Douglas J. Nyman Consulting Engineer
|
|
|
- Brett Butler
- 10 years ago
- Views:
Transcription
1 Consulting Engineer D. J. Nyman & Associates Jones Road, Suite 232 Houston, Texas (281) Fax (281) EDUCATION B.S. Civil Engineering, Mississippi State University, 1969 M.S. Civil Engineering, University of Illinois, 1971 (Structural Mechanics) Ph.D. Civil Engineering, University of Illinois, 1974 (Structural Mechanics) PROFESSIONAL LICENSES Civil Engineer, Alaska and Texas POSITIONS Alyeska Pipeline Service Company, Houston, Texas and Anchorage, Alaska, Engineer, Trans-Alaska Pipeline Staff Engineering Group, July 1973 October Technical support engineering for pipeline, pump stations, and terminal facilities. University of Alaska, Anchorage, Alaska, Part-time Lecturer, Taught courses in mechanics of materials and earthquake structural engineering. Woodward-Clyde Consultants, Houston, Texas, Senior Project Engineer, Ocean Engineering Group, November 1977 March Consulting engineering services in the areas of structural mechanics and structural design. Structural Mechanics Associates, Inc., Houston, Texas; Vice President, March 1981 November 1983; President, November 1983 May 1984 (acquisition by National Technical Systems). Consulting engineering services in the areas of structural mechanics, stress analysis, and field measurements for offshore platforms, pipelines, and hydropower plants. National Technical Systems, Structural Mechanics Associates Division, Houston, Texas; Vice President, May 1984 February Consulting engineering services in the areas of seismic engineering, structural mechanics, and stress analysis for offshore platforms, pipelines, and hydropower plants. D. J. Nyman & Associates, Houston, Texas, Principal Engineer and Owner, March 1985 Present. Mitigation of natural and manmade hazards for oil and gas pipeline systems, nuclear power plants and industrial facilities. PROFESSIONAL PRACTICE Dr. Nyman has 30 years experience in the areas of structural engineering, stress analysis, engineering mechanics, failure investigations, testing, and instrumentation systems. His consulting services typically relate to pipelines, equipment, piping and structures, subjected to extreme or unusual load conditions, Page 1 of 10
2 including earthquake ground shaking, forced vibration and impulsive loading. His client base principally includes the pipeline industry, oil and gas production facilities, electric power plants, and heavy industry. Dr. Nyman s broad practice, related mainly to earthquake engineering, has required him to form multidisciplinary teams composed of leading practitioners and academicians nationwide having 20 to 50 years experience each to conduct various projects. Disciplines represented include earthquake geotechnical engineering, geology, fracture mechanics, nonlinear finite element stress analysis, structural design, pipeline design, equipment qualification, field measurement systems, and custom software development. Much of the project work requires consensus building among highly qualified project participants, including both project team members and client representatives. EXPERIENCE PROFILE An abstracted summary of Dr. Nyman s professional highlights follows: Trans-Alaska Pipeline. During his employment with the Trans-Alaska Pipeline System (TAPS) in the mid-1970's, Dr. Nyman was principally engaged in earthquake engineering. This effort involved the application of seismic design methodology to the pipeline system and pump station and terminal facilities. Included in this work was the seismic qualification of mechanical equipment, instrumentation, control systems, and computer hardware. He also conducted numerous engineering and design studies and interacted closely with regulatory agencies reviewing the design. As a consulting engineer, Dr. Nyman conducted a comprehensive program in the mid 1990s to revalidate the seismic design of the Trans-Alaska Pipeline System, a requirement that ensued from a Federal government audit of pipeline operation. This work consisted of the reassessment of seismic design criteria and preparation of a seismic design basis document, validation of operating systems seismic integrity, and evaluation of pipeline access road bridges. In 1998, Dr. Nyman directed a project to develop, fabricate, install and test a state-of-the-art computer-based seismic monitoring system along the 800-mile pipeline route. More recently, he assisted the Alaska Pipeline Project in the resolution of technical licensing issues related to the renewal of the pipeline right-of-way permit after 25 years of operation. Since the 2002 Denali Fault Earthquake in south-central Alaska, he has served as member of a seismic advisory panel charged with identifying post-earthquake investigations, engineering, and retrofits needed to assure continued seismic integrity of the pipeline system. The advisory panel is made up of nationally known experts two engineers and five geologists with combined experience totaling about 275 years. Currently, Dr. Nyman is directing a project to update seismic design criteria and seismic design specifications for TAPS and assisting TAPS with technical issues related to strategic reconfiguration of the pipeline system to improve operational efficiency at flow rates that are approximately one-half the amount accommodated by the original system design. He is currently collaborating with the USGS and the University of Alaska a new-generation seismic monitoring system for Alaska using the USGSdeveloped ShakeMap computer system for rapid post-earthquake determination of ground motion intensity. Sakhalin Island, Russia. Dr. Nyman currently provides seismic engineering consultation, guidance, and analytical support for design of a two pipeline projects on Sakhalin Island, Russia. These two engagements have included the development of a seismic design basis, analysis and design of active fault crossings for several sizes of line pipe, reconnaissance of a pipeline route for potential liquefaction and landslide hazards, and design of crossings of liquefaction zones. Many of the fault crossings involve reverse faults, which present considerable concern due to the compressive loading imparted to the pipeline at the crossing and the potential for buckling or wrinkling of the pipe wall. This work has required extensive communication and interaction with leading USA and Russian geologists and seismologists, as well as with oil company project management. Page 2 of 10
