Experimental and numerical study of solute transport through saturated fractured porous aquifer

• Main Author: Amoah, Nelson
• Format: Thesis
• Language: English
• Published: Memorial University of Newfoundland 1997
• Subjects: Canada; Newfoundland
• Online Access: https://research.library.mun.ca/6621/; https://research.library.mun.ca/6621/1/NelsonAmoah_1.pdf; https://research.library.mun.ca/6621/3/NelsonAmoah_1.pdf

The evaluation of groundwater pollution in different subsurface media has always been a challenging task. The knowledge required for the conceptual basis for analysis is often insufficient. Site specific data are usually not available. In fractured formations further difficulties arise since contaminant migration patterns are influenced in a complex way by the variability of fracture characteristics. In addition many numerical models have been found to be inefficient in handling the equations governing subsurface contaminant transport. This means that the investigator is confronted with several sources of uncertainties arising from both the input data and the numerical model itself. -- This thesis presents a field experiment and numerical study of solute transport through a saturated fractured aquifer located in St. John's, Newfoundland, Canada. The aquifer at the test site consists of a thin glacial till overlying a fractured bedrock. The investigation comprised two parts. The first part involved several months of groundwater level monitoring, in situ tests for hydraulic conductivity and study of the groundwater chemistry. High spatial variability of hydraulic conductivity in the bedrock aquifer was observed. The second part involved two natural gradient tracer tests. Experimental results indicate that there is limited hydraulic communication between the overlying till and the fractured bedrock. Tracer migration patterns in the bedrock suggest a dense network of highly interconnected fractures which cannot be represented on individual scale. Tracer migration in the bedrock showed no evidence of flow channeling. The concentration distribution has been represented by breakthrough curves. -- Knowledge from the field study has been used to develop an efficient numerical model for solute transport based on the advection-dispersion equation. The numerical model was based on the dual reciprocity boundary element method (DRBEM). A new approach in the application of this technique to a class of non-linear, ...