export pipeline infrastructure to export its oil and gas to the onshore terminal at Sangachal. This existing pipeline infrastructure includes: A 30 diameter oil pipeline running from the Central Azeri field to shore installed as part of the Phase 1 project; A 28 diameter gas pipeline running from the Central Azeri field to shore installed as part of the Phase 1 project; and A 30 diameter oil pipeline running from the Central Azeri field to shore to be installed as part of the Phase 2 project. There is also a 24 oil line from the EOP Chirag-1 platform to shore but this facility will not be used as part of the Phase 3 development. To enable Phase 3 oil and gas to be exported, three (3) infield export pipelines will be installed between the Phase 3 PCWU platform and the above Azeri Project pipelines. These pipelines will be connected to the existing pipelines at connections (wye pieces) pre-installed on the Azeri Project pipelines. Details of the Phase 3 export pipelines are presented in Table Table 5.17 Phase 3 Infield Export Pipelines From To Service Outside Diameter (inches) Length (km) PCWU Subsea Wye at circa KP 22 on the Phase 2 30 pipeline Oil PCWU Subsea Wye at circa KP 22on the Phase 1 30 pipeline Oil PCWU Subsea Wye at circa KP 22 on the Phase 1 28 pipeline Gas Design The Phase 3 export pipeline materials and design will be consistent with that used for the Azeri Project. The pipelines will be constructed of carbon steel (SAW Pipe Grade X65) and will be designed to ensure that they are suitable for the environmental conditions in the development area including seawater properties and geo-hazards. All the pipelines will be fitted with non-return check valves near base of the PCWU platform. The pipelines shall have external corrosion protection that will consist of a three-layer polypropylene/polyethylene coating. Additional external corrosion protection will be provided through cathodic protection by means of conventional aluminium-zinc-indium sacrificial anodes attached to the pipelines at regular intervals. The pipelines will also be externally coated with concrete or steel to provide the weight required to ensure stability on the seabed as well as mechanical protection against impact Proposed Route and Crossings The Phase 3 export pipelines will run from the PCWU platform in a northerly direction towards the existing Azeri Project pipeline corridor where they will connect into pre-installed subsea pipeline wyes as illustrated in Figure ACG Phase 3 ESIA Chapter 5 5/59
2 Figure 5.26 Phase 3 Export Pipeline Connections to Azeri Project Pipelines TO SANGACHAL 28 GAS (Phase 2) (Phase 1) 28 GAS 24 OIL 28 GAS 2 * 16 GAS TO OIL ROCKS 24 OIL 18 GAS 22 GAS 18 WATER INJ 14 PROD WATER North Flank WI Manifold PCWU DUQ CHIRAG 1 WA-PDQ 6 GAS LIFT CA-CWP CA-PDQ EA-PDQ 2 * 14 Water Inj Lines P3 - DEEP WATER GUNASHLI South Flank WI Manifold 6 GAS 14 PROD WATER 16 WATER INJ 16 WATER INJ 22 GAS NOTES : = 2 ball valves, I.e. double block & bleed. Subsea Pipeline Check Valves not shown on this schematic, for clarity. Fibre Optic Cables, Power Cables and Umbilicals not shown on this schematic, for clarity. The pipeline routes have been selected to optimise line spacing and to minimise lay-barge anchor pattern interference and risk of damage to existing lines due to dropped objects. The pipelines will need to cross existing pipelines on route to the connection wyes of the main export pipelines. Crossing structures (e.g. concrete on steel support) will be placed along the flanks of the existing pipelines and underneath the Phase 3 pipelines so that sufficient spacing between the individual lines is provided. The separation will ensure no mechanical or cathodic protection interaction occurs between the lines. Further information can be found in the Phase 1 ESIA, Section Fabrication Carbon steel pipeline sections will be manufactured outside Azerbaijan: most likely in Japan or possible Europe. The pipe sections will be transported to the Caspian via the canal system or by road or rail. It is planned that the pipes receive the application of corrosion protection and concrete coating in Azerbaijan Installation The pipe-lay barge Israfil Guseinov will be used for the Phase 3 project. It was upgraded for the Azeri Project pipeline installation programme so that it could handle that project s 30" and 28 pipelines. The upgrade included works on the pipe roller, tensioners and accommodation facilities as well as a general equipment overhaul and upgrade. No further upgrade work is required for the Phase 3 Project export pipeline installation programme. Criteria for clearances of existing pipelines and safe methods of pipeline construction will be evaluated and defined prior to commencement of the Phase 3 pipeline installation programme. The installation methodology will be consistent with that applied for the Azeri Project. It is anticipated that the installation programme for the three export pipelines will be completed within a 50-day period. On the lay-barge, each pipe section will be welded to the preceding one and the weld joints will be visually inspected and integrity tested using NDT techniques. The weld area will then be field-coated for protection with anti-corrosion material. The pipeline will be progressively ACG Phase 3 ESIA Chapter 5 5/60
3 deployed from the stern of the lay-barge via the stinger, a support boom that extends out the stern of the barge. Deployment will be from the platform out towards the pre-installed wye pieces on the Azeri project pipelines, and will be aided by a tensioning system that maintains a constant deployment rate and thus reduces the risk of bending stresses being incurred. The pipe-laying operation is continuous with the barge moving progressively forward as sections of the pipe are welded, inspected, coated on board, and then deployed to the seabed. The barge is held in position by anchors.as pipe-laying proceeds, the anchors are periodically moved by two anchor handling tugs to pull the barge forward (with one more on standby). The distance of this varies but is typically every 500 m to 600 m of pipeline length. The lateral anchor spread of the pipe-lay barge is typically between 600 m to 700 m either side of the pipeline. Once in place, the line will be flooded with inhibited seawater in preparation for commissioning (Section 5.7.5) and then tied-in to the wyes and spools at the platform Support Vessels A number of vessels will support the pipeline installation activities. Pipe-haul vessels will transport pipe sections from the pipe storage yard to the installation site. Some of these vessels will also collect wastes including sewage sludge generated onboard the pipe-lay barge and will