Identifying Key Parameters Controlling Heat Transport in Discrete Rock Fractures

Monday, October 2, 2017: 1:00 p.m.
Issam Bou Jaoude , Civil Engineering Department, Queen's University, Kingston, ON, Canada
Kent Novakowski, Ph.D, PG , Civil Engineering Department, Queen's University, Kingston, ON, Canada
Bernard Kueper, Ph.D., P.E. , Civil Engineering Department, Queen's University, Kingston, ON, Canada

Understanding heat transfer in fractured rocks is necessary for the proper design of thermal remediation of contaminated sites and the design of energy storage. Numerical modeling of heat transfer, in low porosity fractured rock, is challenging because of the complexity associated with the interaction between fracture, matrix, fluid and the heat source. Of particular importance are the following five parameters; the source configuration, the thermal conduction in the matrix, the velocity of fluid in the fracture, the aperture of the fracture, and the thermal dispersion in the fracture. In this investigation we use factorial analyses (2K) to define which of the five parameters, or combination thereof, significantly influences heat migration in a single fracture setting (parallel plate condition). A 60m block domain was considered with a single horizontal fracture dividing the domain in half. A 10°C uniform temperature was initially set for the model. Two types of constant 11°C heat sources were considered with a point source located in the middle of the fracture, and a line source extending 1 m into the matrix along either side of the fracture. The flow in the matrix was assumed to be extremely small, with isotropic thermal conductivity varying between 0.52 W/m °C and 10.17 W/m °C. The fracture aperture ranged between 100 μm and 2000 μm with velocity varying between 40m/day and 0.5m/day. Thermal dispersivity in the fracture was varied between 1 m and 0.1 m for the longitudinal direction and tenfold less for the traverse direction. HydroGeoSphere was used for the simulations. For the parameter ranges investigated, preliminary results indicate that the most influential factors controlling the heat propagation inside a single fracture setting are the velocity of the fluid in the fracture, fracture aperture size and matrix conduction. Therefore, these parameters should be given better consideration during site characterization.

Issam Bou Jaoude, Civil Engineering Department, Queen's University, Kingston, ON, Canada
Over 10 years of experience in Hydrogeology and Geology. I have been involved in numerous large hydrogeological studies, in Lebanon, Syria, and Pakistan, Canada, Jordan and Liberia. Having a masters in structural geology and a masters in hydrogeology I have been focusing on combining my expertise in structural geology and hydrogeology to research and work in aspects related to groundwater movement and protection in karst and fractured setting. Recently I have been working towards my PhD focusing again on fractured setting but this time involving transport of heat in those setting.


Kent Novakowski, Ph.D, PG, Civil Engineering Department, Queen's University, Kingston, ON, Canada
Kent Novakowski obtained his PhD in Hydrogeology from the University of Waterloo in 1992. He joined the Department of Civil Engineering at Queen’s University in August of 2000 and was appointed Head of the Department in 2009. Prior to Queen’s, Dr. Novakowski led the Groundwater Contamination Project at Environment Canada’s National Water Research Institute in Burlington, Ontario. Dr. Novakowski is one of only a dozen or so scientists and engineers in North America who specialise in the hydrogeology of fractured rock. He has served on three expert panels and chaired a fourth which was focused on Sustainable Water Well Infrastructure in Ontario.


Bernard Kueper, Ph.D., P.E., Civil Engineering Department, Queen's University, Kingston, ON, Canada
Professor Kueper is a popular short-course instructor who has lectured on the topic of DNAPL and LNAPL migration and remediation in courses held in Switzerland, Australia, Denmark, England, the United States, Brazil and Canada. He is a former Associate Editor of the Journal of Ground Water, the Journal of Contaminant Hydrology and the Canadian Geotechnical Journal. Dr. Kueper is the lead editor of the recently completed textbook Chlorinated Solvent Source Zone Remediation, published by Springer Science + Business Media, LLC, New York.