Salt Water Intrusion Within a Carboniferous Sandstone Aquifer at Richibucto, New Brunswick As Revealed by Hydrogeophysical and Petrophysical Investigations

Salt Water Intrusion Within a Carboniferous Sandstone Aquifer at Richibucto, New Brunswick As Revealed by Hydrogeophysical and Petrophysical Investigations

Salt water intrusion within a Carboniferous sandstone aquifer at Richibucto, New Brunswick as revealed by hydrogeophysical and petrophysical investigations by Eric Brian Mott B.Sc.E., University of New Brunswick, 2010 A Thesis Submitted in Partial Fulfillment of the Requirements for the Degree of Master of Science in the Graduate Academic Unit of Earth Sciences Supervisor: Karl E. Butler, Ph.D., Department of Earth Sciences Examining Board: Tom A. Al, Ph.D., Department of Earth Sciences Brent Petersen, Ph.D., Department of Electrical and Computer Engineering This thesis is accepted by the Dean of Graduate Studies THE UNIVERSITY OF NEW BRUNSWICK September, 2014 ©Eric Brian Mott, 2014 ABSTRACT Hydrogeophysical surveys have been carried out in the vicinity of Richibucto, New Brunswick, as part of a project to assess the risk that salt water intrusion along the Northumberland Strait could increase over time as a consequence of climate change and rising sea level. The surveys involved electrical resistivity imaging (ERI) measurements along several lines extending inland from the coast in conjunction with geophysical logging of two new and several pre-existing boreholes. The investigation indicates that the elevated salinities that have intermittently affected Richibucto’s municipal wellfield are likely a consequence of salt water upconing beneath pumping wells. Evidence of a salt water wedge extending approximately 200 m inland was also observed beneath one ERI line acquired in a particularly low lying area adjacent to Richibucto Harbour. The results illustrate that ERI surveying can be an effective tool in identifying the extent and modes of salt water intrusion in Carboniferous sandstone aquifers that supply water to many coastal communities along the Northumberland Strait coast. Data interpretation is, however, complicated by the presence of relatively thin, discontinuous layers of electrically conductive shale. With core recovered from boreholes, a relationship was established in the laboratory between the bulk conductivity of rock samples and their pore fluid conductivity. With this relationship, along with a relationship of chloride concentration to water conductivity acquired from water sampling, it was possible to estimate in-situ pore water salinity from borehole resistivity measurements. ii ACKNOWLEDGEMENTS First and foremost, I wish to thank my supervisor, Dr. Karl Butler, for his seemingly endless supply of patience, advice, and support during this research project. I would like to thank the Town of Richibucto for allowing the study and their town manager Sean Sullivan. I would like to thank the New Brunswick Department of Environment for their logistical support this project. Nathan Green, John Nicolas, Dennis Connor, Shawn MacKenzie, Aaron DesRoches and Andrew Ringeri are acknowledged for their field assistance. Jessie Brown is thanked for her work in the laboratory on the core samples. Dr. Larry Bentley of the Department of Geoscience at the University of Calgary is thanked for the use of his resistivity system. I would like to thank the other member of my advisory committee, Dr. Kerry MacQuarrie, for his time, suggestions and advice on this project. I would also like to thank my examining board: Dr. Tom Al and Dr. Brent Petersen. Finally, I would like to thank my family and friends for their support during this project. Funding for this research was provided by Natural Resources Canada and the Departments of Environment of the four Atlantic Provinces, administered through the Atlantic Climate Adaptation Solutions Association (ACASA). iii Table of Contents ABSTRACT ........................................................................................................................ ii ACKNOWLEDGEMENTS ............................................................................................... iii Table of Contents ............................................................................................................... iv List of Tables ..................................................................................................................... vi List of Figures ................................................................................................................... vii List of Symbols, Nomenclature or Abbreviations ............................................................. xi Chapter 1: Introduction ................................................................................................... 1 1.1 Geological setting ................................................................................................. 2 1.2 Hydrogeological setting ........................................................................................ 4 1.3 Relationship to regional hydrogeology ................................................................. 6 1.4 Literature review ................................................................................................... 8 1.5 Thesis structure ..................................................................................................... 9 1.5.2 Thesis structure ........................................................................................... 10 Chapter 2: ERI Method, Data Acquisition and Preliminary Results ............................ 11 2.1 Resistivity methods ............................................................................................. 11 2.1.1 Factors affecting electrical resistivity ......................................................... 11 2.1.2 Field measurements of apparent resistivity ................................................. 12 2.1.3 Electrode arrays for apparent resistivity measurement ............................... 13 2.1.4 ERI survey and inversion methodology ...................................................... 15 2.2 Resistivity surveys at Richibucto ........................................................................ 17 2.2.1 Preliminary resistivity borehole logging ..................................................... 17 2.3 ERI survey in the Richibucto area ...................................................................... 20 2.3.1 Data acquisition .......................................................................................... 21 2.3.2 Inverted ERI sections .................................................................................. 22 Chapter 3: Petrophysical and Geological study of the Richibucto Sandstone Aquifers ... ..................................................................................................................... 40 3.1 Coring and geophysical logging of boreholes UNB1 and UNB2 ....................... 41 3.1.1 Geological and geophysical logs for UNB1 ............................................... 44 3.1.2 Geological and geophysical logs for UNB2 ............................................... 46 3.2 Relating pore water conductivity to chloride concentrations ............................. 48 iv 3.3 Laboratory measurements ................................................................................... 50 3.3.1 Porosity measurements ............................................................................... 52 3.3.2 Rock core resistivity ................................................................................... 54 3.3.3 Electrical formation factor measurements .................................................. 61 Chapter 4: Modes of salt water intrusion as revealed by geophysical and borehole surveys ..................................................................................................................... 64 4.1 Salt water intrusion in the Richibucto wellfield - pumping induced upconing .. 64 4.2 Salt water intrusion along Richibucto coast - a natural gradient ........................ 66 4.3 Conceptual models for SWI in Richibucto aquifers ........................................... 68 4.4 Estimation of in-situ pore water conductivities and salinities from resistivity well logs ............................................................................................................................ 69 Chapter 5: Conclusions ................................................................................................. 73 References ......................................................................................................................... 77 Appendix A: Modelling the effects of a well casing ........................................................ 81 Appendix B: Geophysical Logs for Additional Boreholes in the Richibucto Area .......... 83 Curriculum Vitae v List of Tables Table 1. Information for the wells logged in this study. Elevation is reported in m above Canadian Geodetic Vertical Datum of 1928 (CGVD28). Boreholes UNB1 and UNB2 were filled with bentonite and decommissioned on Nov. 16 - 17, 2011. .. 41 Table 2. Geophysical borehole tools used during the Richibucto field study .................. 44 Table 3. Estimates of pore water conductivity based on long-spacing normal resistivity measurements in boreholes UNB1 and UNB2 and core measurements of electrical formation factor F. Fluid conductivities are reported for a temperature of 25° C as is standard. Inferred chloride concentrations are also shown ............................... 71 vi List of Figures Figure 1.1. Regional map showing the extent of the Maritimes Basin in yellow and the location of Richibucto (red star) (modified from St. Peter, 1993). ......................... 3 Figure 1.2 Bedrock geology map showing the extent

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