transport these to shore for treatment and disposal. The number of attendant vessels and anticipated persons on board (POB) these vessels during the installation programme are presented in Table Table 5.18 Pipe-Lay Support Vessels Vessel and Description Number POB Lay-barge: Anchor handling vessels: Pipe-haul barges and tugs: 3 14 Power generation onboard the pipeline lay-barge will be provided by five diesel generators rated at 1,150 kw each. The other support vessels will also have diesel generator for power supply. As for the Azeri project, vessels proposed for use in the installation programme will be equipped with a USCG certified (or equivalent as per PSA) sewage system. Water from showers, sinks and laundry (grey water) will be discharged directly overboard without treatment although it may be possible to divert it to the sewage treatment plant if required. The final sewage effluent will be treated to a BOD of 40 mg/l, suspended solids 40 mg/l and coliform 200 MPN per 100 ml prior to discharge. Sewage sludge from operational vessels will be transported to shore on board the pipe haul barges to a designated reception facility. There are three main vessel drainage routes, accompanied by manual/mechanical clean up where appropriate: Discharge to sea (clean water only); To the oily bilge water tank for treatment and discharge of the treated effluent to the sea and transport of the sludge onshore; and To the waste oil tank. Galley food waste will be treated in a macerator prior to discharge to meet specifications of the MARPOL 73/78 Annex IV Regulations for the Prevention of Pollution by Garbage from Ships which requires that the waste be broken down into particles of less than 25 mm diameter ACG Phase 3 ESIA Chapter 5 5/61
4 5.7.5 Commissioning Once installed on the seabed, the export pipelines will be gauged and hydrotested (integrity leak tests). The pipelines will be flooded with seawater dosed with biocide and oxygen scavenger, and pressure will be supplied to the pipeline from the platforms. On completion of hydrotesting the pipelines will be tied into the connector wyes and platform and subsequently dewatered. The dewatering process will be different for the oil and gas lines as follows: Oil pipelines: A pig will be launched from the platform with the oil. The pig will be driven into the Phase 1 and 2 pipelines where it will continue on to the terminal. At the terminal, the hydrotest water will be removed in the onshore oil separation and stabilisation process trains, and the recovered hydrotest water will be disposed of through the produced water disposal system. Gas pipeline: A pig will be launched from the platform. A glycol slug will be injected behind the pig and in front of the flowed export gas. The hydrotest water will be discharged to sea at the connector wye on the Azeri gas pipeline via a 4 valve. The gas will then be allowed to flow into the Phase 1 and 2 gas pipelines and onto the onshore terminal Operation and Maintenance Each of the Phase 3 oil pipelines will be pigged on a regular basis, predicted to be every 3 days. The pipelines will be designed to be capable of being pigged by the following types of pigs: Foam Pigs (installation phase); Batching pig; Scrapers; and Intelligent pigs. Pigging will be from offshore to onshore. Based on data from the EOP Chirag-1 24 oil pipeline that generates ~200 kg of wax and sand per pigging run, it is estimated that the 30 Phase 3 pipeline lines, including the section from the connector wye to the shore, will generate 1 tonne of wax and sand per pigging run. This equates to approximately 250 tonnes per year from both pipelines. Any wax and sand removed will be disposed in accordance with the AzBU Waste Management Strategy and ACG Project Waste Management Plan. Leak detection in the pipelines will be achieved by monitoring pipeline pressure and export volumes. The pipeline will also be intermittently surveyed using a ROV to check for unacceptable freespans under the pipeline and that no damage to the external coating has been sustained. Supply vessels and helicopters will travel the pipeline route on routine journeys as an additional leak detection measure Other Subsea Cables A new fibre optic cable will be installed from the Phase 3 DUQ to the Central Azeri PDQ Platform for connection to the WAN system installed by the Azeri Project. The Azeri Project will have pre-installed a cable end on the Central Azeri PDQ platform for this Phase 3 connection. Installation of the subsea communication cables on the seabed will likely be completed by the DSV Tofiq Ismailov supported by a ROV. However, other suitable vessels such as an anchor handling tug may be used; the choice of vessel will depend on the vessel schedules closer to installation time ACG Phase 3 ESIA Chapter 5 5/62
5 5.7.8 Subsea Pipeline Wastes, Emissions and Discharges In-country emissions, discharges and wastes generated during pipeline coating, installation, commissioning and operation will primarily result from power generation at the pipe coating yard and operation of the pipe-lay and support vessels, in addition to the discharge of hydrotest water ACG Phase 3 ESIA Chapter 5 5/63
6 This page is intentionally blank ACG Phase 3 ESIA Chapter 5 5/64
9.6 Interfield Pipeline Installation and Commissioning and Operation
9.6 Interfield Pipeline Installation and Commissioning and Operation As described in the Project Description (Chapter 5.7), Phase 3 will tie-in to the existing Azeri Project marine export pipeline infrastructure
More informationCompany Profile. Atlas Offshore Co. No.8, Negar Ave. Vali e Asr St., Tehran, Iran
Company Profile Atlas Offshore Co. No.8, Negar Ave. Vali e Asr St., Tehran, Iran +98 21 88774544 +98 21 88790572 Table of Contents About US........ 2 Our Capabilities.. 3 Work shop / Storage... 4 EPC Services
More informationURS- EIA- REP Date of Issue 19th November 2012
DocID: External DocID: URS-EIA-REP-201040 46369085_Doc020_REP_Rev03 Date of Issue 19th November 2012 This report has been prepared by URS Infrastructure & Environment UK Limited on behalf of South Stream
More informationNord Stream Extension Project >
Nord Stream Extension Project > Public Hearing on the Finnish Environmental Impact Assessment Programme Helsinki 16.4.2013, Turku 17.4.2013, Hanko 18.4.2013, Kotka 22.4.2013, Mariehamn 24.4.2013 1 Project
More informationOIL RECORD BOOK INSTRUCTIONS
OIL RECORD BOOK INSTRUCTIONS Oil Record Book, Part I - Machinery space operations (All Ships) The following pages of this section show a comprehensive list of items of machinery space operations which
More informationAbate on Site This involves adding something to the design to abate the impact eg pollution controls.
