How Do Oil, Gas, and Water Interact Near a Subsea Blowout?

Total Page:16

File Type:pdf, Size:1020Kb

How Do Oil, Gas, and Water Interact Near a Subsea Blowout? University of South Florida Scholar Commons C-IMAGE Publications C-IMAGE Collection 8-2016 How Do Oil, Gas, and Water Interact Near a Subsea Blowout? Scott A. Socolofsky Texas A&M University E. Eric Adams Massachusetts Institute of Technology Claire B. Paris-Limouzy University of Miami Di Yang University of Houston Follow this and additional works at: https://scholarcommons.usf.edu/cimage_pubs Part of the Marine Biology Commons Scholar Commons Citation Socolofsky, Scott A.; Adams, E. Eric; Paris-Limouzy, Claire B.; and Yang, Di, "How Do Oil, Gas, and Water Interact Near a Subsea Blowout?" (2016). C-IMAGE Publications. 67. https://scholarcommons.usf.edu/cimage_pubs/67 This Article is brought to you for free and open access by the C-IMAGE Collection at Scholar Commons. It has been accepted for inclusion in C-IMAGE Publications by an authorized administrator of Scholar Commons. For more information, please contact [email protected]. OceTHE OFFICIALa MAGAZINEn ogOF THE OCEANOGRAPHYra SOCIETYphy CITATION Socolofsky, S.A., E.E. Adams, C.B. Paris, and D. Yang. 2016. How do oil, gas, and water interact near a subsea blowout? Oceanography 29(3):64–75, http://dx.doi.org/10.5670/ oceanog.2016.63. DOI http://dx.doi.org/10.5670/oceanog.2016.63 COPYRIGHT This article has been published in Oceanography, Volume 29, Number 3, a quarterly journal of The Oceanography Society. Copyright 2016 by The Oceanography Society. All rights reserved. USAGE Permission is granted to copy this article for use in teaching and research. Republication, systematic reproduction, or collective redistribution of any portion of this article by photocopy machine, reposting, or other means is permitted only with the approval of The Oceanography Society. Send all correspondence to: [email protected] or The Oceanography Society, PO Box 1931, Rockville, MD 20849-1931, USA. DOWNLOADED FROM HTTP://TOS.ORG/OCEANOGRAPHY GoMRI: DEEPWATER HORIZON OIL SPILL AND ECOSYSTEM SCIENCE How Do Oil, Gas, and Water Interact Near a Subsea Blowout? By Scott A. Socolofsky, E. Eric Adams, Claire B. Paris, and Di Yang 64 Oceanography | Vol.29, No.3 At low flow rates into seawater, oil jets are laminar and break up into droplets having nearly uniform diameters… However, for higher flow rates, the“ jet is turbulent, and the oil becomes atomized into a spectrum of smaller droplets whose diameters decrease with increasing flow rate. ABSTRACT. Oil and gas from a subsea blowout shatter into droplets and bubbles that was near complete dissolution of methane,” rise through the water column, entraining ambient seawater and forming a plume. Local significant dissolution of small hydrocar- density stratification and currents eventually arrest this rising plume, and the entrained bon molecules (Ryerson et al., 2011), and water, enriched with dissolved hydrocarbons and some of the smaller oil droplets, near complete oxidation of methane in forms one or more subsurface intrusion layers. Beyond the plume and intrusion the water column (Du and Kessler, 2012). layer(s), droplets and bubbles advect and diffuse by local currents and dissolve and These measurements highlight the impor- biodegrade as they rise to the surface, where they are transported by wind and waves. tance of subsurface processes to hydro- These processes occur over a wide range of length scales that preclude simulation by carbon fate, yet there remain significant any single model, but separate models of varying complexity are available to handle uncertainties in the processes responsible the different processes. Here, we summarize existing models and point out areas of for these effects. ongoing and future research. To bridge this gap, studies of trans- port processes in the nearfield (where INTRODUCTION small-scale processes that transport oil vertical plume rise is significant) and far- The Deepwater Horizon (DWH) acci- and gas near a subsea blowout. field (where bubbles and droplets advect dent demonstrated in dramatic fashion Most observations made during DWH independently) are underway by sev- the wide range of processes that affect oil were beyond the 5 km response zone— eral groups, many funded by the Gulf of droplets and gas bubbles released from hence, beyond the region of major droplet/ Mexico Research Initiative (GoMRI). To a subsea blowout. These processes begin bubble dynamics—and primary observa- communicate research quickly among with breakup of the blowout jet into small tions were of the spill’s dissolved signature this network of colleagues, the Nearfield droplets and bubbles, followed by their within the water column (e.g., Valentine, Modeling Listserv was created (near- vertical transport as a buoyant plume, et al., 2010; Kessler, et al., 2011; Du and [email protected], mod- horizontal transport within intrusion lay- Kessler, 2012). As in all spills, droplet size erated by author Socolofsky), and the ers caused by local density stratification, distribution is critical to predict the