3 Large-Diameter Oil and Gas Pipelines in Azerbaijan, Georgia and Turkey. Dr. Nyman is currently engaged as seismic design consultant for a large diameter crude oil pipeline project in Turkey. For this project, he has conducted field reconnaissance of pipeline fault crossings, liquefaction and landslide areas, specified design requirements for seismic hazard mitigation, and performed design validation analyses of fault crossings. He is also conducting fault crossing evaluations and designs for crude oil and natural gas pipelines passing through Azerbaijan and the Republic of Georgia. In the field reconnaissance portion of this work, Dr. Nyman was the sole engineering representative on a consulting team composed of himself and six prominent geologists from Turkey, the United Kingdom and the USA. Offshore Baja California. Dr. Nyman is serving as a seismic consultant for preliminary engineering of a large-diameter natural gas pipeline crossing active faults offshore of Baja California and has directed the design validation of various crossing options. Other Pipeline Assessments. Dr. Nyman has conducted studies of the behavior of buried oil and gas pipelines subjected to large ground deformations associated with ground faulting, mining subsidence, intentional lowering and lifting, differential settlement, and mudslides. He conducted an evaluation of the effects of quarry blasting within 100-ft of a large diameter high-pressure gas pipeline. In this assignment, Dr. Nyman worked closely with a geotechnical engineering professor specializing in construction blasting vibrations. He has also investigated the effects of external loading on buried pipelines and designed a buried structure to protect a high-pressure gas pipeline from loads imposed by heavy mining equipment. Dr. Nyman has performed piping vibration measurement programs and analysis studies and has performed static and dynamic analyses of large diameter piping systems. He has also conducted studies and field measurements of the effects of wind-induced vibrations on above-ground pipelines on the North Slope of Alaska. Dr. Nyman has conducted a seismic vulnerability assessment of a large diameter crude oil pipeline that traverses the New Madrid seismic zone in the central United States. The objective of the study was to provide a general assessment of the seismic hazard for the pipeline and to chart a cost-effective course of action for improving its seismic resistance. Emphasis was placed on damage mitigation rather than on improved design or retrofit concepts that were likely to be cost prohibitive. Dr. Nyman recently provided consultation on seismic hazard mitigation for the conversion of an existing natural gas pipeline passing through the New Madrid area to liquid products service. These assignments required association with two nationally known university professors specializing in liquefaction hazard assessment. Dr. Nyman investigated the adverse vibration of large diameter piping in a high-pressure relief system. The investigation involved field measurement of dynamic response and pressure transients, dynamic response analyses, and hardware retrofit. He conducted a model subsidence test with soft clay soil to simulate thaw settlement conditions for pipelines underlain by permafrost or ice lens. He also developed instrumented steel pipe test piles for measurement of frost jacking forces in the Alaska. Penstocks and Surge Tanks. Dr. Nyman directed the investigation of the potential for brittle fracture of large diameter penstocks and surge tanks at four major dams on the Missouri River in Montana, North Dakota, and South Dakota: Fort Peck, Garrison, Oahe, and Fort Randall. Riveted construction was used at Fort Peck, and welded steel fabrication was used at the other three locations. The focus of the investigation revolved around the quality of the steel, welding and welding imperfections, and load rate. Two nationally known experts in brittle fracture, both professors at leading universities, were engaged as key consultants on this assignment. At one location, the load condition was exacerbated by the formation of thick ice inside the surge tanks during periods of winter temperature extremes, a condition that required special evaluation through a strain-gage measurement program. Offshore Oil and Gas Industry. Dr. Nyman has performed and supervised analyses of deepwater offshore platform connections and joints using linear and nonlinear finite element approaches. Page 3 of 10
4 Representative projects consisted of pile-to-jacket connections, launch cradles, and tubular joints. In conjunction with this activity, he conducted an instrumentation project that involved the monitoring of strains in a 700-ft water depth offshore platform during load-out and towing. Dr. Nyman has also served as a consultant for structural design of drilling equipment and substructures on offshore platforms to withstand seismic loading. Dr. Nyman directed the design an innovative 90-ton floating structure that was used to seal the bottom of a 39-ft diameter drill-ship moon-pool to permit dewatering for repairs without the need for a dry dock. This project was fast-tracked within a one-month period to permit repairs to be made in a coastal bay between drilling operations. This project included the stress analysis and engineering evaluation of a hang-off structure to hold a disconnected 7,000-ft long riser pipe above the seafloor during storm conditions. The project required intense, daily contact with oil company project managers and technical representatives, as well as the fabricator, who was cutting and welding steel plate almost in lock-step with the design. Nuclear Power. Dr. Nyman served for four years in an essentially full-time structural engineering consulting role on a multi-disciplinary team to assist a major nuclear power utility in its efforts to obtain an operating license. This assignment consisted of the review of design criteria and procedures for adequacy, review of design implementation, evaluation of proposed corrective actions, and preparation of reports to support licensing positions. In the end, virtually the entire plant was independently validated for design loads, and numerous retrofits were necessary to achieve regulatory compliance. Licensing was successful, and the plant has been in operation over 15 years. Professional Activities. Dr. Nyman has participated in professional activities related to seismic design of pipelines. During the early 1980's, he was principal investigator for a project to develop the first comprehensive guidelines for the seismic design of oil and gas pipeline systems. This work was performed during a three-year period under the auspices of the American Society of Civil Engineers with funding provided by the National Science Foundation. This seminal work is considered by many to be the authoritative guide for earthquake engineering of pipelines, and it has been used worldwide for nearly 20 years. In the past several years, Dr. Nyman has been engaged as a coauthor of new pipeline seismic guide scheduled for publication by the Pipeline Research Council of the Gas Research Institute in This document will serve to update the previous work published through ASCE. In the early 1990 s, Dr. Nyman was selected by the Federal Emergency Management Agency (FEMA) to draft a plan for the development of national earthquake standards for gas and liquid fuel lifeline systems. The plan was submitted to the Office of Management and Budget and for use as a guide for the development of seismic standards for oil and gas transmission lines, gas distribution systems, oil storage tanks, and refineries. Dr. Nyman also served as a member of an assessment team to review the effectiveness of the National Earthquake Hazards Reduction Program in mitigating seismic hazards to the built environment. His review scope pertained to lifeline systems (electric power, transportation, communications, energy pipelines, and water and sewer systems). In 2003, Dr. Nyman was a member of an expert panel formed by the National Research Council of the National Academies to develop a longterm research agenda for the Network for Earthquake Engineering Simulation (NEES). He recently completed a two-year term as a member of an external advisory panel for the Cornell University NEES test facility for buried pipelines. Page 4 of 10