6 MITIGATION AND MANAGEMENT MEASURES 6.1 INTRODUCTION A key objective of the EIA is to develop and describe practical, commensurate and cost effective mitigation measures that avoid, reduce, control, remedy
More information10 Construction, Installation and HUC Environmental Impact Assessment, Mitigation and Monitoring
0 Construction, Installation and HUC Environmental Impact Assessment, Contents 0. Introduction... 4 0.2 Scoping Assessment... 4 0.3 Impacts to the Atmosphere... 3 0.3. Mitigation... 3 0.3.2 Construction
More informationINTECNA srl REFERENCES LIST AND APPROVALS HYDRO-TESTING PROCEDURES
INTECNA srl Via Stella del Sud, 4 20060 Mediglia (MI) I Tel +39 02 90601175 Fax +39 02 90601191 E mail intecna@libero.it HYDRO-TESTING PROCEDURES REFERENCES LIST AND APPROVALS Case History n 1 Year : 1996
More information9.5 Offshore Facilities Platform Drilling, Production, Facilities Operations and Maintenance
9.5 Offshore Facilities Platform Drilling, Production, Facilities Operations and Maintenance The main offshore activities for Phase 3 will be hydrocarbon extraction and partial processing. These are described
More informationIntegrity Management of Submarine Pipeline Systems. B.H.Leinum, Det Norske Veritas
Integrity Management of Submarine Pipeline Systems B.H.Leinum, Det Norske Veritas PSA Stavanger 9 December 2009 Presentation - Content Introduction to DNV RP-F116 on Integrity Management of Submarine Pipeline
More informationTHE REPUBLIC OF LIBERIA Bureau Of Maritime Affairs
THE REPUBLIC OF LIBERIA Bureau Of Maritime Affairs 8619 Westwood Center Dr Suite 300 Vienna, VA USA 22182 Telephone: (703) 790-3434 Fax: (703) 790-5655 December 13, 2006 MARINE OPERATIONS NOTE 9/2006 -
More informationDRAFT FOR CONSULTATION
DRAFT FOR CONSULTATION Exclusive Economic Zone and Continental Shelf (Environmental Effects Discharge and Dumping) Regulations 2014 Governor-General Order in Council At Wellington this day of 2014 Present:
More informationProducing a well. Folie 1
roducing a well There are many steps in the life of a well. So far we saw how the well location was determined, it was drilled, logged, cased and cemented. To bring this well to production it first needs
More information1) 2) 3) 4) 5) The oil and gas cycle. Life cycle of oil and gas (time) Potential requirement on ground
The oil and gas cycle Life cycle of oil and gas (time) 1) 2) 3) 4) 5) 6) Activity Desk study and get licens: Find areas with favorable geological conditions Seismic survey: Provide detailed information
More informationMarine Growth Management during Decommissioning
Marine Growth Management during Decommissioning Annual Environment Seminar Oil & Gas UK 28 November 2013 David Sell Ben Bryant Joe Ferris Content Characteristics of marine growth in situ offshore and as
More informationHDPE PIPELINE SOLUTIONS FOR MARINE SECTOR. From the VENICE Lagoon
Canova 01-2017 HDPE PIPELINE SOLUTIONS FOR MARINE SECTOR From the VENICE Lagoon Company Information KIASMA SRL Via M. Adamello 31/H 31059 Zero Branco (TV) ITALY Tel. 0039 0422 97620 Fax 0039 0422 487447
More informationINPEX Ichthys LNG Project
INPEX Ichthys LNG Project INPEX Ichthys LNG Project McDermott is delivering an engineering, procurement, construction and installation (EPCI) solution for one of the world s largest subsea gas field developments
More informationEcosse Subsea Systems. Cost Effective Pipeline Fabrication and Lay in Remote Locations. Australia Oil and Gas Exhibiton and Conference 2015
Ecosse Subsea Systems Cost Effective Pipeline Fabrication and Lay in Remote Locations Australia Oil and Gas Exhibiton and Conference 2015 Presentation Overview Typical Pipelay Operations ESS s alternative
More informationTidal stream demonstration project at Paimpol-Bréhat (France)
Centre d Ingénierie Hydraulique Tidal stream demonstration project at Paimpol-Bréhat (France) EDF Hydro Engineering Centre ICOE2014 Halifax, NS Canada (Nov 2014) Contents 1. Project architecture and layout
More informationNON-TECHNICAL SUMMARY
NON-TECHNICAL SUMMARY S1 INTRODUCTION This Environmental Statement (ES) Addendum presents the findings of the Environment Impact Assessment (EIA) conducted by TOTAL E&P UK Limited (TOTAL) for the development