oil’s user group has hosted three work- advection and diffusion by local currents, fate and transport. For DWH, significant shops. This group identified five areas for and additional mixing near the surface quantities of chemical dispersants were study: (1) bubble and droplet generation, due to wind and waves. Simultaneously, applied subsurface, directly at the spill (2) plume modeling, (3) intrusion forma- dissolution and biodegradation alter the source, to promote formation of smaller tion and coupling to circulation models, oil and gas mixtures. How these pro- oil droplets (Brandvik et al., 2013). (4) particle tracking models, and (5) bub- cesses occur, their rates, and what man- However, no measurements of bubble ble and droplet fate modeling (an inte- agement strategies may affect them are or droplet size distributions were made grative topic present in each of the pre- important questions as we look to under- in situ at the source. The few measure- vious four areas). Here, we discuss the stand the impact of DWH on the Gulf ments made inside the response zone con- first four topics and touch on dissolution of Mexico and to seek mitigation strate- firmed the strong plume behavior of the (topic five), showing how oil and gas mix gies for potential future oil spills. Here, oil and gas jet (Camilli et al., 2011), deter- and are dispersed from a subsea blowout. we discuss our present understanding mined the emission composition (Reddy, For farfield transformation, see Tarr et al. of, and the ongoing research addressing, et al., 2011), and demonstrated that there (2016, in this issue). Oceanography | September 2016 65 MODELING DEEPWATER atomized into a spectrum of smaller observed median droplet diameters d50, BLOWOUTS droplets whose diameters decrease with measured in laboratory experiments with Droplet Generation increasing flow rate (Figure 1). The tran- oil jetted into seawater (e.g., Brandvik The sizes of bubbles and droplets gener- sition from laminar to turbulent jet et al., 2013), to the Weber number using ated in a subsea blowout affect hydrocar- breakup depends on a Weber number the orifice diameter and velocity as bon transport and fate in several ways. (Tang and Masutani, 2003), length and velocity scales in Equation 1. First, oil and gas are buoyant, causing the ρU2 D The simplest equation in this empirical We =–0 , (1) hydrocarbons to rise toward the surface as σ approach is a plume (see section on Nearfield Plume where ρ = oil density, U = exit velocity, d 0 –50 = AWe –3/5 (2) Dynamics, below). Second, depending D = orifice diameter, and σ = interfacial D , on their sizes, the droplets and bubbles tension. At the time of DWH, no consen- where A is a fitting coefficient. Following may separate from the entrained sea water, sus models were available to predict actual Wang and Calabrese (1986), Johansen resulting in different pathways to the droplet sizes in the atomization regime. et al. (2013) modified Equation 2 to surface (see section on Intrusion Layer Under these energetic conditions, tur- account for viscosity (which resists drop- Formation and Farfield Tracking Models, bulent pressure fluctuations cause oil to let breakup when interfacial tension is below). And third, droplets and bubbles break up into increasingly smaller drop- reduced due to the use of dispersants). provide the surfaces across which hydro- lets until they reach a critical size at which They also accounted for the presence of carbon constituents are dissolved into sea- breakup is resisted by interfacial tension gas mixed with the oil. For a given oil flow water and ultimately degraded. Chemical (Brandvik et al., 2013). Coalescence due rate and orifice, the gas increases the exit dispersants, designed to reduce interfacial to droplet collision may also play a role. velocity of oil; it also increases the down- tension and, thus, droplet size, override For decades, chemical engineers have stream buoyancy of the jet relative to a this process. The effectiveness of disper- studied such processes under equilib- pure oil jet. Johansen et al. (2013) thus sants depends on how much smaller they rium conditions, and developed correla- predict median droplet size as a function can make the droplets, and how much dif- tions of characteristic droplet size with of a modified Weber number, ferently smaller droplets are transported a Weber number, choosing values for U0 –3/5 d50 We compared with larger, undispersed drop- and D appropriate for a stirred reactor – = A –– , (3) D 1 + BVi (d /D) lets. While both droplets and bubbles are (Hinze, 1955). However, except for a short [ 50 ] important, we focus here on oil droplets. distance of several orifice diameters from where We is now based on Uc = a corrected At low flow rates into seawater, oil jets the source, oil emanating from a blowout exit velocity to account for gas and buoy- are laminar and break up into droplets is not in equilibrium, but instead exhibits ancy, Vi = µUc /σ, µ = dynamic viscosity of having nearly uniform diameters, com- rapidly decreasing turbulence and droplet oil, and A and B are empirical coefficients.