5 AWARDS Distinguished Alumnus Award, University of Illinois, Department of Civil Engineering, 2001, for major contributions to the seismic design and physical vulnerability analysis of oil and gas pipeline systems. Charles Martin Duke Lifeline Earthquake Engineering Award, American Society of Civil Engineers, 2002, for his many published contributions to the practice of lifeline earthquake engineering and particularly as the principal author of the work, Seismic Design of Oil and Gas Pipeline Systems, ASCE 1984, for his long-term service to TCLEE/ASCE, and for his continuing significant contributions to lifeline earthquake engineering practice. Stephen D. Bechtel Pipeline Engineering Award, American Society of Civil Engineers, 2005, for his pioneering work in the seismic siting of major pipelines and associated facilities throughout the world and for his published contributions applicable to practice. AFFILIATIONS Fellow, American Society of Civil Engineers (ASCE) Member, Earthquake Engineering Research Institute (EERI) Member, Seismological Society of America (SSA) Member and Past Chairman, Gas and Liquid Fuel Lifelines Committee, ASCE Technical Council on Lifeline Earthquake Engineering Member and Past Chairman, Executive Committee, ASCE Technical Council on Lifeline Earthquake Engineering Member, Task Committee on Seismic Design and Evaluation of Petrochemical Facilities, Petrochemical Energy Committee, ASCE Energy Division Member, Committee to Develop a Long-Term Research Agenda for the Network for Earthquake Engineering Simulation (NEES), National Research Council, Washington DC Member, External Advisory Board, Cornell University, Large Displacement Soil-Structure Interaction Facility for Lifeline Systems, Network for Earthquake Engineering Simulation (NEES) Member, NEES Consortium, Inc., George E. Brown, Jr. Network for Earthquake Engineering Simulation PUBLICATIONS 1. Observations and Lessons Learned from Three Decades of Seismic Hazard Mitigation for Major Oil and Gas Pipeline Projects, Proceedings of the Eighth U.S. National Conference on Earthquake Engineering (100 th Anniversary Conference Commemorating the 1906 San Francisco Earthquake), Earthquake Engineering Research Institute, San Francisco, CA, April 2006, with W. J. Hall and L. C. Cluff. 2. Liquefaction Hazard Mitigation for Oil and Gas Pipelines, Proceedings of the Eighth U.S. National Conference on Earthquake Engineering (100 th Anniversary Conference Commemorating the 1906 San Francisco Earthquake), Earthquake Engineering Research Institute, San Francisco, CA, April 2006, with D. G. Honegger and T. L. Youd. 3. Mitigation of Fault Crossing Hazards for the AGT Pipelines Project through Azerbaijan and Georgia, Proceedings of the International Conference on Terrain and Geohazard Challenges Facing Onshore Page 5 of 10
6 Oil and Gas Pipelines, held June 2003 in London, UK, M. Sweeney, editor, Institution of Civil Engineers, Thomas Telford Publishing, 2005, with P. C. Thenhaus and G. Moscarda. 4. Guidelines for the Seismic Design and Assessment of Natural Gas and Liquid Hydrocarbon Pipelines, prepared for the Pipeline Design, Construction & Operations Technical Committee of Pipeline Research Council International, Inc., 2004, with D. G. Honegger. 5. Trans-Alaska Pipeline System Performance in the 2002 Denali Fault, Alaska, Earthquake, Earthquake Spectra, Journal of the Earthquake Engineering Research Institute, Vol. 20, No. 3, August, 2004, pp , with D. G. Honegger, E. R. Johnson, L. S. Cluff, and S. P. Sorensen. 6. Near-Field Ground Motion of the 2002 Denali Fault, Alaska, Earthquake Recorded at Pump Station 10, Earthquake Spectra, Journal of the Earthquake Engineering Research Institute, Vol. 20, No. 3, August, 2004, pp , with W. L. Ellsworth, M. Celebi, J.R. Evans, E.G. Jensen, R. Kayen, M. C. Metz, J. W. Roddick, P. Spudich, and C. D. Stephens. 7. State-of-the-Art Approach for the Analysis and Design of Buried Pipeline Fault Crossings, Advancing Mitigation Technologies and Disaster Response, Proceedings of the Sixth U.S. Conference and Workshop on Lifeline Earthquake Engineering, Long Beach, CA, TCLEE, ASCE, 2003, J. E. Beavers, editor, with D. G. Honegger and P.C. Thenhaus. 8. Response of the Trans-Alaska Pipeline to the Magnitude 7.9 Denali Fault Earthquake, Advancing Mitigation Technologies and Disaster Response, Proceedings of the Sixth U.S. Conference and Workshop on Lifeline Earthquake Engineering, Long Beach, CA, TCLEE, ASCE, 2003, J. E. Beavers, editor, with W. J. Hall, E. R. Johnson and J. D. Norton. 9. Trans-Alaska Pipeline Emergency Response and Recovery, Magnitude 7.9 Denali Fault Earthquake, Advancing Mitigation Technologies and Disaster Response, Proceedings of the Sixth U.S. Conference and Workshop on Lifeline Earthquake Engineering, Long Beach, CA, TCLEE, ASCE, 2003, J. E. Beavers, editor, with E. R. Johnson and C. H. Roach. 10. Preventing Earthquake Disasters, The Grand Challenge in Earthquake Engineering, National Academy Press, member of Committee to Develop a Long-Term Research Agenda for the Network for Earthquake Engineering Simulation (NEES), W. F. Marcuson, III, Chair, Guidelines for the Seismic Design and Assessment of Natural Gas and Liquid Hydrocarbon Pipelines, Proceedings of IPC02, 2002 International Pipeline Conference, Calgary, Alberta, Canada, September 29 October 3, 2002, with D. G. Honegger and R. W. Gailing. 12. "New Trans-Alaska Pipeline Earthquake Monitoring System," Proceedings, Fifth U.S. Conference on Lifeline Earthquake Engineering, Optimizing Post-Earthquake Lifeline System Reliability, American Society of Civil Engineers, Seattle, Washington, August 1999, with E. L. Nelson and C. H. Roach. 13. "Verification of Trans-Alaska Pipeline Operating Systems for Seismic Integrity," Proceedings, 6th U.S. National Conference on Earthquake Engineering, Seismic Design and Mitigation for the Third Millennium, Seattle, Washington, June, 1998, with J. L. White and M. D. Anderson. 14. "Seismic Design Verification of Cable Tray Systems, Trans-Alaska Pipeline," Proceedings, 6th U.S. National Conference on Earthquake Engineering, Seismic Design and Mitigation for the Third Millennium, Seattle, Washington, June, 1998, with C. P. Mortgat, J. P. Conoscente, and M. D. Anderson. 15. Guidelines for Seismic Evaluation and Design of Petrochemical Facilities, American Society of Civil Engineers, New York, 1997, contributing author with the ASCE Task Committee on Seismic Evaluation and Design of Petrochemical FAcilities, G. Johnson and F. Hsiu, editors. Page 6 of 10
