Abstract
A methodology for evaluating the efficiency of a soil cover to reduce water infiltration and gas transport has been adapted for coal ash deposits and two dimensions. A cover consisting of two layers, a tight layer and a protecting layer, is studied. Studied design parameters are primarily the slope and the quality of the tight layer. Simulations show that the slope has a minor impact, while the hydraulic conductivity of the tight layer is shown to be of major importance. The calculations indicate that the hydraulic conductivity of the tight layer should be smaller than 10−8 m s−1. However, for longer covers a lower hydraulic conductivity gives overflow indicating that a better lateral drainage must be provided for. This may be obtained by inserting a drainage layer. A negative side-effect, however, is that gas transport may increase due to the lower saturation of the cover. The impact of a high conductivity zone in the tight layer is illustrated with 3D calculations. For example, a weak zone covering 0.5% of the area with a hydraulic conductivity of 10−7 m s−1 (10−9 m s−1 for the rest of the layer) will increase the total water flow through the bottom by about 25%. The gas transport in such a heterogeneous cover will increase totally by a factor of 1.2 and locally by a factor of 5.
Similar content being viewed by others
References
Andersson, S. and Wiklert, P.: 1972, ‘Markfysikaliska undersökningar i odlad jord XXIII: Om de vattenhållande egenskaperna hos svenska jordarter’, Grundförbättring 25, 53–143.
Collin, M. and Rasmuson, A.: 1992, ‘Mathematical Modelling of Water and Oxygen Transport in Layered Soil Covers for Deposits of Pyritic Mine Tailings’, Submitted to Water, Air, and Soil Pollut.
Collin, M. and Rasmuson, A.: 1988, Soil Sci. Soc. Am. J. 52, 1559–1565.
Eriksson, B.: 1981, ‘Den potentiella evapotranspirationen i Sverige’, SMHI Rapporter nr RMK 28.
Green, R. E. and Corey, J. C.: 1971, Soil Sci. Soc. Am. Proc. 35, 3.
Karlsson, L. G.: 1992, ‘Chemical Modelling of Pore Water Composition from PFBC Residuals’, Swedish State Power Board Report UM 1992/4.
KHM (Coal, Health and Environment Study): 1983, The Swedish State Power Board.
Magnusson, M. and Rasmuson, A.: 1983, ‘Transportberäkningar på vittringsförloppet i gruva fall’, The National Swedish Protection Board Report SNV PM 1689.
Millington, R. J. and Shearer, R. C.: 1971, Soil Science 111, 372–378.
Mishra, S., Parker, J. C., and Singhal, N.: 1989, Journal of Hydrology 108, 1–18.
Narasimhan, T. N.: 1975, ‘A Unified Numerical Model for Saturated-Unsaturated Groundwater Flow’, Ph. D. Thesis, Lawrence Berkeley Laboratory, University of California.
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Lindgren, M., Rasmuson, A. Evaluation of water and gas transport in layered soil covers for coal ash deposits: 2d-calculations and impact of a weak zone. Water Air Soil Pollut 77, 97–114 (1994). https://doi.org/10.1007/BF00483052
Received:
Accepted:
Issue Date:
DOI: https://doi.org/10.1007/BF00483052