Recommended publications
  • Naval Architects and Offshore Engineering Consultants
    Geanti Marine Naval Architects and Offshore Engineering Consultants GEANTI have just completed the world’s first RBA (Risk Based Approach) Life Extensions of entire oil rigs based on our world-leading methodology obtained through our Research and Development, which is approved and in accordance with Classification Societies’ Rules and Regulations We Make I d e a s F l o a t www.geantimarine.com © Copyright 2016 of Geanti Marine Limited TRADEMARK: UK00003219595 1 Our Driving Values We aim to always achieve our mission by adhering to our six core driving values: Inspiration Collaboration We are a group of inspired Marine Consultants that personally We focus on integrating with our clients, as if we were support Asset Managers to achieve their duties. part of your company and achieve your goals as if they were our own. Innovation We innovate using the latest methods to bring success to our Responsiveness clients' projects. We look at problems from different angles and We respond to the needs of our clients whilst being perspectives. respectful to deadlines and the pressures of working in a global industry. Geanti is available to provide 24 hour Flexibility support and guidance to your business. Relocatable to project site team of Naval Architects, Marine Engineers and other Consultants that are always ready to re- Progress spond in a timely manner. Geanti is on the forefront of offshore technology prac- tices and engineering standards. Project and Consultancy Services Geanti offers you services with a full range of marine capabilities for all stages of a project’s lifecycle from conceptual design to decommissioning covering desktop/feasibility studies, anal- yses, appraisals, optimisations, life time extensions, mooring, testing and verification services, risk management and safety.
    [Show full text]
  • Technipfmc 2021.3.31-8K ER Exhibit
    Press Release TechnipFMC Announces First Quarter 2021 Results • Strong financial performance in both Subsea and Surface Technologies • Cash flow from continuing operations $182 million, free cash flow $137 million • Subsea inbound orders more than doubled sequentially to $1.5 billion • New partnerships leverage subsea expertise for integrated wind, wave energy LONDON, PARIS, HOUSTON, April 27, 2021 - TechnipFMC plc (NYSE: FTI) (Paris: FTI) today reported first quarter 2021 results. Summary Financial Results from Continuing Operations Reconciliation of U.S. GAAP to non-GAAP financial measures are provided in financial schedules. Three Months Ended March 31, March 31, (In millions, except per share amounts) 2021 2020 Change Revenue $1,632.0 $1,582.6 3.1% Income (loss) $430.3 $(3,234.8) n/m Diluted earnings (loss) per share $0.95 $(7.23) n/m Adjusted EBITDA $165.2 $79.7 107.3% Adjusted EBITDA margin 10.1% 5.0% 510 bps Adjusted income (loss) $(14.5) $(60.0) n/m Adjusted diluted earnings (loss) per share $(0.03) $(0.13) n/m Inbound orders $1,722.1 $1,538.4 11.9% Backlog $7,221.4 $8,195.5 (11.9%) Total Company revenue in the first quarter was $1,632 million. Income from continuing operations attributable to TechnipFMC plc was $430.3 million, or $0.95 per diluted share. These results included income from the Company’s equity investment in Technip Energies of $470.1 million primarily related to a favorable change in fair market value. After-tax charges and credits totaled $444.8 million of credit, or $0.99 per diluted share.