7 16. "Assessment of Earthquake Vulnerability of Critical Industrial Facilities in the Central and Eastern United States," Proceedings, Fifth U.S. National Conference on Earthquake Engineering, EERI, pp. IV-295 to IV-304, 1994, with J. E. Beavers and W. J. Hall. 17. "Earthquake Vulnerability Assessment of a 40-Inch Crude Oil Pipeline in the Central United States," Proceedings, 1993 National Earthquake Conference, Memphis, Tennessee, May 1993, with W. J. Prosser, Y. Moriwaki, and T. D. O'Rourke. 18. "An Assessment of Earthquake Vulnerability of Critical Industrial Facilities in the Central and Eastern United States," Proceedings, 1993 National Earthquake Conference, Memphis, Tennessee, May 1993, with J. E. Beavers and W. J. Hall. 19. "Mitigation of Seismic Hazards for Oil and Gas Pipelines," The Art and Science of Structural Engineering, Proceedings of the Symposium Honoring William J. Hall, Prentice Hall, April "Seismic Effects and Buckling Behavior of Pipelines in the Central and Eastern United States," Proceedings, Earthquake Stability Problems in Eastern North America, Structural Stability Research Council, 1992 Annual Technical Session, Pittsburgh, Pennsylvania, April 6 7, 1992, with J. E. Beavers and C. R. Hammond. 21. "Scenario for Improving the Seismic Resistance of Pipelines in the Central United States," Proceedings, Third U.S. Conference on Lifeline Earthquake Engineering, American Society of Civil Engineers, Los Angeles, California, August 1991, with W. J. Hall. 22. "Seismic Design of Oil and Gas Pipeline Systems," Proceedings, Workshop on Abatement of Seismic Hazards to Lifelines, Vol. 5, Building Seismic Safety Council, Denver, Colorado, November 1986, with R. P. Kennedy. 23. "Operations and Maintenance Considerations for Mitigation of Earthquake Effects on Oil and Gas Pipelines," Proceedings, Workshop on Abatement of Seismic Hazards to Lifelines, Vol. 5, Building Seismic Safety Council, Denver, Colorado, November "An Approximate Procedure for Assessing the Effects of Mudslides on Offshore Pipelines," Journal of Energy Resources Technology, American Society of Mechanical Engineers, Vol. 104, No. 4, December 1985, with P. B. Summers. 25. "Pipeline Stress Analysis for Lowering Operations, Proceedings, ASME Pressure Vessels and Piping Conference, New Orleans, Louisiana, June 1985, with P. B. Summers. 26. "PIPESAG A Microcomputer Program to Assess the Effects of Large Ground Deformations on Buried Pipelines, Proceedings, ASME Pressure Vessels and Piping Conference, New Orleans, Louisiana, June 1985, with P. B. Summers. 27. "Wind-Induced Fatigue Damage Estimated for Surface Oil Pipelines in the Arctic," Oil & Gas Journal, Vol. 83, No. 27, July 8, 1985, with D. G. Honegger and K. J. Nyman. 28. "Wind-Induced Vibration of Aboveground Arctic Pipelines, Proceedings of the Fourth International Offshore Mechanics and Arctic Engineering Symposium, Dallas, Texas, February 1985, with D. G. Honegger and K. J. Nyman. 29. Guidelines for the Seismic Design of Oil and Gas Pipeline Systems, American Society of Civil Engineers, New York, 1984, 473 p., with the ASCE Committee on Gas and Liquid Fuel Lifelines, D. J. Nyman, Principal Investigator. 30. "Seismic Design Considerations for Oil and Gas Lifelines," presented at Workshop on Research Needs and Priorities in Lifeline Earthquake Engineering, Asilomar, California, May Page 7 of 10
8 31. "Wave Propagation Effects on Buried Pipelines," Proceedings, U.S. Japan Workshop on Buried Pipelines and Telecommunications Systems, Tsukuba, Japan, December Study of the Factors Affecting the Safety of Arctic Pipelines, report prepared for the U. S. Department of Transportation, Office of Pipeline Safety Regulation, Grant No. DOT-RL-92050, Woodward-Clyde Consultants, San Francisco, California, November 1981, with W. T. Black, D. M. Holloway, U. Luscher, and H. P. Thomas. 33. "Earthquake Monitoring System Trans-Alaska Pipeline," Proceedings, Second Specialty Conference of the Technical Council on Lifeline Earthquake Engineering, ASCE, Oakland, California, August 1981, with V. J. McDonald and G. G. Simmons. 34. "Lifeline Engineering Approach to Seismic Qualification," Journal of the Technical Councils of ASCE, Vol. 105, No. TC1, April, 1979, presented at the ASCE Lifeline Earthquake Engineering Specialty Conference, Los Angeles, California, August 1977, with T. L. Anderson. 35. "Observations on the Process of Equipment Qualification," Proceedings, U. S. National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Ann Arbor, Michigan, June 1975, with W. J. Hall, V. J. McDonald, and N. M. Newmark. 36. "Organizational Model for Design Specifications, Journal of the Structural Division, American Society of Civil Engineers, Vol. 101, No. ST4, Proc. Paper 11227, April 1975, with S. J. Fenves. 37. "Restructuring Study of the AISC Specification, Civil Engineering Studies, Structural Research Series No. 393, University of Illinois, Urbana, IL, 1973, with S. J. Fenves and R. N. Wright. SELECTED PUBLIC-DOMAIN REPORTS 1. Investigation of the Potential for Brittle Fracture of Penstocks, Surge Tanks, and Risers at Fort Peck, Oahe, and Fort Randall Power Plants, report prepared for U. S. Army Corps of Engineers, Omaha District, Nyman Associates, Houston, Texas, August 1986, with W. A. Hitchcock, S. T. Rolfe, and W. J. Hall. 2. Investigation of the Potential for Brittle Fracture of the Surge Tanks at Garrison Power Plant, report prepared for U. S. Army Corps of Engineers, Omaha District, Structural Mechanics Associates, Inc., Houston, Texas, September 1984, with S. T. Rolfe and W. J. Hall. 3. Study of the Factors Affecting the Safety of Arctic Pipelines, report prepared for the U. S. Department of Transportation, Office of Pipeline Safety Regulation, Grant No. DOT-RL-92050, Woodward-Clyde Consultants, San Francisco, California, November 1981, with W. T. Black, D. M. Holloway, U. Luscher, and H. P. Thomas. TOPICS OF SELECTED PROPRIETARY REPORTS 1 1. Evaluation of offshore pipeline fault crossing, proposed Baja California LNG receiving terminal. 2. Evaluation of subsidence-induced lateral ground displacement on buried pipeline bends. 3. Seismic design criteria for a pipeline system, Sakhalin Island, Russia. 4. Evaluation of pipeline fault crossings, Sakhalin Island, Russia (two projects). 5. Liquefaction hazard investigation, Sakhalin Island, Russia (two projects). 6. Field reconnaissance and review of pipeline seismic hazards and mitigation strategy, Turkey. 1 Reports are listed by general topic; not actual titles. Page 8 of 10
9 7. Evaluation of fault crossings for large diameter oil and gas pipelines in Azerbaijan, Republic of Georgia, and Turkey. 8. Analysis and design of a large diameter welded steel water pipeline to accommodate seismic fault movements (Jordan). 9. Investigation of the effects of subsidence-induced fault movements on liquids and natural gas pipelines in the Houston, Texas areas (normal slip creep movement). 10. Analysis and design of a large diameter natural gas pipeline to accommodate maximum credible surface rupture movements at six fault crossings (California). 11. Evaluation of pipeline company procedures for intentional lowering of in-service pipelines (generic). 12. Study of the effects of mining subsidence on a natural gas pipeline (Illinois). 13. Evaluation of the effects of settlement and dredge spoil overburden loads on seven pipelines in a pipeline corridor (Texas Gulf Coast). 14. Analysis of offshore pipeline risers and "doglegs" for thermal expansion loading. 15. Investigation of the effects of external loading from ore (mining) trucks on a high pressure buried pipeline and design of a buried protective structure (New Mexico). 16. Study of the effects of wind-induced vibrations on above-ground arctic pipelines (Alaska). 17. Dynamic testing of an above-ground arctic pipeline to determine structural damping characteristics. 18. Analysis of free stress bending effects on a 16-inch pipeline subjected to settlement (Brazil). 