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Tidal Energy Resource Assessment Map for Nova Scotia

March – October 2012

This project used numerical simulations and theoretical calculations to predict not only the power that can be extracted from the flow through a passage but also the reduction in flow through the passage.

Assessing the Far Field Effects of Tidal Power Extraction on the Bay of Fundy, Gulf of Maine and Scotian Shelf

January 2010 – April 2012

The Bay of Fundy and Gulf of Maine system has a natural resonant period very close to the main semi-diurnal lunar tide. This results in the world’s highest tides and strong tidal currents in the Bay of Fundy, particularly in the Minas Channel and Minas Basin.

Geoscience » Source Rock & Depositional Environment

River Sources & Sand Transfer to the Deepwater Lower Cretaceous Scotian Basin

August 2007 – August 2010

This project aims to define the distribution systems for sand and help industry explorers refine their exploration targets and better understand the quality of underground petroleum reservoirs.

Geoscience » Source Rock & Depositional Environment

Reservoir Distribution & Characterization: Shelf to Slope Linked Depositional Systems

August 2007 – August 2010

The objectives of this study are 1) to understand the complexities of shelf-to-slope and slope sedimentation patterns, and 2) to understand the controls inherent in mixed siliciclastic and carbonate shelf-edge depositional systems.  New play concepts were developed that identified significant rew

Geoscience » Source Rock & Depositional Environment

Analysis of Petroleum Systems on the Scotia Shelf using Thermal & Seismic Techniques

August 2007 – July 2010

The objective of this project is to produce new petroleum systems and high resolution seismic velocity models along several transects across the central and NE sectors of the Scotian Slope. Ground-truth from existing wells on the upper slope will be used as benchmarks.

Geoscience » Source Rock & Depositional Environment

Development of Marginal Fields in Offshore Nova Scotia – Phase 1 & 2

June 2009 – June 2010

The reduction in cost of a marginal development is largely attributed to the potential reduction in size of the offshore installation. These types of installations are referred to as ‘minimal platforms’.