More informationES 1 Introduction. ES 1.1 Project outline
ES 1 Introduction ES 1.1 Project outline The Shah Deniz Stage 1 Project is the first stage in the development of the Shah Deniz gas field. The Stage 1 project comprises an Upstream component consisting
More informationDevelopment of offshore fields
5.2 Development of offshore fields 5.2.1 Introduction Over the years different types of offshore structures have been designed for a multitude of purposes. There is no doubt, however, that the development
More informationAN INNOVATIVE APPROACH TO MANAGING THE INTEGRITY OF OIL AND GAS PIPELINES: PIPELINE INTEGRITY MANAGEMENT SYSTEM
Petroleum & Coal ISSN 1337-7027 Available online at www.vurup.sk/petroleum-coal Petroleum & Coal 54 (1) 1-8, 2012 AN INNOVATIVE APPROACH TO MANAGING THE INTEGRITY OF OIL AND GAS PIPELINES: PIPELINE INTEGRITY
More informationSolan Production Chemical Permit SAT Chemical Risk Assessment for Platform and SOST Installation, Commissioning and Operation
Solan Production Chemical Permit SAT for Platform and SOST Installation, Commissioning and Operation REV ISSUE DATE STATUS AMENDMENT DETAILS ORIGINATE D BY APPROVED B1 30/05/14 1 st Draft Submitted for
More informationAppendix A: Project Characteristics
Gorgon Fourth Train Expansion Proposal Appendix A: Project Characteristics Appendices Project Characteristics A Key Characteristics table has been prepared to describe the elements of the Foundation Project
More informationTVU CCS Pre FEED Study Outline Execution Strategy for delivery of SSI Anchor Project including CO 2 Transportation & Storage Infrastructure
TVU CCS Pre FEED Study Outline Execution Strategy for delivery of SSI Anchor Project including CO 2 Transportation & Storage Infrastructure Additional Information Regarding The Implementation Programme
More informationTomakomai CCS Demonstration Project
1 Tomakomai CCS Demonstration Project CSLF TECHNICAL GROUP MEETING October 4, 2016 Japan CCS Co., Ltd. (JCCS) 2 Overview of Tomakomai Demonstration Project Hokkaido Is. Tomakomai TOKYO Tomakomai CCS Demonstration
More informationBNSF RAILWAY COMPANY
BNSF RAILWAY COMPANY GUIDELINES FOR PREPARATION OF BRIDGE DEMOLITION & REMOVAL PLAN OVER THE BNSF RAILWAY OFFICE OF DIRECTOR BRIDGE ENGINEERING KANSAS CITY, KANSAS August 21, 2008 INDEX ITEM PAGE I. General
More informationWastewater Matters the ACO Marine newsletter providers of advanced wastewater solutions
Wastewater Matters the ACO Marine newsletter providers of advanced wastewater solutions Advanced Wastewater Solutions THE WASTEWATER PROBLEM ANNEX IV OF MARPOL /8 ENTERS INTO FORCE all new vessels, from
More informationMarine Protection Rules Part 100 Port Reception Facilities Oil, Noxious Liquid Substances and Garbage
Marine Protection Rules Part 100 Port Reception Facilities Oil, Noxious Liquid Substances and Garbage MNZ Consolidation Marine Protection Rules ISBN 978-0-947527-29-7 Published by Maritime New Zealand,
More informationRoute Survey and Intervention Works for the Nord Stream Pipeline. Dredging and the Environment Seminar, Tallinn, 15 Oct. 2008
Route Survey and Intervention Works for the Nord Stream Pipeline Dredging and the Environment Seminar, Tallinn, 15 Oct. 2008 Agenda 1. Nord Stream Project 2. Routing Optimisation and Route Survey 3. Types
More informationGuidance on disposal of cargo residues in line with MARPOL Annex V
Guidance on disposal of cargo residues in line with MARPOL Annex V Introduction As has been covered in our previous guidance, preparation of cargo holds for the carriage of their next intended cargo is
More informationTCO Future Growth Project - Wellhead Pressure Management Project Construction Contractors Forum
TCO Future Growth Project - Wellhead Pressure Management Project Construction Contractors Forum FGP-WPMP Major Construction Scope Overview Jorge Calvo 30 January 2017 Atyrau, Kazakhstan Tengizchevroil
More informationENVIRONMENTAL & SOCIAL IMPACT ASSESSMENT (ESIA) FOR PRINOS OFFSHORE DEVELOPMENT PROJECT ANNEX 09: WASTE MANAGEMENT PLAN (WMP)
: (WMP) Pioneer in integrated consulting services March 2016 PRINOS OFFSHORE DEVELOPMENT PROJECT Waste Management Plan THIS PAGE IS LEFT INTENTIONALLY BLANK Page ii Environmental Consultant: LDK Engineering