    [Show full text]
  • Guide for Building and Classing Subsea Pipeline Systems
    Guide for Building and Classing Subsea Pipeline Systems GUIDE FOR BUILDING AND CLASSING SUBSEA PIPELINE SYSTEMS MAY 2006 (Updated March 2018 – see next page) American Bureau of Shipping Incorporated by Act of Legislature of the State of New York 1862 2006 American Bureau of Shipping. All rights reserved. ABS Plaza 16855 Northchase Drive Houston, TX 77060 USA Updates March 2018 consolidation includes: February 2014 version plus Corrigenda/Editorials February 2014 consolidation includes: March 2008 version plus Corrigenda/Editorials March 2008 consolidation includes: November 2007 version plus Notice No. 2, Corrigenda/Editorials November 2007 consolidation includes: May 2007 version plus Notice No. 1 Foreword Foreword Foreword This Guide applies to classification of design, construction and installation of offshore pipelines made of metallic materials, as well as the periodic surveys required for maintenance of classification. Serviceability of pipelines is also addressed, but only to the extent that proper functioning of the pipe and its components affects safety. This Guide may also be used for certification or verification of design, construction and installation of pipelines. ABS will certify or verify design, construction and installation of offshore pipelines when requested by the Owner or mandated by government regulations to verify compliance with this Guide, a set of specific requirements, national standards or other applicable industry standards. If ABS certification or verification is in accordance with this Guide and covers design, construction and installation, then the pipeline is also eligible for ABS classification. This Guide has been written for worldwide application, and as such, the satisfaction of individual requirements may require comprehensive data, analyses and plans to demonstrate adequacy.
    [Show full text]
  • Recent Advances in Offshore Geotechnics for Deep Water Oil and Gas Developments
    Ocean Engineering 38 (2011) 818–834 Contents lists available at ScienceDirect Ocean Engineering journal homepage: www.elsevier.com/locate/oceaneng Recent advances in offshore geotechnics for deep water oil and gas developments Mark F. Randolph n, Christophe Gaudin, Susan M. Gourvenec, David J. White, Noel Boylan, Mark J. Cassidy Centre for Offshore Foundation Systems – M053, University of Western Australia, 35 Stirling Highway, Crawley, Perth, WA 6009, Australia article info abstract Article history: The paper presents an overview of recent developments in geotechnical analysis and design associated Received 7 July 2010 with oil and gas developments in deep water. Typically the seabed in deep water comprises soft, lightly Accepted 24 October 2010 overconsolidated, fine grained sediments, which must support a variety of infrastructure placed on the Available online 18 November 2010 seabed or anchored to it. A particular challenge is often the mobility of the infrastructure either during Keywords: installation or during operation, and the consequent disturbance and healing of the seabed soil, leading to Geotechnical engineering changes in seabed topography and strength. Novel aspects of geotechnical engineering for offshore Offshore engineering facilities in these conditions are reviewed, including: new equipment and techniques to characterise the In situ testing seabed; yield function approaches to evaluate the capacity of shallow skirted foundations; novel Shallow foundations anchoring systems for moored floating facilities; pipeline and steel catenary riser interaction with the Anchors seabed; and submarine slides and their impact on infrastructure. Example results from sophisticated Pipelines Submarine slides physical and numerical modelling are presented. & 2010 Elsevier Ltd. All rights reserved. 1. Introduction face a significant component of uplift load for taut and semi-taut mooring configurations.
