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- W1581569666 abstract "Fractured rock masses can be characterized by rapid changes in hydraulic conductivity. In this study, the fully characterized pore space geometry for a 0.055 m section of a fracture plane was used to evaluate approaches to developing input parameters for a finite element flow model; average values, random number generated values, and values that reflect the spatial variability of the fracture pore space. Modeled flowrates based on input parameters that reflect the measured spatial variability matched the measured flowrates but not the model flows produced by other input parameters. Clearly, incorporating spatial variability in numerical model inputs provides a more realistic simulation of experimental data than simply assigning averages or random variability to model inputs. The same pore space and flow measurement data were used to demonstrate the scaling-up effect where, for this data set, sub-samples, each, equal to 0.73% of the total sample area and with a combined area equal to 21.78% of the total sample area gave the density and scale (i.e., scale effect) of hydraulic conductivity measurements that were required to obtained a close match between the measured and computed flowrates. The numerical model simulations show that with increasing size of the subsamples the predicted flowrates rapidly converged on the measured flowrates. The spatial variability approach provided in this work, applies equally to both fractured and porous media." @default.
- W1581569666 created "2016-06-24" @default.
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- W1581569666 date "2015-06-12" @default.
- W1581569666 modified "2023-09-26" @default.
- W1581569666 title "Comparison of Simulated Flow in a Discrete Fracture Laboratory Sample Based on Measured Average and Spatially Varying Hydraulic Conductivity" @default.
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- W1581569666 doi "https://doi.org/10.1002/9781118877517.ch10" @default.
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