scholarly journals Investigating the scale of structural controls on chlorinated hydrocarbon distributions in the fractured-porous unsaturated zone of a sandstone aquifer in the UK

2006 ◽  
Vol 14 (8) ◽  
pp. 1470-1482 ◽  
Author(s):  
Adrian Lawrence ◽  
Marianne Stuart ◽  
Colin Cheney ◽  
Neil Jones ◽  
Richard Moss
2013 ◽  
Vol 17 (6) ◽  
pp. 2083-2096 ◽  
Author(s):  
A. M. Ireson ◽  
A. P. Butler

Abstract. Quantification of the timing and magnitude of point-scale groundwater recharge is challenging, but possible at specific sites given sufficient high spatial and temporal resolution field observations, and a suitable physically based model. Such models are generally too computationally intensive and have too many unknown parameters to be practically applicable within distributed, larger-scale hydrological or groundwater models. This motivates the need for simpler recharge models, which are widely used within groundwater models. However, it is important that these models are able to capture adequately the unsaturated zone flow processes. We perform an inter-comparison of recharge simulated by a detailed physically based model and a simple recharge model, with both models applied to a field site in the fractured porous Chalk in the UK. Flow processes are simulated convincingly using a dual permeability, equivalent continuum, vertically heterogeneous, Richards' equation model, applied to a 2-D hillslope transect. A simple conventional recharge model was then calibrated to reproduce the water table response simulated by the physically based model. The performance in reproducing the water table was surprisingly good, given the known discrepancies between the actual processes and the model representation. However, comparisons of recharge fluxes simulated by each model highlighted problems with the process representations in the simple model. Specifically, bypass flow events during the summer were compensating for recharge that should have come from slow, continual drainage of the unsaturated zone. Such a model may still be useful for assessment of groundwater resources on a monthly basis, under non-extreme climatic conditions. However, under extreme wet or dry conditions, or under a changed climate the predictive capacity of such models is likely to be inadequate.


1985 ◽  
Vol 20 (3) ◽  
pp. 76-91 ◽  
Author(s):  
Howard D Robinson ◽  
John L Lucas

Abstract In recent years the effectiveness and reliability of “dilute and disperse” type landfills has been the subject of much debate. Much research has been reported which supports the view that intergranular unsaturated zones beneath sites can provide a high degree of aquifer protection, although detailed and continuing monitoring of such zones has been extremely rare. Aspinwall and Company are carrying out a major research project on behalf of the UK Department of the Environment at a landfill site in Southern England, which is operated by ARC South Eastern. The design of this landfill was produced by Aspinwall and Company, and is innovative in that it has incorporated an engineered, semi-permeable, attenuation blanket, using locally-available calcareous sands and silt, emplaced to a minimum height of 6 m above the water table. The site has a licence to deposit up to 1300 tonnes per day of domestic wastes derived from London. In early 1982 one portion of the quarry floor was selected for a programme of research, and over 100 instruments and sampling devices were installed before waste disposal began. A drilling programme during the summer of 1984 allowed further sampling, and the installation of more instruments within the wastes themselves, now about 2b to 30 m deep. This paper summarises and describes data obtained over the 3-year monitoring period to early 1985. The performance of the unsaturated zone is assessed, in terms of the attenuation of inorganic ions such as ammonia and chloride, and degradation of organic compounds such as fatty acids, which have occurred as leachate and gases have migrated from the wastes.


1997 ◽  
Vol 1 (2) ◽  
pp. 291-302 ◽  
Author(s):  
L. Slater ◽  
M. D. Zaidman ◽  
A. M. Binley ◽  
L. J. West

Abstract. Abstract: Better understanding of field-scale unsaturated zone transport mechanisms is required if the fate of contaminants released at the surface is to be predicted accurately. Interpretation of results from direct tracer sampling in terms of operative hydraulic processes is often limited by the poor spatial coverage and the invasive nature of such techniques. Cross-borehole electrical imaging during progress of saline tracer migration is proposed to assist investigation of field-scale solute transport in the unsaturated zone. Electrical imaging provides non-destructive, high density and spatially continuous sampling of saline tracer transport injected over an area of the ground surface between two boreholes. The value of electrical imaging was tested at a field site on an interfluve of the UK Chalk aquifer. Improved understanding of active transport mechanisms in the unsaturated zone of the UK Chalk is required to predict its vulnerability to surface pollutants. In a tracer experiment in May 1996, a conductive saline tracer was infiltrated over 18 m2 at an average rate of 47 mm day-1 for 56 hours. Cross-borehole images obtained during and after infiltration show a large, homogenous, resistivity reduction in the top 3 m, no change between 3 m and 6 m depth, and smaller, inhomogeneous, resistivity reductions below 6 m depth. The resistivity has reduced at down to 15 m depth less than 2 days after tracer infiltration began. Hydrological interpretation of a sequence of electrical images obtained prior to, during, and up to three months after tracer injection suggests: (1) rapid tracer entry into the soil zone and upper 2 m of weathered Chalk, (2) intergranular transport of the bulk of the tracer, (3) a significant fissure flow component transporting tracer to at least 15 m depth in 31 hours, and (4) vertical changes in transport mechanisms possibly caused by interception of fissures by marl layers. The results of this experiment suggest that electrical imaging can assist the description of unsaturated zone hydraulic mechanisms through visual identification of spatial and temporal variations in transport processes.


2019 ◽  
Vol 27 (8) ◽  
pp. 2835-2855 ◽  
Author(s):  
Giacomo Medici ◽  
L. Jared West ◽  
Nigel P. Mountney ◽  
Michael Welch

Abstract Fluvio-aeolian sedimentary successions host groundwater aquifers at shallow depths (<~0.15 km), which overlie geothermal and shale-gas reservoirs, and nuclear waste repositories at intermediate depths (~0.15–2.0 km). Additionally, such deposits represent petroleum reservoirs at greater depths (~2.0–4.0 km). The need to improve conceptual understanding of the hydraulic behaviour of fluvial-aeolian sandstone successions over a large depth interval (~0–4 km) is important for socio-economic reasons. Thus, the hydraulic properties of the Triassic Sherwood Sandstone aquifer in the UK have been reviewed and compared to similar fluvio-aeolian successions. The ratio between well-scale and core-plug-scale permeability (Kwell-test/Kcore-plug) acts as a proxy for the relative importance of fracture versus intergranular flow. This ratio (which typically varies from ~2 to 100) indicates significant contribution of fractures to flow at relatively shallow depths (<~0.15 km). Here, permeability development is controlled by dissolution of calcite-dolomite in correspondence of fractures. The observed ratio (Kwell-test/Kcore-plug) decreases with depth, approaching unity, indicating that intergranular flow dominates at ~1 km depth. At depths ≥ ~1 km, dissolution of carbonate cement by rock alteration due to groundwater flow is absent and fractures are closed. Aeolian and fluvial deposits behave differently in proximity to normal faults in the Sherwood Sandstone aquifer. Deformation bands in aeolian dune deposits strongly compartmentalize this aquifer. The hydro-structural properties of fluvio-aeolian deposits are also controlled by mineralogy in fault zones. A relative abundance of quartz vs. feldspar and clays in aeolian sandstones favours development of low-permeability deformation bands.


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