    [Show full text]
  • Historical Development of the Offshore Industry
    Historical Development of the Offshore Industry Victor A. Schmidt, Bruce Crager, and George Rodenbusch Endeavor Management, Houston, TX, USA design grew by applying fundamental principles to overcome 1 Introduction 1 increased current, wave, and storm activity, by developing 2 Exploration 1 new materials and standards, and by continuously improving 3 Drilling RIGS 3 safety systems. What follows is an overview of the major fixed and floating systems that enable the industry tofindand 4 Production 7 develop hydrocarbon resources in some of the most remote 5 Specialty Vessels 12 and inhospitable regions of the earth’s oceans. 6 Conclusion 14 Acknowledgments 15 Glossary 15 2 EXPLORATION Related Articles 16 To explore areas covered with water, geophysicists first References 16 adapted onshore geophysical equipment, sensor cables Further Reading 16 (streamers), and recording equipment, so that streamers could be towed behind a vessel of opportunity, giving birth to marine seismic acquisition. The industry devel- oped air guns to hold and released high-pressure pulses of 1 INTRODUCTION compressed air to “shoot” waves of sonic energy into the water and “illuminate” the rock formations below the seabed. The process for finding and developing oil and gas fields Vessels of opportunity, used to tow the equipment, were is sequential comprising three major stages: exploration, eventually replaced with purpose-built vessels, designed for drilling, and production. Offshore engineering is required the special needs of marine seismic acquisition. and has been applied throughout each of these stages, resulting in the industry’s steady advance into deeper water 2.1 Paradigm shift: 2D to 3D datasets and more challenging environments over the past 120 plus years.
    [Show full text]
  • Naval Architecture, Ocean and Marine Engineering
    strath.ac.uk/naome Naval Architecture, Ocean and Marine Engineering Undergraduate course information Naval Architecture, Ocean and Marine Engineering 02 Contents 03 strath.ac.uk/naome Contents Glasgow 04 Scotland 06 Study and Learning 08 Student Lifestyle 10 Accommodation 12 The Department 14 Career and Opportunities 16 Success Stories 18 Course Overview 20 BEng/MEng Naval Architecture and Marine Engineering 22 BEng/MEng Naval Architecture with Ocean Engineering 24 BEng/MEng Naval Architecture with High Performance Marine Vehicles 26 Applying and Funding 28 How to Find Us 30 Naval Architecture, Ocean and Marine Engineering 04 Glasgow 05 strath.ac.uk/naome 1.2million People living Glasgow in the greater Glasgow area 1 2 3 The University of Strathclyde is in the heart of Glasgow – one of the UK’s largest and most vibrant cities. Culture and Events Glasgow’s music scene, bars and restaurants are renowned and its retail experience is second only to London. As well as its thriving arts and cultural attractions and year-round programme of events, Glasgow is home to more Glasgow is consistently voted as the top place to shop in the UK, outside London. With shops ranging from cool than 20 major museums and galleries, most of which offer free entry. The Riverside Museum, located on the banks vintage to brand names and exclusive designers, there is something for everyone. of the Clyde, celebrates Glasgow’s renowned industrial heritage and was voted European museum of the year 4 5 2013. The building itself is an engineering marvel designed by internationally acclaimed architect Zaha Hadid.
    [Show full text]
  • Suction Caissons
    1 Comprehensive Status Report: November 18, 2004 OTRC Project Title: Suction Caissons & Vertically Loaded Anchors MMS Project 362 TO 16169 Project Subtitle: Suction Caissons: Seafloor Characterization for Deepwater Foundation Systems PI: Robert B. Gilbert MMS COTR: A. Konczvald This report provides a comprehensive summary of the research completed in all prior Phases of this project (September 1999 – August 2004), and describes research being done in the present Phase (September 2004 – August 2005) to complete this project. Note that this report addresses one of four related research areas on this project. The other three areas are reported separately under the subtitles – Suction Caissons: Model Tests, Suction Caissons: Finite Element Modeling, and Suction Caissons & Vertically Loaded Anchors: Design Analysis Methods. Suction Caissons: Seafloor Characterization for Deepwater Foundation Systems Robert B. Gilbert and Shadi S. Najjar (Graduate Research Assistant) INTRODUCTION The challenge of seafloor characterization for deepwater facilities is that the mooring foundations, subsea well trees and flowlines are spread over large areas (tens of thousands of feet across), while the cost of obtaining high-quality geotechnical data for the seafloor is high. Therefore, information from a handful of soil borings is typically extrapolated over thousands of feet to design foundations. This extrapolation leads to uncertainty that could potentially lead to excessively conservative designs or to unreliable designs. The goal of this research is to develop a reliability-based methodology to design offshore foundations with limited seafloor characterization data and to apply this methodology to optimize geotechnical investigation programs. Specific research objectives are: 1. Develop models describing spatial variability in foundation design parameters for different geologic profiles encountered in deepwater fields.
