Engineering & Environmental Research |
|||||
DF Dickins Associates Ltd.
|
![]() |
||||
|
Projects: Offshore EngineeringSelected Offshore Engineering Projects![]() Testing a model lifeboat in the NRC test tank, Ottawa. Photo: G. Timco for International Standards Organization (ISO) 2003-2006 The Escape, Evacuation and Rescue Chapter of the ISO WG8 AS25B Arctic Structures Standard is now in the final review stages pending formal adoption by the International Standards Organization in 2008/09. David Dickins participated as a member of the initial committee led by Jim Poplin of ExxonMobil, assisting with developing the new standard in the initial three years of a lengthy process began in 2003. As part of this development, David teamed with Garry Timco of the National Research Council Canada to co-author a paper entitled “Environmental Guidelines for EER Systems in Arctic Waters” – see publications under Environmental Research.
ERS-1 Sea Ice Analysis ERS-1 radar satellite imagery was used to identify general sea ice conditions off the Russian Yamal Peninsula in the Kara Sea. Specific mapping details included lead systems, areas of ice deformation, shear zones, and landfast ice edges. Results were used to plan pipeline routes and port sites.
Beaufort Sea Extreme Wave Study The company recommended different statistical approaches to account for the presence of the pack ice edge location in hind casting the worst storm events over the past 25 years.
Review of Ocean Models: Research, Development, and Operation Dickins Associates prepared a summary of wave, current, and oil spill trajectory models, focusing on operational needs in Canada.
Arctic Offshore Environmental Design Summary Dickins completed an engineering "handbook" of all
relevant offshore design parameters of interest to structural and marine
engineering
groups planning
Chukchi Sea developments.
Ice/Scour Interaction The objectives of this study were to investigate all potential correlations between observations of the sea ice canopy (movement, morphology, old ice concentration) and seabed mapping of ice scours (frequency, depth and orientation) in the Beaufort Sea.
Verification of New Canadian Offshore Design Codes Dickins acted as the prime contractor (with Sandwell Swan Wooster Inc.) responsible for exercising CSA's new offshore design codes for arctic drilling structures. The available probabilistic models and environmental databases were evaluated to determine whether the probabilistic approach to offshore design, based on specified target safety levels, is practical and usable within the framework of existing ice knowledge.
Route Specific Ice Conditions This study evaluated environmental conditions along five potential marine transportation and pipeline routes to the Amauligak offshore oil discovery for hovercraft, vessels and pipelines.
Ice Conditions at Beaufort Sea Drilling Sites This study provides a detailed statistical description of the physical environment at five potential drilling sites between Point Barrow and Barter Island. Emphasis was placed on a realistic appraisal of the summer drilling window, taking into account ice interruptions, pack ice movements and whale migration. Other important considerations included superstructure icing and ice gouging.
Pipeline Repair Study DF Dickins Associates evaluated environmental conditions and expected oilspill situations along a potential pipeline route extending twenty miles offshore. The primary study objective was to assess pipeline repair techniques in the Alaskan Beaufort Sea.
Summary of Operating Conditions, Kulluk and Molikpaq (3 Volumes) These field guides review all available ice information for the southern Beaufort Sea, and summarize important offshore conditions affecting the operation of Gulf's drilling systems.
Evaluation of McKinley Bay Ice Movements This project involved field and analytical determinations of the causes and effects of the large scale ice movements experienced in December 1979 in the Dome winter anchorage. Calculations were made of probability and severity of wind stress likely to cause ice pile-ups in different directions. |
||||||||||||||||||||||||||||||||||||||||||||