|Udskriftsvenlig version af siden:|
Udskriftsdato: lørdag 24. juni 2017 kl. 11:24
Sidst ændret: Fredag 21. Sept., 2007
© GEUS stresoil.com
During the first year of the project, field-scale studies were performed on the site. Integrated methods of multi-scale characterisation of fractured media were employed and regional and local hydrogeological / geological models were established. The glacial deposits constitute three different units of till, of which an upper water-lain clay till and a lower basal till are fractured. The units are separated by a flow-till with multiple thin sand stringers. The fracture networks were classified and quantified.
Chemical analyses of soil and groundwater were carried out in order to characterise and quantify the level of contamination. The microbiological activity was investigated in order to evaluate the soil/water capacity for NAPL biodegradation and use bio-stimulation as a site treatment method.
21 hydraulic fractures were established on five experimental cells. One cell was used to measure hydraulic properties and two cells were selected for remediation experiments. Two remediation technologies were selected to be installed: (1) steam injection, and (2) bio-remediation enhanced by air ventilation and two non-fractured cells were prepared for bio-remediation experiments for comparative analysis of the performance of the stimulation technique.
The single-phase transport properties (permeability, formation factor) of disturbed soil samples were measured. An experimental setup was established and tested for determining the effective multiphase transport coefficients of the different types of soils.
During the second year of the project a general geological characterisation and mapping of the distribution and fate of NAPL over the site for the development of fracture network / matrix porosity model has been completed. A conceptual 3D-fracture network model was constructed and the statistical properties of the fracture/matrix framework were calculated. A detailed analysis of the contaminant fate prior to the remediation experiments in the steam injection cell, and the bio ventilation cell were completed in September 2005 (t-sampling) and the results showed that the major pollutant entrapped in the soil of the Kluczewo airport is a kerosene cut, and there is a general increase in the concentration towards the groundwater table. Microbiological characterisation of the site was completed in the spring 2006 and it appears clearly that despite the good intrinsic capacity of the micro flora to mineralise the jet fuel under optimal conditions (accessibility and nitrogen), its capacity to degrade the hydrocarbons associated to the specific soil matrix from the site is very limited. This makes the possibility for a successful biological treatment rather limited. Guidelines for establishment of hydraulic fractures at the Kluczewo site, including investigations of soil mechanics and rheological properties of the fluids/gel used in hydraulic fracturing are in progress, and hydraulic characterisation of cell 2 has been completed. It was not possible to quantify the increase in the influence radius after establishment of hydraulic fractures at 2.5, 3.5 and 4.5 m depth in Cell 2, but a substantial change in the air pressure distribution in the total soil volume in Cell 2 has certainly been observed. There is strong indication that the sand-filled fractures have been by-passing the observation points, properly in an upward dipping angle, and that the injected air travelled through the sand-filled fractures to areas of lower permeability zones. During the t0 -sampling of the two cells the hydraulic fractures were carefully mapped, and combined with the uplift data from the injection of the hydraulic fractures, a detailed 3D-model of the hydraulic fracture distribution were constructed for each cell. The 3D-models and field-scale tests formed the basis for lab-scale experiments necessary for determine the transport properties and remediation performance. The technical solution for the two remediation experiments were designed, constructed, installed and tested in the period September - December 2005 (Fig. 3a and 3b).
Figure 3a: Air pressure permeability test
Figure 3b: Air pressure-flow test
Steam injection experiment
Due to extreme weather conditions in the winter 2005/2006 the testing of the steam injection equipment was postponed until April 2006. In March-April the steam-injection equipment was tested and calibrated. After some problems with the power supply (underground power cables were stolen during the Easter vacation) the steam injection field experiment was initiated on April 18 (Fig. 4). The remediation continued until August 2006 and a number of different injection scenarios was implemented during the experiment, in order to optimize its efficiency. In September the T2 sampling was carried out and the whole cell has been excavated and the hydraulic fractures mapped and prepared for the field excursion during the STRESOIL workshop on 28-29 September 2006.
Bio venting experiment
A number of hydraulic tests were performed in the bio venting cell in order to measure the performance of the hydraulic fractures and a strategy for the remediation set-up and performance of this cell was outlined during the winter and spring 2005/2006. Finally, on 19th of June the bio venting experiments was initiated and both experiments are running satisfactorily. The experiments are carefully monitored and samples of condensate from the steam injection as well as samples of gas from the bio venting cell are collected according to a carefully outlined protocol. The Bio-remediation is scheduled to continue for a 9-12 month period depending on the potential extension of the project.
Figure 4: Testing of the steam remediation set-up
A new method was developed for the characterization of the pore structure of soil matrix by combining BSEM images, datasets from Hg porosimetry tests, and inverse modelling algorithms. The method was applied successfully for the determination of the geometrical/topological properties of 5 soil samples collected from all units of Kluczewo site. The micro structural properties were introduced into analytic equations derived with the aid of the critical path analysis of percolation theory to estimate the absolute permeability and electrical formation factor of the various zones of the soil. The predicted transport properties were comparable to corresponding laboratory measurements on soil columns).
The multiphase transport coefficients (relative permeability curves, capillary pressure curve and longitudinal dispersion coefficient) of soils originating from Unit 3 and interface of Units 2/3 were measured by performing immiscible and miscible displacement experiments on disturbed and undisturbed soil columns (fig. 5). This was done by monitoring the electrical resistance across successive segments and over selected cross-sections of the soil and using inverse modelling algorithms to match the numerical predictions to experimental datasets.
Evaluation of the hydrocarbon transfer to the aqueous phase showed that the environmental impact of contaminated soil is closely related to the intrinsic water solubility of the hydrocarbons and to their volatility through the atmosphere. The work done leads to the conclusion that the contaminated soil sampled from Kluczewo airport is mainly polluted by a kerosene cut. Depending on the depth, this kerosene cut may have been significantly weathered while entrapped in the soil. The project has now compiled an extensive database concerning the composition of the jet fuel present at the site, its weathering in the time and the impact of the hydrocarbons on the water.
Based on the tectonic fracture aperture analysis the effective medium approximation was employed to calculate the absolute permeability of natural fractures whereas 2-D networks of elliptical channels were constructed in the computer to simulate the oil/water drainage and calculate the capillary pressure and relative permeability curves.
Single-phase and two-phase flow tests were performed on a column packed with the sand used for installing hydraulic fractures in order to determine the absolute permeability and relative permeability functions of the porous material that fills in the hydraulic fractures.
Figure 5: Photographs showing details of the connection of electrodes inserted in undisturbed soil samples with external conductivity meter.
The up-to-date measured/calculated transport properties of the soil matrix, natural fractures, and hydraulic fractures (WP-4) along with results of the fracture network characterization (WP-1) were used for the development of an improved numerical tool that simulates the NAPL fate in a stimulated fractured medium under various scenarios of bio-ventilation.
The first conclusions of this work are:
The operational conditions for the field experiment have been set up and improved according to the predictive simulations in single medium.