    [Show full text]
  • Design of Suction Foundations
    van Dijk / J Zhejiang Univ-Sci A (Appl Phys & Eng) 2018 19(8):579-599 579 Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering) ISSN 1673-565X (Print); ISSN 1862-1775 (Online) www.jzus.zju.edu.cn; www.springerlink.com E-mail: [email protected] Review: Design of suction foundations Bas van DIJK Fugro, 2631 RT, Nootdorp, The Netherlands E-mail: [email protected] Received Aug. 30, 2017; Revision accepted Apr. 5, 2018; Crosschecked May 28, 2018 Abstract: Suction foundations have been deployed in the last three decades in a growing number of offshore developments, for bottom-fixed and floating structures, in shallow and deep waters, many of them successfully. Suction foundations, traditionally used as anchors and jacket foundations in the oil and gas industry, are now also used in the offshore renewable (wind) industry, e.g. for monopods, tripods, and jackets. When technically feasible, suction foundations are often cheaper than pile foundations. Ad- ditionally, their installation is relatively noise-free and, by applying overpressure, they can be removed during decommissioning. This paper focuses on the more complex design issues and some pitfalls related to suction foundation design. Additionally design practices and recommendations for suction caisson design, including installation and extraction feasibility, foundation resistance, settlements and response in sand, clay and layered soil profiles, will be presented for basic understanding. Key words: Suction foundation; Caisson; Anchor; Bucket; Installation; Resistance, Capacity; Extraction https://doi.org/10.1631/jzus.A1700465 CLC number: TU47 1 Introduction installation depth (m) and D is the caisson diameter (m). Suction foundations are also called suction A suction foundation typically consists of a steel buckets, suction cans, suction anchors, suction piles cylinder (skirt), closed at the top side (lid) in which or suction caissons.
    [Show full text]
  • Offshore Geotechnical Engineering Ebook Free Download
    OFFSHORE GEOTECHNICAL ENGINEERING PDF, EPUB, EBOOK Mark Randolph,Susan Gourvenec | 560 pages | 29 Apr 2011 | Taylor & Francis Ltd | 9780415477444 | English | London, United Kingdom Offshore Geotechnical Engineering PDF Book Gerwick B. While shallow foundations rely solely on the bearing capacity of the soil beneath them, deep foundations can rely on end bearing resistance, frictional resistance along their length, or both in developing the required capacity. As offshore developments move into deeper waters, gravity based structures become less economical due to the large required size and cost of transportation. Kolk H. Views Read Edit View history. Ground improvement has developed into a sophisticated tool to support foundations for a wide variety of structures. Building material List of building materials Millwork Construction bidding Construction delay Construction equipment theft Construction loan Construction management Construction waste Demolition Design—build Design—bid—build Heavy equipment Interior design Megaproject Megastructure Real estate development Sustainability in construction Urban design Urban planning. Until the 18th century, however, no theoretical basis for soil design had been developed and the discipline was more of an art than a science, relying on past experience. Fugro offers a wide range of services associated with the design of offshore structures. A slope failing as flow would resemble a fluid flowing downhill. It is typically carried out in order to explore for and subsequently extract petroleum which lies in rock formations beneath the seabed. Please help by moving some material from it into the body of the article. One is to study the bathymetry in the location of interest and to produce an image of the seafloor irregularities, objects on the seabed, lateral variability, ice gouges , Remote subsea wells may also be connected to a platform by flow lines and by umbilical connections.