More informationSECTION 820 PUMP STATION DEMOLITION AND SITE RESTORATION
820-1 SCOPE OF WORK: SECTION 820 PUMP STATION DEMOLITION AND SITE RESTORATION a. Furnish all labor, materials, equipment, and incidentals required for demolition and/or removal and disposal of existing
More informationEnviro Voraxial Technology
1.0 Introduction Enviro Voraxial Technology 821 NW 57 th Place, Fort Lauderdale, FL 33309 Phone 954.958.9968 Fax: 954.958.8057 sales@evtn.com www.evtn.com Case Study Voraxial 4000 Separator On Offshore
More informationLONE STAR PIPE TRACKING SYSTEM
LONE STAR PIPE TRACKING SYSTEM PIPE TRACKING SYSTEM PRESENTATION ONSHORE/OFFSHORE PIPE TRACKING TECHNOLOGY/Material Management System LONE STAR PIPE TRACKING SYSTEM REAL TIME WEB BASED TRACKING SYSTEM
More informationGeneral Discussion of Corrosion Monitoring Considerations in Pipeline Design
Rohrback Cosasco Systems, Inc. 11841 East Smith Avenue Santa Fe Springs, CA 90670 Tel: +1 (562) 949-0123 Fax: +1 (562) 949-3065 www.rohrbackcosasco.com General Discussion of Corrosion Monitoring Considerations
More informationINSULATED JOINTS. Monolithic Joints for Electrically Isolating Pipelines
INSULATED JOINTS Monolithic Joints for Electrically Isolating Pipelines INSULATED JOINTS TUBE TURNS INSULATED JOINTS are a pre-fabricated, non-separable, union used to isolate specific sections of pipelines
More informationHOLDING TANK PLANNING & INSTALLATION GUIDELINES
HOLDING TANK PLANNING & INSTALLATION GUIDELINES Under no circumstances is sewage from a holding tank to be discharged onto the surface of the ground or into groundwater or surface waters. TABLE OF CONTENTS
More informationRESOLUTION MEPC.227(64) Adopted on 5 October GUIDELINES ON IMPLEMENTATION OF EFFLUENT STANDARDS AND PERFORMANCE TESTS FOR SEWAGE TREATMENT
ANNEX 22 MEPC 64/23/Add.1 Annex 22, page 1 THE MARINE ENVIRONMENT PROTECTION COMMITTEE, RECALLING Article 38(a) of the Convention on the International Maritime Organization concerning the functions of
More informationEnergy East Pipeline. Project Overview. Kevin Maloney Manager, New Build Pipeline AB, NB, JV Irving and Cromer September, 2014
Energy East Pipeline Project Overview Kevin Maloney Manager, New Build Pipeline AB, NB, JV Irving and Cromer September, 2014 TransCanada: Leading North American Energy Infrastructure Company ENERGY EAST
More informationAdmiralty Inlet Pilot Tidal Project FERC No Appendix D. Water Quality Monitoring Plan
Appendix D Water Quality Monitoring Plan ADMIRALTY INLET PILOT TIDAL PROJECT FERC PROJECT NO. 12690 WATER QUALITY MONITORING PLAN (submitted with the Final Application for a New Pilot Project License)
More informationTECHNICAL SPECIAL PROVISION FOR CONCRETE REPAIRS. Financial Project ID , &
TECHNICAL SPECIAL PROVISION FOR CONCRETE REPAIRS Financial Project ID 429140-1-52-01, 429140-2-52-01 & 428267-1-52-01 The official record of this Technical Special Provision is the electronic file signed
More informationESIA Albania Section 4 Project Description
ESIA Albania Section 4 Project Description Page 2 of 108 TABLE OF CONTENTS 4 PROJECT DESCRIPTION 7 4.1 TAP Project Overview 7 4.1.1 Purpose of the Project Description 7 4.1.2 TAP Project Scope and Location
More informationAker Riser Systems AS FIXED BASE HYBRID RISER IN ALUMINIUM A SUMMARY DESCRIPTION
FIXED BASE HYBRID RISER IN ALUMINIUM A SUMMARY DESCRIPTION Preface Current concepts for hybrid risers have been based on using foam buoyancy. The concept developed by Aker Riser Systems AS is based on
More informationRESOLUTION MEPC.284.(70) (Adopted on 28 October 2016) AMENDMENTS TO THE 2012 GUIDELINES ON IMPLEMENTATION OF EFFLUENT STANDARDS AND PERFORMANCE TESTS
ANNEX 20 MEPC 70/18/Add.1 Annex 20, page 1 THE MARINE ENVIRONMENT PROTECTION COMMITTEE, RECALLING Article 38(a) of the Convention on the International Maritime Organization concerning the functions of
More informationPlatform Construction and Installation
Platform Construction and Installation Platform Construction and Installation UK Construction Yards. Worldwide Construction. Construction Quality and Safety. Construction Risks. Offshore Installation.