19. Seismic vulnerability assessment of a large diameter crude oil pipeline adjacent to the New Madrid seismic zone in the Central United States. 20. Model subsidence test in soft clay to simulate thaw settlement conditions for pipelines underlain by permafrost or ice lens. 21. Investigation of pressure transients in a high pressure relief system. The investigation involved field measurement of dynamic response and pressure transients, dynamic response analyses, and mitigation through structural retrofit (Alaska). 22. Development of procedures and criteria for lifting a 40-inch diameter crude oil pipeline while in operation for the purpose of repairing the corrosion protective coating (central United States). 23. Specifications for the seismic design of pump station and terminal structures and seismic qualification of equipment. 24. Expert validation review of the seismic studies conducted for the Yadana Onbingwin Pipeline (Burma) and development of cost-effective recommendations for seismic hazard mitigation. 25. Assessment of the adequacy of seismic design criteria for the Trans-Alaska Pipeline and station and terminal facilities. 26. System description, operations and maintenance manual for earthquake monitoring system hardware and software for the Trans-Alaska Pipeline 27. Seismic design verification review of instrumentation and control systems, mechanical and electrical equipment, and miscellaneous hardware at twelve Trans-Alaska Pipeline pump stations, remote valve facilities, and the Valdez Marine Terminal. 28. Seismic design verification review of cable tray systems at twelve Trans-Alaska Pipeline pump stations and the Valdez Marine Terminal. Page 9 of 10
10 29. Evaluation of the effects of quarry blasting on a large-diameter, high-pressure natural gas pipeline and development of recommended practice for blasting. Page 10 of 10
OVERLAND PIPELINE OPTIONS
Working Document of the NPC Study: Arctic Potential: Realizing the Promise of U.S. Arctic Oil and Gas Resources Made Available March 27, 2015 Paper #7-9 OVERLAND PIPELINE OPTIONS Prepared for the Technology
Technical Council on Lifeline Earthquake Engineering (TCLEE) Anshel J. Schiff
Technical Council on Lifeline Earthquake Engineering (TCLEE) by Anshel J. Schiff for GEER Joint Advisory Panel and Working Group Meeting October 7 & 8, 2004 Goals of TCLEE Elevate the state-of-the-art
Seismic Practices to Improve Water System Resilience
Seismic Practices to Improve Water System Resilience C.A. Davis 1 1 Geotechnical Engineering Manager, Department of Water and Power, Los Angeles, California. Email: [email protected] ABSTRACT : The
ALASKA NATURAL GAS PIPELINE PROJECT
ALASKA NATURAL GAS PIPELINE PROJECT Testimony on AGIA of W. H. Sparger House Resources Committee May 11, 2007 EPC Energy Project Consultants, LLC Introduction William H. (Bill) Sparger Energy Project Consultants.
15823 N. Barkers Landing Houston, TX 77079 281/556 8774 [email protected] www.hghouston.com
D a v i d E. H e n d r i x, P. E. RESUME 15823 N. Barkers Landing Houston, TX 77079 281/556 8774 [email protected] www.hghouston.com Experience: 2013 1990 President, The Hendrix Group Inc., A
Houston Contracting Company, Inc.
Houston Contracting Company, Inc. Houston Contracting Company, Inc. Overview AES - Houston Contracting Company (HCC), our union subsidiary, provides pipeline construction and maintenance, building and
American Society of Civil Engineers
American Society of Civil Engineers Technical Council on Lifeline Earthquake Engineering Earthquake Investigation Committee Lifelines Water and Wastewater Electric Power and Communication Gas and Liquid
RESUME Lee A. Knuppel, P.E.
RESUME Lee A. Knuppel, P.E. OFFICE: EDUCATION: LEE A. KNUPPEL AND ASSOCIATES, Inc. 7770 Cooper Road, Suite 7 Montgomery, Ohio 45242 (513) 793-4222 Graduate: UCLA, Los Angeles, CA M.S. in Civil Engineering,
SEISMIC RETROFITTING STRATEGIES FOR BRIDGES IN MODERATE EARTHQUAKE REGIONS
SEISMIC RETROFITTING STRATEGIES FOR BRIDGES IN MODERATE EARTHQUAKE REGIONS ABSTRACT Ayaz H. Malik, P.E. Project Engineer New York State Department of Transportation Certain parts of the United States have
W. Kent Muhlbauer. P.E. WKM Consultancy, LLC 704 Wickford Circle, Austin, TX 78704 Tel: 512-442-7747
Professional Profile Mr. Muhlbauer is an internationally recognized authority on pipeline risk management. In this field, he is an author, lecturer, consultant and software developer. Techniques developed
Earthquakes. Earthquakes: Big Ideas. Earthquakes
Earthquakes Earthquakes: Big Ideas Humans cannot eliminate natural hazards but can engage in activities that reduce their impacts by identifying high-risk locations, improving construction methods, and
CSA Group Safety Standards for Oil and Gas Pipeline Systems: A Life-Cycle Approach
CSA Group Safety Standards for Oil and Gas Pipeline Systems: A Life-Cycle Approach Greg Orloff, MBA Government Relations Officer North America and Europe CSA Group Z662 Technical Committee (TC) Over 250
Assessment of Interdependent Lifeline Networks Performance in Earthquake Disaster Management
Performance in Earthquake Disaster Management Hüseyin Can Ünen Istanbul Technical University, Turkey [email protected] Muhammed Şahin Istanbul Technical University, Turkey [email protected] Amr S. Elnashai
Recent Earthquakes: Implications for U.S. Water Utilities [Project #4408]
Recent Earthquakes: Implications for U.S. Water Utilities [Project #4408] ORDER NUMBER: 4408 DATE AVAILABLE: July 2012 PRINCIPAL INVESTIGATORS: John Eidinger and Craig A. Davis PROJECT PURPOSE: The purpose
Appendix A: Acceptable pipe and fitting materials
Watercare Services Limited Water and Code of Practice Content from the NZS 4404:2010 Land development and subdivision infrastructure has been reproduced for use in the Infrastructure Design s Manual for
Seismic Analysis and Design of Steel Liquid Storage Tanks
Vol. 1, 005 CSA Academic Perspective 0 Seismic Analysis and Design of Steel Liquid Storage Tanks Lisa Yunxia Wang California State Polytechnic University Pomona ABSTRACT Practicing engineers face many
U.S. Army Corps of Engineers
Walla Walla District U.S. Army Corps of Engineers Hurricane Katrina Response Briefer: Joseph Saxon Today s Briefing U.S. Army Corps of Engineers Mission Events leading up to New Orleans flooding Corp s
High Capacity Helical Piles Limited Access Projects
High Capacity Helical Piles Limited Access Projects Tel 403 228-1767 Canada, USA, Russia Brendan ODonoghue 519 830-6113 Presentation Summary 1. Helical piles Background on large diameter shafts and helices
Seismic Design and Performance Criteria for Large Storage Dams
Seismic Design and Performance Criteria for Large Storage Dams Dr. Martin Wieland Chairman, ICOLD Committee on Seismic Aspects of Dam Design Poyry Switzerland Ltd., Zurich, Switzerland Integral Dam Safety
Education. Continuing Education. Professional Experience
Home: 4181 Country Club Drive Long Beach, CA 90807 562-427-8165 Contact Info: [email protected] [email protected] Cell 562-343-0226 Education Doctor of Philosophy, Biological Sciences, 1979 University of
STRATEGIC CONSULTING AND INDUSTRY ADVISORY SERVICES Due Diligence and Advisor to Lenders and Investors
For over 20 years, Baker & O'Brien consultants have acted as "Technical Advisor" on major energy projects. In this role, we often perform a technical and economic due diligence analysis of the project.