    [Show full text]
  • Marine Technology Reporter Coverjuly AUG2017.Indd 1 July/August 2017 TECHNOLOGY MARINE
    MARINE TECHNOLOGY REPORTER July/August 2017 www.marinetechnologynews.com Volume 60 Number 6 Volume Marine Technology Reporter Cover JULY AUG 2017.indd 1 8/2/2017 2:57:53 PM MTR May 16 Covers 2,3 and 4.indd 1 4/22/2016 2:28:59 PM MTR #6 (1-17).indd 1 7/17/2017 11:29:53 AM July/August 2017 12th Annual Volume 60 • Number 6 Contents 3D at Depth ...................................................................26 M2 Subsea .....................................................................45 AgileTek ..........................................................................46 MacArtney ......................................................................68 Airmar Technology Corporation .......................................7 MASSA Products Corporation ........................................20 ALSEAMAR .....................................................................52 McLane Research Labs, Inc. .........................................23 Applied Acoustics ...........................................................52 MetOcean Telematics ....................................................29 Aquabotix Technology Corporation ................................70 MRV Systems .................................................................54 AquaHarmonics .............................................................44 Multi-Electronique .........................................................72 Aquatica Submarines Inc. .............................................70 Nautilus Marine Service GmbH .....................................72 Aquatic
    [Show full text]
  • Subsea Mineral Resources
    Subsea Mineral Resources U.S. GEOLOGICAL SURVEY BULLETIN 1689-A Chapter A Subsea Mineral Resources By V. E. McKELVEY US. GEOLOGICAL SURVEY BULLETIN 1689 MINERAL AND PETROLEUM RESOURCES OF THE OCEAN DEPARTMENT OF THE INTERIOR DONALD PAUL MODEL, Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director UNITED STATES GOVERNMENT PRINTING OFFICE: 1986 For sale by the Books and Open-File Reports Section, U.S. Geological Survey, Federal Center, Box 25425, Denver, CO 80225 Library of Congress Cataloging-in-Publication Data McKelvey, V. E. (Vincent Ellis), 1916- Subsea mineral resources. (U.S. Geological Survey bulletin ; 1689-A) Bibliography: p. 95 Supt. of Docs, no.: I 19.3:1689-A 1. Marine mineral resources. I. Title. II. Series. QE75.B9 no. 1689-A 557.3s 86-600199 [TN264] [553'.09162] CONTENTS Abstract 1 Introduction 2 Concepts of reserves and resources 3 Definitions 4 Classification 4 Summary 7 Geology of the continental margins and ocean basins 7 Continental margins 7 Deep-ocean basins 8 Plate tectonic processes in the origin of subsea geologic provinces 9 Subsea minerals in relation to the continent-ocean framework 9 Marine placers 9 Placer minerals 10 Geologic environments favorable for the formation of placers 10 Placers in the marine environment 11 World distribution of marine placer deposits 12 Guides to prospecting for offshore placers 13 Offshore sand, gravel, and calcium carbonate deposits 13 Sand and gravel 17 Shell 18 Other offshore sources of calcium carbonate 19 Precious coral 20 Phosphorite and guano 21 Mineralogy and goechemistry
    [Show full text]
  • Guide for Classification and Certification of Subsea Production Systems Equipment and Components August 2017
    GUIDE FOR CLASSIFICATION AND CERTIFICATION OF SUBSEA PRODUCTION SYSTEMS EQUIPMENT AND COMPONENTS AUGUST 2017 American Bureau of Shipping Incorporated by Act of Legislature of the State of New York 1862 © 2017 American Bureau of Shipping. All rights reserved. 1701 City Plaza Drive Spring, TX 77389 USA Foreword The advantages of subsea systems have made subsea production a top choice for developments in many environments around the world. Innovations and improvements are being introduced that will increase the reliability and robustness of these systems, which will be used in even more developments over time. Verification and validation plays an important role in safe and reliable operations of these subsea production systems. This Guide specifies the ABS requirements and process for Certification and Classification of subsea production systems and their associated subsystems, equipment and/or components. An optional class notation ✠ CSS – Production is offered for a subsea production system that has been reviewed, surveyed, installed and commissioned in full compliance with the applicable sections of this Guide. In addition, Independent third party (I3P) services that can be provided by ABS at different project phases are also described in this Guide. These are customized services based on the request of clients and could include the following: ● Design verification (design review) and design validation (survey during manufacturing) ● Installation/commissioning verification ● In-service examination ● Life extension assessment ● Decommissioning verification Certified Verification Agent (CVA) review to meet the government requirements can be provided during design, manufacturing and installation phases for subsea risers. For safety and pollution prevention equipment (SPPE) and subsea equipment in high-pressure high-temperature (HPHT) applications, I3P services for conformance with 30 CFR 250 Subpart H and applicable BSEE requirements can also be provided.
    [Show full text]