More informationLifting Appliances of Ships and Offshore Installations
CCS Rule Change Notice For: Lifting Appliances of Ships and Offshore Installations Version: May, 2016. RCN No.1 Effective date: 19 May, 2016 Beijing CONTENTS Chapter 3 CRANES, LIFTS, RAMPS AND SELF-LOADING
More informationAppendix 4. Standard format for the Procedures and Arrangements Manual. Annex II
Appendix 4 : Regulations for the Control of Pollution by NLS Standard format for the Procedures and Arrangements Manual Note 1: The format consists of a standardized introduction and index of the leading
More informationProviding clear solutions with innovative design
Alderley Alderley Shaping the future of produced water treatment solutions Produced Water Treatment Solutions Providing clear solutions with innovative design Produced Water Treatment Solutions Solutions
More informationChapter 12 Hazard Analysis and Risk Assessment (Unplanned Events)
Chapter 12 Hazard Analysis and Risk Assessment (Unplanned Events) TABLE OF CONTENTS 12 HAZARD ANALYSIS AND RISK ASSESSMENT... 12-1 12.1 Introduction... 12-1 12.2 Pipeline Design and Risk... 12-1 12.2.1
More informationKurnell Refinery Conversion Project
Kurnell Refinery Conversion Project Contamination Management Plan CALTEX REFINERIES (NSW) PTY LTD January 2014 Page 1 1 INTRODUCTION Caltex propose to convert the petroleum refinery in Kurnell (the Site
More informationEC TYPE EXAMINATION (MODULE B) CERTIFICATE
LR427.203.2 EC TYPE EXAMINATION (MODULE B) CERTIFICATE This is to certify that: LLOYD'S REGISTER VERIFICATION LIMITED (LRV), specified as a notified body under the terms of The Merchant Shipping (Marine
More informationA Comparison between. commercial Pipeline Fluid-dynamic Codes. OLGA vs. LEDAFLOW
A Comparison between commercial Pipeline Fluid-dynamic Codes OLGA vs. LEDAFLOW Presentation Content Scope Analyzed Pipeline System and Basic Data Steady State Simulation Results and Summary Transient Simulation
More informationSEPTIC TANK CONSTRUCTION GUIDELINES
SEPTIC TANK CONSTRUCTION GUIDELINES Septic tank for this airport will be designed/ built by the general contractor of the building facilities. At the time of the project design, availability of a septic
More informationFlorida Department of Environmental Protection Bob Martinez Center 2600 Blair Stone Road Tallahassee, Florida
Florida Department of Environmental Protection Bob Martinez Center 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Division of Waste Management - Storage Tank Facility Registration Form Registration
More information11. Construction processes and materials Power House Maintenance Building Fuel Treatment Building...
Contents 11. Construction processes and materials... 11-2 11.1 Power House... 11-2 11.2 Maintenance Building... 11-2 11.3 Fuel Treatment Building... 11-3 11.4 Roads & Paths... 11-3 11.5 Fencing... 11-3
More informationAB-1020 EP Dust Free Vacuum Blast Machine
AB-1020 EP Dust Free Vacuum Blast Machine This compact electric-pneumatic driven injection vacuum blasting machine with an average blasting pattern of 16 mm width, is excellent to apply for blast cleaning
More informationInland Technologies Inc
Inc Evaluation of the Mono-ethylene Glycol [MEG] Concentrator to Recycle MEG used in Hydrate Prevention March 2007 Document Nr 0035_INL-OPT-REP-001 Client : Inland Technologies Inc Project : Evaluation
More informationPipe Jacking/Microtunnelling. Dr. Mark Knight. Centre for Advancement of Trenchless Technologies (CATT) University of Waterloo.
Pipe Jacking/Microtunnelling Dr. Mark Knight Centre for Advancement of Trenchless Technologies (CATT) University of Waterloo 1 New Installations New Installations Non-Steering Methods Steering Methods
More informationMETAL PRODUCTS PIPELINE ENGINEERING. Engineered Products for the Pipeline Pigging and Flow Assurance Industry
METAL PRODUCTS 1 2 3 PIPELINE ENGINEERING Engineered Products for the Pipeline Pigging and Flow Assurance Industry Engineered Products for the Pipeline Pigging and Flow Assurance Industry Pipeline Engineering
More informationBackground story: Coating and Logistics. Nord Stream 2 AG Jul-17
Nord Stream 2 AG Jul-17 Table of Contents Introduction... 3 1. What is concrete weight coating, and why is it necessary?... 4 How it works... 4 Why it s necessary... 6 2. Nord Stream 2 partners with Wasco...