Proceedings of the ASME 27th International Conference on Offshore Mechanics and Arctic Engineering OMAE2008 June 15-20, 2008, Estoril, Portugal
Proceedings of the ASME 27th International Conference on Offshore Mechanics and Arctic Engineering OMAE2008 June 15-20, 2008, Estoril, Portugal OMAE2008-57802 ARCTIC PIPELINE DESIGN CONSIDERATIONS D. DeGeer
A World Class Manufacturer of Induction Bends
A World Class Manufacturer of Induction Bends COFELY FABRICOM BENDING A leading position in bending High Flexibility and Close Tolerances As a world leading manufacturer of pipe bends, produced by induction
Cornell University LADWP SHORT COURSE & WORKSHOP
CASE STUDY: LIFELINE RESILIENCE- LOS ANGELES DEPARTMENT OF WATER & POWER Tom O Rourke Cornell University 1200 km2 Los Angeles N 200 km 40 km Los Angeles Department of Water and Power (LADWP) Serves 4.0
Kodiak Deepwater Project Challenges and Solutions
Kodiak Deepwater Project Challenges and Solutions Marine Technology Society September 24, 2015 Deep Gulf Energy II, LLC Overview of Deep Gulf Energy Companies Deep Gulf Energy Background Exploration and
Houston Contracting Company, Inc.
Houston Contracting Company, Inc. Houston Contracting Company, Inc. Overview AES - Houston Contracting Company (HCC), our union subsidiary, provides pipeline construction and maintenance, building and
ICOLD POSITION PAPER ON DAM SAFETY AND EARTHQUAKES
ICOLD POSITION PAPER ON DAM SAFETY AND EARTHQUAKES August 2012 Dam Safety and Earthquakes Position Paper of International Commission on Large Dams (ICOLD) Prepared by ICOLD Committee on Seismic Aspects
Earthquake Resistant Design and Risk Reduction. 2nd Edition
Brochure More information from http://www.researchandmarkets.com/reports/2171210/ Earthquake Resistant Design and Risk Reduction. 2nd Edition Description: Earthquake Resistant Design and Risk Reduction,
DR. DONALD ALEXANDER BRUCE. GEOGRAPHIC BASE: Pittsburgh, PA. TYPE OF COMPANY: Sole Proprietor RESUMÉ
P.O. BOX 237, VENETIA, PA 15367 PHONE: 724-942-0570 FAX: 724-942-1911 EMAIL: [email protected] WEBSITE: WWW.GEOSYSTEMSBRUCE.COM DR. DONALD ALEXANDER BRUCE SPECIALTY/SKILLS: Specialty geotechnical
Jackson Gulch Outlet Canal Rehabilitation Project
Jackson Gulch Outlet Canal Rehabilitation Project Preliminary Budgetary Estimate for Rehabilitation February 2004 Prepared for the Mancos Water Conservancy District Jackson Gulch Reservoir 42888 County
Testimony of Mr. Robert J. Fenton, Jr. Assistant Administrator for Response, Office of Response and Recovery Federal Emergency Management Agency U.S. Department of Homeland Security Before House Committee
Civil Engineering Graduate Studies at Colorado School of Mines
Message from Dr. Terry Parker, Engineering Division Director Engineering has historically been a field that applies scientific knowledge to the needs of society by producing technological devices and systems.
4.6 GEOLOGIC AND SEISMIC HAZARDS
4.6 GEOLOGIC AND SEISMIC HAZARDS This Section describes the current conditions relating to the geologic and seismic characteristics of the City of Cypress. This Section concludes with an analysis of geologic
Growth Faulting, Associated Geologic Hazards, Economic & Regulatory Impact, and Methods of Investigation for the Houston, Texas Area
Growth Faulting, Associated Geologic Hazards, Economic & Regulatory Impact, and Methods of Investigation for the Houston, Texas Area GSA / AEG-Tx Growth Fault Symposium Texas A&M University, College Station,
INDIAN STANDARDS FOR NATURAL GAS PIPELINE SYSTEM
INDIAN STANDARDS FOR NATURAL GAS PIPELINE SYSTEM 1. IS 15663(Part 1):2006 This code covers requirements and recommendations for the design, materials, construction and testing of pipelines made of steel
SOCALGAS APROACH TO PIPELINE INTEGRITY
SUMMER 2011 SOCALGAS APROACH TO PIPELINE INTEGRITY Southern California Gas Company (SoCalGas ) is committed to providing clean, safe and reliable natural gas to its customers and takes important steps
Earthquake damage in wastewater systems and postearthquake repair methods; limitation and practice
Earthquake damage in wastewater systems and postearthquake repair methods; limitation and practice M. R. Zare 1, S. Wilkinson 2, R. Potangaroa 3 1. PhD candidate, University of Auckland, Auckland, New
Society of American Military Engineers Omaha District
Society of American Military Engineers Omaha District Kim Thomas Deputy Chief, Plans, Programs, and Project Management Division Omaha District July 21, 2015 US Army Corps of Engineers Omaha District Spotlight
The Engineering Science of Oil Pipelines
The Engineering Science of Oil Pipelines From the Keystone XL pipeline project to spills and leaks in existing lines, pipelines are in the news. The SMCC has prepared this backgrounder on crude oil and
Frequently Asked Transmission Pipeline Questions
Frequently Asked Transmission Pipeline Questions Who is PennEast, LLC? PennEast was formed by the partnership of AGL Resources, NJR Pipeline Company, South Jersey Industries and UGI Energy Services (UGIES).
List of Graduate Level Courses in Civil Engineering
List of Graduate Level Courses in Civil Engineering Students should visit the York University courses web site for a listing of courses being offered (https://w2prod.sis.yorku.ca/apps/webobjects/cdm) during
Understanding the Seismic Vulnerability of Water Systems
Understanding the Seismic Vulnerability of Water Systems Lessons Learned and What You Can Do Donald Ballantyne October 2, 2013 Regional Water Providers Consortium Board Overview Oregon Resilience Plan
CONTRACT SPECIFICATIONS - SEISMIC ISOLATION BEARINGS
CONTRACT SPECIFICATIONS - SEISMIC ISOLATION BEARINGS 1.0 DESIGN 1.1 Scope of Work 1.1.1 This work shall consist of furnishing Isolation Bearings and installing Isolation Bearing Assemblies at the locations
TECHNICAL INFORMATION
Page: 1/6 This checklist recognizes the major accident hazards found by experience of previous HAZID studies. It is not intended to be totally exhaustive and feedback from users should be incorporated
District of Columbia State Data Center Quarterly Report Summer 2007
District of Columbia State Data Center Quarterly Report Summer 2007 Commuting to Work: Bike? Walk? Drive? Introduction by Joy Phillips Robert Beasley In 2005, 45 percent of District residents drove to
Total Subsea Solutions
Total Subsea Solutions Total Subsea Solutions Developing new energy reserves, managing, and improving producing fields means an unprecedented number of technical challenges. In partnership with our customers,
STRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.
