کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
1743592 | 1522025 | 2010 | 12 صفحه PDF | دانلود رایگان |
![عکس صفحه اول مقاله: Hydraulic characterisation of the Stuttgart formation at the pilot test site for CO2 storage, Ketzin, Germany Hydraulic characterisation of the Stuttgart formation at the pilot test site for CO2 storage, Ketzin, Germany](/preview/png/1743592.png)
The paper presents an approach for the interpretation of hydraulic tests of a CO2 storage reservoir. The sandstone reservoir is characterised by a fluviatile channel structure embedded in a low-permeability matrix. Pumping tests were carried out in three wells, with simultaneous pressure monitoring in each well.The hydraulic parameters (permeability and storativity) and the boundary configurations were calibrated using three different approaches: (i) parameter calibration and type curve interpretation for single-hole tests, (ii) calibration of the entire build-up phase for cross-hole tests, and (iii) calibration of the initial pressure response for cross-hole pumping tests. In addition, the arrival time of the pressure response was determined and provides additional information about the pathways of hydraulic connection.The measured pumping test permeabilities of the formation were much lower than those measured on the cores, which is very unusual. The pumping test permeabilities are mainly between 50 mD and 100 mD (millidarcy), while core samples show a mean aquifer permeability of 500–1100 mD. Based on this it was concluded that some kind of continuous low-permeability structure exists, which was supported by core material. Three possible aquifer configurations were considered. The first and second were derived from traditional pumping test analysis and were conceptualised using flow boundaries. Each of the analyses provides a different result. A method was developed in which these differences were resolved by interpreting the pressure response with respect to its spatial and temporal sensitivity. This solution lead to a third configuration which was mainly based on spatially-variable permeabilities. Taking into account the pumping test results, the geological background and the behaviour of injected CO2, we consider only the third configuration to be realistic. The results are in good agreement with modelled CO2 arrival times and pressure history.
Journal: International Journal of Greenhouse Gas Control - Volume 4, Issue 6, December 2010, Pages 960–971