Difference between revisions of "Geology and properties of limestone"
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== Properties of limestone == | == Properties of limestone == | ||
| − | + | Limestone aquifers are often very heterogeneous and the hydraulic parameters can span over wide ranges. | |
| − | + | Moreover, they can have a big spatial variation, both, vertically and horizontally. | |
| − | + | Based on a variety of measurements, different parameters were determined for the Akacievej site. | |
| + | These measurements are described in the chapters [[ Data acquisition | Data acquisition and field methods ]] and [[ Transport parameters and contaminant data | Determination of transport parameters and contaminant data]]. | ||
| + | Table 1 gives an overview of values that were determined for the Akacievej site: | ||
{| class="wikitable" | {| class="wikitable" | ||
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| K_crushed || 5x10^-4 m/s|| crushed limestone conductivity | | K_crushed || 5x10^-4 m/s|| crushed limestone conductivity | ||
| + | |- | ||
| + | | K_matrix || 1x10^-7 m/s || limestone conductivity | ||
|- | |- | ||
| n_matrix || 0.10 - 0.20 || matrix porosity | | n_matrix || 0.10 - 0.20 || matrix porosity | ||
|- | |- | ||
| Ap || 2 mm || typical fracture aperture | | Ap || 2 mm || typical fracture aperture | ||
| − | |||
| − | |||
|- | |- | ||
| B || 20 - 25 m || aquifer thickness | | B || 20 - 25 m || aquifer thickness | ||
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| k_d || 0.5-1.0 L/kg || sorption coefficient for PCE on limestone | | k_d || 0.5-1.0 L/kg || sorption coefficient for PCE on limestone | ||
|} | |} | ||
| + | |||
| + | The sorption behavior for chlorinated solvents on limestone was examined in Salzer (2013). | ||
| + | For chlorinated solvents like PCE, sorption to limestone can be strong (kd values of 0.5-1 L/kg were observed). | ||
Return to [[Content]] | Return to [[Content]] | ||
[[Category:Introduction]] | [[Category:Introduction]] | ||
Revision as of 14:23, 7 February 2017
Geology and hydrogeology
In eastern Denmark, usually glacial Quaternary deposits (clay till, sand) are on top of the limestone aquifers. The uppermost limestone layer is typically a carbonated sand limestone, followed by bryozoan limestone. The carbonated sand limestone is rather evenly and horizontally layered and may contain flint layers and nodules. The bryozoan limestone, in contrast, has typically bank structures. A good description of the geologic stratification is given in the Report [1] (in Danish). Figure 1 shows the typical krono-, bio- and lithostratigraphy in eastern Zealand (Denmark) and Øresundsregion.
Limestone geologies are often heavily fractured and can include almost impermeable chert layers and nodules. Figure 2 shows come cores from boreholes from the Akacievej site, which illustrate the heterogeneity of the limestone there. In such fractured limestone geologies, flow predominantly occurs in the fractures due to a much higher hydraulic conductivity as in the limestone matrix, which typically has a very low hydraulic conductivity, but a relatively high porosity (10-40 Vol.-%). Limestone aquifers are typically anisotropic, which means that their horizontal hydraulic conductivity is higher than in the vertical direction. Especially vertical and subvertical fractures can have a major influence on the anisotropic behavior of limestone aquifers, because the flow happens predominantly along the fractures. Due to that, it is possible that the main flow cannot simply be identified from the head isolines, but the direction of the major fractures has to be considered.
The limestone found at the Akacievej site is a carbonated sand limestone (København Kalk) on top of a bryozoan limestone (Stevns Klint Formation), both with a strongly varying hardness. Due to glacial activity, the uppermost 1-5 meters of the limestone are crushed. Most of the crushed limestone is in the carbonated sand limestone, but at some places it also penetrates into the bryozoan limestone layer. The fractured limestone can contain different kind of fractures: horizontal fractures often caused by decompression, and vertical and subvertical fractures, typically caused by tectonic activities. The orientation of the vertical fractures is often aligned with major faults in the area.
Properties of limestone
Limestone aquifers are often very heterogeneous and the hydraulic parameters can span over wide ranges. Moreover, they can have a big spatial variation, both, vertically and horizontally. Based on a variety of measurements, different parameters were determined for the Akacievej site. These measurements are described in the chapters Data acquisition and field methods and Determination of transport parameters and contaminant data. Table 1 gives an overview of values that were determined for the Akacievej site:
| Parameter | Value | Comment |
|---|---|---|
| K_crushed | 5x10^-4 m/s | crushed limestone conductivity |
| K_matrix | 1x10^-7 m/s | limestone conductivity |
| n_matrix | 0.10 - 0.20 | matrix porosity |
| Ap | 2 mm | typical fracture aperture |
| B | 20 - 25 m | aquifer thickness |
| D_m | 7.5x10^-7 m^2/s | effective diffusivity |
| k_d | 0.5-1.0 L/kg | sorption coefficient for PCE on limestone |
The sorption behavior for chlorinated solvents on limestone was examined in Salzer (2013). For chlorinated solvents like PCE, sorption to limestone can be strong (kd values of 0.5-1 L/kg were observed).
- ↑ Geo/Geus, Geologi, (Copenhagen, 2014)