STRUCTURES 1. General. Critical structures may impact the integrity of a flood control project in several manners such as the excavation for construction of the structure, the type of foundation, backfill
INTERNATIONAL SCIENTIFIC AND EDUCATIONAL CENTER «ARCTIC»
SCHOOL OF EGINEERING INTERNATIONAL SCIENTIFIC AND EDUCATIONAL CENTER «ARCTIC» «ICE MECHANICS» ANNUAL INTERNATIONAL WINTER COURSE VLADIVOSTOK RUSSIA RUSSIAN FAR EASTERN RESEARCH SCHOOL OF MARINE ENGINEERING
Aligning Natural and Built Infrastructure for
Aligning Natural and Built Infrastructure for Houston Climate Resilience National Exercise Program (NEP) Houston Climate Change Preparedness & Resilience Workshop Edmond J. Russo, Jr., PhD, PE, D.CE, D.NE,
How can we defend ourselves from the hazard of Nature in the modern society?
How can we defend ourselves from the hazard of Nature in the modern society?, University of Bologna President of the EGU Division of Natural Hazards Email: [email protected] [email protected] GIFT 2013 Natural
Peter M. Stork, Ph.D.
Curriculum Vitae Peter M. Stork, Ph.D. 4837 Steeler Blvd., Pittsburgh, PA 15213 Home: (412) 555-4567 Office: (412) 555-2982 E-mail: [email protected] OBJECTIVE Seeking high-profile teaching and research
Ken Ross. Professional Experience. Insurance Claims Consulting
Ken Ross Associate Director Navigant Consulting (PI) LLC * Direct: 713-646-5036 Fax: 713-646-5001 [email protected] Professional History Navigant Consulting, Inc. 2008 to present Echelon
Resume. Thom L. Neff, PhD, President OckhamKonsult: Strategic Infrastructure Management Consulting. 21 Beacon Street tompino38@gmail.
Resume Thom L. Neff, PhD, President OckhamKonsult: Strategic Infrastructure Management Consulting 21 Beacon Street [email protected] Suite 5 I 617 320 9936 (mob) Boston MA 02108 B.S Civil Engineering
DOUGLAS A. KAGE, P.E.
DOUGLAS A. KAGE, P.E. Douglas A. Kage, a Principal with Long International, is a Professional Engineer and has over 30 years of experience in the areas of construction claims, project control, project
SEISMIC UPGRADE OF OAK STREET BRIDGE WITH GFRP
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 3279 SEISMIC UPGRADE OF OAK STREET BRIDGE WITH GFRP Yuming DING 1, Bruce HAMERSLEY 2 SUMMARY Vancouver
4.11 Geologic and Soil Resources
4.11 Geologic and Soil Resources Geology and soils are evaluated as part of an environmental document because conditions in the project area can influence the type and size of a project s structure, the
Potential Impacts of Hydrofracturing on Dam & Levee Safety
Potential Impacts of Hydrofracturing on Dam & Levee Safety Anita Branch, P.E. Senior Geotechnical Engineer Dam Fort Safety Worth Production District Center, Tulsa SAGEEP, 29 March 2012 29 January 2013
The correct answers are given below. Some talking points have been added for the teachers use.
Natural Resources Canada 2011: Lesson Plan Grades 11 and 12 Landslide activity 5b: Landslides in Canada quiz Description: This is an independent study activity for grades 11 and 12. Students will read
Pipeline Engineering and Field Services
Pipeline Engineering and Field Services Field Services Professionals Your Reliable Partner Mustang s Pipeline Field Services Group is recognized by the industry as a reliable partner for providing a complete
DEPARTMENT OF PETROLEUM ENGINEERING Graduate Program (Version 2002)
DEPARTMENT OF PETROLEUM ENGINEERING Graduate Program (Version 2002) COURSE DESCRIPTION PETE 512 Advanced Drilling Engineering I (3-0-3) This course provides the student with a thorough understanding of
Asset Management Conformity Assessment Fitness for Service QHSE. Oil & Gas Services and Tools. For the benefit of business and people
Asset Management Conformity Assessment Fitness for Service QHSE Oil & Gas Services and Tools For the benefit of business and people Services along the whole life of Facilities Bureau Veritas services can
vulcanhammer.net This document downloaded from
This document downloaded from vulcanhammer.net since 1997, your source for engineering information for the deep foundation and marine construction industries, and the historical site for Vulcan Iron Works
Advanced GIS for Loss Estimation and Rapid Post-Earthquake Assessment of Building Damage
Advanced GIS for Loss Estimation and Rapid Post-Earthquake Assessment of Building Damage Thomas D. O Rourke and Sang-Soo Jeon, Cornell University and Ronald T. Eguchi and Charles K. Huyck, Image Cat, Inc.
