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BENCH SCALE KARST MODELS:

Lee Florea
Dr. Carol Wicks, Thesis Supervisor

ABSTRACT

Modeling the transport of solutes through karst aquifers is difficult due to the complex nature of these aquifers. A traditional Darcian approach is inappropriate because the basic assumption is not valid. Simple pipe flow models are unusable when information on passage geometry is not known. An output response or "black box" method of modeling can be used where the relation between solute input function and output response function is used to describe solute transport through the aquifer.
Bench-scale models of branchwork and network karst aquifers were created from ceramic materials. The sites and distributions of the conduits were scaled according to those found in nature. One molar NaCl was injected sequentially at ten locations on both models. A short duration and long duration input were used. The solute breakthrough curves were recorded. A kernel function was calculated and analyzed using the method of moments. The results were compared to a path efficiency parameter developed in this study. Comparisons to field and laboratory studies were made.
It was found that conduit morphology does have an effect upon the overall response of the model to solute input functions. The results indicate that if a transport path is less efficient; the lag time, the time to maximum value of kernel, the mean residence time, and the variance will tend to increase. These output responses were found to be sensitive to the duration of the input function. The output responses from the solute injections were also found to correlate to the path length. The results show that the 1-mL input function and 6-mL input function display greater lag times, times to peak, mean residence times, and variances at distal test locations than at proximal test locations for both conduit morphologies. The kernel functions in this study show similar characteristics to those derived from field locations and to those derived from related laboratory studies.


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