More informationMitigating Environmental Impacts in the Offshore Oil and Gas Industry
Mitigating Environmental Impacts in the Offshore Oil and Gas Industry Paul Barnes, Manager - Atlantic Canada & Arctic NOTES 2015 St. John s, NL April 27, 2015 Overview Who is CAPP? Oil and Gas Lifecycle
More informationCommonwealth of Dominica. Office of the Maritime Administrator
Marine Safety Circular CD-MSC 08-03 Rev01 Commonwealth of Dominica Office of the Maritime Administrator TO: SUBJECT: PURPOSE: ALL SHIPOWNERS, OPERATORS, MASTERS AND OFFICERS OF MERCHANT SHIPS, AND RECOGNIZED
More informationContinuous Corrosion and Erosion Monitoring in Geothermal Power Facilities
Proceedings World Geothermal Congress 2015 Melbourne, Australia, 19-25 April 2015 Continuous Corrosion and Erosion Monitoring in Geothermal Power Facilities Tom Fuggle Permasense Limited, Century House,
More informationTHE TRANSFER OF LNG IN OFFSHORE CONDITIONS. SAME SONG NEW SOUND
THE TRANSFER OF LNG IN OFFSHORE CONDITIONS. SAME SONG NEW SOUND Leendert Poldervaart Business Development Manager James Ellis Business Development Manager Single Buoy Moorings Gas Business Development
More informationReverse Osmosis Desalinators
Reverse Osmosis Desalinators H2O Series Framed and Modular Technical Specification Cathelco Seafresh, Marine House,Dunston Rd, Chesterfield, Derbyshire, England, S41 8NY Tel: +44 (0)1246 45790 Fax: +44
More informationSPECIFICATION FOR SPHERICAL VESSELS (PROJECT STANDARDS AND SPECIFICATIONS)
Page : 1 of 1 April 01 #03-1 Block Aronia, TABLE OF CONTENTS 1. GENERAL 1.1 Scope. DESIGN.1 Shell Design. Support Column Design.3 Opening Reinforcement. Nozzles and Manholes.5 Internals and Externals.
More informationPulsed Eddy Current Testing (PECT) Inspection Technique
Introduction Pulsed Eddy Current Testing (PECT) is an inspection technique used for corrosion under insulation (CUI) screening on carbon steel structures as pipes, vessels, tanks and spherical tank legs
More information195LiquidsCatalog.
195LiquidsCatalog www.energyu.org www.midwestenergy.org 195 Abnormal Operating Conditions... 3 195-0060 General Abnormal Operating Conditions (CT60)... 3 195-0000 Documentation & Reporting... 3 195-0403
More informationSeptember 1, 2003 CONCRETE MANUAL SPECIAL TYPES OF CONCRETE
September 1, 2003 CONCRETE MANUAL 5-694.800 5-694.810 GENERAL SPECIAL TYPES OF CONCRETE 5-694.800 In the general use of the word concrete, the idea implied is the conventional placement of the material
More informationMinisterial Decision No: 159/2005 Promulgating the bylaws to discharge liquid waste in the marine environment
Sultanate of Oman Ministry of Regional Municipalities, Environment & Water Resources Minister s Office Muscat Ministerial Decision No: 159/2005 Promulgating the bylaws to discharge liquid waste in the
More informationCP DESIGN OF A SUPER 13% CR FLOWLINE. Are Sjaastad and Harald Osvoll FORCE Technology Norway AS Hornebergveien Trondheim Norway
CP DESIGN OF A SUPER 13% CR FLOWLINE Are Sjaastad and Harald Osvoll FORCE Technology Norway AS Hornebergveien 7 7038 Trondheim Norway Olav Jan Hauge and Rolf E. Lye Norsk Hydro ASA Norway Guy Bärs Technip
More informationGV 001 Equipment Bases and Enclosures General Information
Eq u ip me n tba s e s a n d En c lo s u re s Ge n e ra lin fo rma tio n E n g in e e r :R.An th o n GV0 0 1 Ap p r o v e r :Jo s h u a Jo n e s Ap r 1 7 2 0 Ap r1 7 GV 001 Equipment Bases and Enclosures
More informationMethods of Corrosion Control. Corrosion Control or Corrosion Management?
Corrosion Control or Corrosion Management? Corrosion control is a process aimed at reducing the corrosion rate to a tolerable level (or predictable limits) Corrosion control focuses mainly on (i) materials
More informationNTEGRITY & NSPECTION
NTEGRITY & NSPECTION THE EXPERT PROVIDER OF ASSET INTEGRITY AND INSPECTION SERVICES TO THE GLOBAL OIL & GAS ENERGY INDUSTRIES. ASSET INTEGRITY PARTNER ASSET INTEGRITY PARTNER Integrity & INSPECTION Services
More informationNORSOK STANDARD COMMON REQUIREMENTS CATHODIC PROTECTION M-503. Rev. 2, September 1997
NORSOK STANDARD COMMON REQUIREMENTS CATHODIC PROTECTION M-503 Rev. 2, September 1997 Please note that whilst every effort has been made to ensure the accuracy of the NORSOK standards neither OLF nor TBL
More informationEnvironmental Authorization Application to the EPA for Offshore 2D Seismic, Multibeam and Coring Acquisition Survey
TGS GEOPHYSICAL COMPANY (UK), LTD. PROJECT SUMMARY for Environmental Authorization Application to the EPA for Offshore 2D Seismic, Multibeam and Coring Acquisition Survey Project Title TGS Guyana Offshore
More informationDevelopment and Application of Corrosion Control
Development and Application of Corrosion Control The Marine Environment World trade has always relied upon the sea We have a long history of maritime activity Large coastlines have proved good for trade,
More informationFUGRO GROUP LNG FIELD DEVELOPMENT AND FACILITIES. TACKLING your complex challenges. UNDERSTANDING your operational objectives
LNG FIELD DEVELOPMENT AND FACILITIES FUGRO GROUP UNDERSTANDING your operational objectives TACKLING your complex challenges DELIVERING your global success stories LNG FIELD DEVELOPMENT AND FACILITIES Developing
More information2 Project Description for the Kitimat Terminal
2 Project Description for the Kitimat Terminal Details and specifications of the Project are based on the preliminary engineering design. For the environmental assessment, a number of assumptions on project
More informationNatural Gas STAR Methane Challenge Program: Supplementary Technical Information for ONE Future Commitment Option
Natural Gas STAR Methane Challenge Program: Supplementary Technical Information for ONE Future Commitment Option 1 Contents Introduction... 4 Methane Challenge Program Reporting... 4 Emission Sources...