John P. Masek, PE, SE Summary of Education and Experience
EDUCATION Washington University, Saint Louis, Missouri, B.S. Civil Engineering, 1981 Washington University, Saint Louis, Missouri, M.S. Structural Engineering, 1981 GPA= 3.6/4.0 Thesis: A Comparison of
ENERGY COST INDEX 2012: RANKING THE STATES
ENERGY COST INDEX 2012: RANKING THE STATES Raymond J. Keating Chief Economist Small Business & Entrepreneurship Council June 2012 Protecting small business, promoting entrepreneurship www.sbecouncil.org
GIS Characterization of the Los Angeles Water Supply, Earthquake Effects, and Pipeline Damage
GIS Characterization of the Los Angeles Water Supply, Earthquake Effects, and Pipeline Damage by Thomas D. O Rourke, Selcuk Toprak and Sang-Soo Jeon, Cornell University Research Objectives The objectives
Natural Gas Monthly. October 2015. Office of Oil, Gas, and Coal Supply Statistics www.eia.gov. U.S. Department of Energy Washington, DC 20585
Natural Gas Monthly October 2015 Office of Oil, Gas, and Coal Supply Statistics www.eia.gov U.S. Department of Energy Washington, DC 20585 This report was prepared by the U.S. Energy Information Administration
Sewers Float and other aspects of Sewer Performance in Earthquakes
Sewers Float and other aspects of Sewer Performance in Earthquakes Presented by Donald Ballantyne, PE Niigata Japan, 1964 Overview Introduction Earthquake Hazards Historic Damage Seattle 1965 Loma Prieta
April 17, 2015 SUMMARY OF SUBJECT MATTER
April 17, 2015 SUMMARY OF SUBJECT MATTER TO: FROM: RE: Members, Subcommittee on Water Resources and Environment Staff, Subcommittee on Water Resources and Environment Hearing on A Review of the President
Sewer Pipe Lining An Economic Solution for Pipe Rehabilitation By Tawana Albany Nicholas, Virgin Islands Waste Management Authority
Sewer Pipe Lining An Economic Solution for Pipe Rehabilitation By Tawana Albany Nicholas, Virgin Islands Waste Management Authority Abstract The United States Virgin Islands Waste Management Authority
Jeffrey D. Wiese Associate Administrator for Pipeline Safety
U.S. Department of Transportation Pipeline and Hazardous Materials Safety Administration NOV 1 Z 2015 1200 New Jersey Ave, 5.E. Washington, D.C. 20590 VIA CERTIFIED MAIL AND FAX TO: 713-646-4378 Mr. Troy
Integrity Management Products and Services Rehabilitation and Maintenance Services and Project Services
SM Integrity Management Products and Services Rehabilitation and Maintenance Services and Project Services Safety Our workforce is our most important asset. Through our commitment to safety excellence,
Tsunami Inundation Maps
1946 1964 Today Tomorrow Tsunami Inundation Maps For Emergency Response Planning Available at www.tsunami.ca.gov Multi-year project covers all low-lying populated coastal areas 20 counties and over 75
BLADDER SURGE CONTROL SYSTEM
PART I GENERAL 1.01 Description BLADDER SURGE CONTROL SYSTEM This specification describes the requirements for a Bladder Surge Control System. The purpose of the system is to minimize transient pressures
Master Class. Electrical and Instrumentation (E &I) Engineering for Oil and Gas Facilities
Master Class Electrical and Instrumentation (E &I) Engineering for Oil and Gas Facilities What you will learn: Skills and competencies in E&I oil and gas engineering Knowledge of the latest technologies
Adopting Disaster Resilient Construction at the Local Level
Adopting Disaster Resilient Construction at the Local Level Sponsored by The Concrete Joint Sustainability Initiative (CJSI) Presenter Biographies August 2012 Dean Frank, P.E., LEED GA Dean Frank is Director
Natural Gas Monthly. May 2016. Office of Oil, Gas, and Coal Supply Statistics www.eia.gov. U.S. Department of Energy Washington, DC 20585
Natural Gas Monthly May 2016 Office of Oil, Gas, and Coal Supply Statistics www.eia.gov U.S. Department of Energy Washington, DC 20585 This report was prepared by the U.S. Energy Information Administration
An Approach To Oil Spill Containment For Floating Drilling Operations In Canadian Beaufort Sea Pack Ice Conditions
For Floating Drilling Operations In Canadian Beaufort Sea Pack Ice Conditions Canada - US Northern Oil and Gas Research Forum Calgary, Alberta December 2 nd, 2010 An Overview An Overview Of Same Season
http://agnis/sites/amsissuances/shared%20documents/282.7.htm
Page 1 of 5 Directive Status List of Attachments Abatement of Air and Water Pollution at Federal Facilities I PURPOSE This Instruction sets forth policy and responsibilities in the Agricultural Marketing
Session: HDPE Pipe Test Rafael Ortega, Vice President, Lockwood, Andrews & Newnam
Session: HDPE Pipe Test Rafael Ortega, Vice President, Lockwood, Andrews & Newnam Education Master of Business Administration University of Houston, 1985 Bachelor of Science, Civil Engineering University
Victaulic Depend-O-Lok Couplings. STI / SPFA Pipe Section Meeting January 14, 2011
Victaulic Depend-O-Lok Couplings STI / SPFA Pipe Section Meeting January 14, 2011 What is the Depend-O-Lok (D-O-L) family of products? Bolted split-sleeve type coupling per AWWA C227. Core products ExE
Susan A. Brink. Summary
[email protected] Susan A. Brink Summary Hertzstraße 16 76187 Karlsruhe Civil engineer with a PhD and research experience in computer modeling and assessment of risk, disaster response and recovery and significant
Evaluating the Condition of Seawalls/Bulkheads
Volume 2 Evaluating the Condition of Seawalls/Bulkheads By: Coastal Systems International, Inc. Typical bulkhead under construction Seawalls and bulkheads (walls) provide shoreline stabilization for many
Risk Based Asset Management
Document number Risk Based Asset Management turning policy into operational excellence Dave Oesterholt DNV GL Oil & Gas - Groningen Office, NL Monday, 2 December 2013 Location Groningen, NL: Gas Consulting
LIFELINE PIPELINE RESTORATION AND SEISMIC MITIGATION
LIFELINE PIPELINE RESTORATION AND SEISMIC MITIGATION Le Val LUND 1 And P E M ASCE 2 SUMMARY A number of methods are discussed which can be used for lifeline pipeline rehabilitation and improving the seismic
JUBILEE TECHNICAL TRAINING CENTRE TAKORADI POLYTECHNIC 2015 TRAINING PROGRAMMES
JUBILEE TECHNICAL TRAINING CENTRE TAKORADI POLYTECHNIC 2015 TRAINING PROGRAMMES Main Courses Duration: 26 weeks 1. NVQ Level 2 Performing Process Operation in Replicating Environment 2. NVQ Level 2 Performing
DIVERSIFICATION INTEGRITY MARKETS SERVED BUILT ON BUILT ON
BUILT ON DIVERSIFICATION Saulsbury Industries is a full-service Engineering, Procurement and Construction (EPC) contractor that has provided engineering, general construction, and electrical and maintenance
Earthquake Hazards and Risks
Page 1 of 7 EENS 3050 Tulane University Natural Disasters Prof. Stephen A. Nelson Earthquake Hazards and Risks This page last updated on 28-Aug-2013 Earthquake Risk Many seismologists have said that "earthquakes
Permafrost in Marine Deposits at Ilulissat Airport in Greenland, Revisited
NICOP IX International Conference on Permafrost University of Alaska Fairbanks 2008 Session 28: Cold Regions Infrastructures and Transportation Permafrost in Marine Deposits at Ilulissat Airport in Greenland,
ENGINEERING-BASED EARTHQUAKE RISK MANAGEMENT
ENGINEERING-BASED EARTHQUAKE RISK MANAGEMENT MRP Engineering Newsletter February 2012 The world recently experienced several major earthquakes, which caused severe local impacts and major worldwide repercussions.
SECTION 8 Industrial Facilities Field Investigation
SECTION 8 Industrial Facilities Field Investigation Types of Data to Be Collected and Recorded Warehouses, manufacturing facilities, energy-producing facilities, and factories should be inspected for performance
AmericanLifelinesAlliance
AmericanLifelinesAlliance A public-private partnership to reduce risk to utility and transportation systems from natural hazards and manmade threats Seismic Guidelines for Water Pipelines March 2005 AmericanLifelinesAlliance