More informationCLEANSHIP. Move Forward with Confidence
CLEANSHIP Move Forward with Confidence Why choose Bureau Veritas for CLEANSHIP Courtesy of Compagnie du Ponant Bureau Veritas Mission & Policy Since 1828, BV s mission has been to safeguard both wider
More informationIntegrity management and operational experiences of flexible risers
Integrity management and operational experiences of flexible risers Stavanger - November 26 th 2013 Flexible risers Management of Integrity, learning, sharing of experiences and continuous improvement
More informationiktva Program Framework & Business Opportunities Saudi Aramco: Public
iktva Program Framework & Business Opportunities Agenda iktva Program Framework Business Opportunities 1 2 3 1 2 iktva Baseline 5 Year iktva Action Plan iktva integration in Procurement Historical and
More information1. Cast-in-place concrete is specified in Section
SECTION 03 38 00 PART 1 - GENERAL 1.01 DESCRIPTION A. This Section describes the requirements for furnishing and installing post-tensioned slabs, jacks, jacking and anchors at Parking Structure, and record
More informationINDUSTRIAL PIPE FITTINGS, LLC
Page 1 of 9 SPIROLITE MUNICIPAL AND INDUSTRIAL ODOR CONTROL PIPING Municipal wastewater treatment plants, industrial processes and composting facilities can be assured of trouble free transport of foul
More informationCHEMICAL INJECTION METHODS Pros & Cons
CHEMICAL INJECTION METHODS Pros & Cons 1 Chemical injection is an integral component of any pipeline integrity program. The petroleum, chemical, and water treatment industries require chemical treatments
More informationINSTITUTE OF INTEGRATED ELECTRICAL ENGINEERS OF THE PHILIPPINES, INC. (IIEE-ERCSA) First IIEE Accredited Foreign Chapter (Charter
INSTITUTE OF INTEGRATED ELECTRICAL ENGINEERS OF THE PHILIPPINES, INC. () www.iiee-ercsa.org First IIEE Accredited Foreign Chapter (Charter No. 62) Most Outstanding Chapter Overseas for the year 1998, 1999,
More informationCapillary Injection Tubing Anchor Technologies
Capillary Injection Tubing Anchor Technologies Patent Pending Randy Matthews- Weatherford Shad Frazier- SandRidge Energy ABSTRACT There are many oil and gas fields across the United States which have been
More informationITT# 5P /A Page 1 of 6 Bison Paddock Fence Removal & Replacement. Statement of Work
ITT# 5P420-11-5047/A Page 1 of 6 1. Purpose: Statement of Work To install approximately 1.88 kilometers of new bison paddock fence in Waterton Lakes National Park, including the removal and proper environmental
More informationMarine Galvanic Corrosion Made Easy. Brought to you by Marine Protection Systems Pty Ltd
Marine Galvanic Corrosion Made Easy. Brought to you by Marine Protection Systems Pty Ltd Introduction Made possible by the generous invitation and support of Sandringham Yacht Club Presented and Supported
More informationContact Clark Public Utilities Construction Services department at (360) to initiate a request for service.
CHAPTER3 Clark Public Utilities Commercial Electric Service Handbook Commercial Underground Services Preparing for the installation The following checklist will assist in preparing a project for the installation
More information***************************************************************************************************************
02720 STORM DRAINAGE SYSTEM *************************************************************************************************************** SPECIFIER: CSI MasterFormat 2004 number 33 40 00. ***************************************************************************************************************
More informationThe Future of the Ocean Economy - Offshore Wind
The Future of the Ocean Economy - Offshore Wind Workshop on Shipping and the Offshore Industry Monday 24 th November, 2014 OECD, Paris Key data sources EWEA Background Projections Technology Finance IEA
More informationTriton XL 40/41 ROV Systems Contact for price
Triton XL s 41 & 41 Triton XL 40/41 ROV Systems Contact for price Originally manufactured by Perry Slingsby. Refurbished to a very high standard, Triton XL 40 & 41 heavy work class ROV systems are now
More informationGRAY WATER SYSTEMS (Reference California Plumbing Code Chapter 16 and 16A) Revised: 6/11/14
Planning and Building Department 525 San Anselmo Avenue Building Division San Anselmo, CA 94960 Phone: (415) 258-4616 Fax: (415) 454-4683 GRAY WATER SYSTEMS (Reference California Plumbing Code Chapter
More informationTYPES OF SEWAGE PUMPS. Solids Handling Pumps: Grinder Pumps: Effluent Pumps:
Effluent Pumps: Effluent pumps are the pumps most often used in small on-site systems. They are designed to pump effluent, the effluent flowing out of a septic tank. This effluent is relatively clear liquid
More informationPIPELINE ENGINEERING Engineered Solutions for the Pipeline Pigging and Flow Assurance Industry
FLOW ASSURANCE MANAGEMENT 1 4 2 3 5 PIPELINE ENGINEERING Engineered Solutions for the Pipeline Pigging and Flow Assurance Industry FLOW ASSURANCE MANAGEMENT Project Management and Engineering Consultancy
More information