| 研究生: |
莊永源 Gunawan, Daniel |
|---|---|
| 論文名稱: |
震波對提升孔彈性介質中流體流量之實驗研究 Experimental Study on Fluid Flow Enhancement in a Poroelastic Medium Using Seismic Wave Stimulation |
| 指導教授: |
羅偉誠
Lo, Wei-Cheng |
| 學位類別: |
碩士 Master |
| 系所名稱: |
工學院 - 水利及海洋工程學系 Department of Hydraulic & Ocean Engineering |
| 論文出版年: | 2013 |
| 畢業學年度: | 101 |
| 語文別: | 英文 |
| 論文頁數: | 55 |
| 外文關鍵詞: | Seismic wave stimulation, Flow rate enhancement, Water retention curve, Continuous drainage, Multi-step drainage |
| 相關次數: | 點閱:96 下載:1 |
| 分享至: |
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Abstract
Pump-and-treat, withdrawing contaminants from aquifers through wells to a ground treatment system for removal of contaminants, is today the most commonly-used technology to remediate groundwater pollution. Unfortunately, pump-and-treat does not always work effectively because some contaminants stick to soils or rocks due to capillary effect such that they cannot thus be easily removed.
Over the past years, a number of researches have been successfully conducted to demonstrate that seismic wave stimulation is emerging as a new technology to mobilize the movement of LNAPL (Light Non-Aqueous Phase Liquid) and DNAPL (Dense Non-Aqueous Phase Liquid) contaminants. In the current study, a series of experiments were carried out to investigate the effect of seismic wave stimulation on fluid flow rate enhancement in both saturated and unsaturated sands.
There are two drainage processes which were conducted, the multi-step and continuous drainage ones. In the multi-step drainage process, the height of the outflow tube is lowered at three different stages. The first stage of the multi-step drainage process tends to generate a higher increase in fluid flow rate induced by seismic wave stimulation even though the height of the outflow was lowered with the same value (-30 cm) at the second and third stages. The cumulative water outflow is able to be increased up to 14% during the first stage of the multi-step drainage process with seismic wave stimulation than that without seismic wave stimulation. This is because water head is different at every stage due to capillary pressure.
Seismic wave stimulation also causes obvious increases in water saturations over time (∂S/∂t) in the continuous drainage process. The water retention curve obtained with seismic wave stimulation moves upward as compared to that obtained without seismic wave stimulation. The upward shift of water retention curve due to seismic wave stimulation is clearly in line with the increase in cumulative water outflows.
Based on those results, it has shown that seismic wave stimulation is able to serve as an excitation source for providing consistent and controllable periodic stress-pulsing for enhancing fluid flows in a porous medium.
References
1. Beresnev, I. A. and Johnson, P. A., 1994. Elastic-wave stimulation of oil production: A review of methods and results. Journal of Geophysic, Vol. 59, No. 6, pp. 1000-1017.
2. Brownawell, B. J., Chen, H., Zhang, W., and Westall, J.C., 1997. Sorption of nonionic surfactants on sediment materials. Environ. Sci. Technol. 31, 1735.
3. Davidson, J. M., D. R. Nielsen, and J. W. Biggar, 1966. The dependence of soil water uptake and release upon the applied pressure increment. Soil Sci. Am. Proc. 30:298-304.
4. Hassanizadeh, S. M. and W. G. Gray, 1993a. Thermodynamic basis of capillary pressure in porous media. Water Resour. Res. 29:3389-3405.
5. Hassanizadeh, S. M., M. A. Celia, and H. K. Dahle, 2002. Dynamic effect in the capillary pressure-saturation relationship and its impacts on unsaturated flow. Vadose Zone Journal 1:38-57.
6. Ho, S. V., Athmer, C., Sheridan, P. W., Hughes, B.M., Orth, R., Mckenzie, D., Brodsky, P. H., Shapiro, A., Thornton, R., Salvo, J., Schultz, D., Landis, R., Griffith, R., and Shoemaker, S., 1999. The lasagna technology for in situ soil remediation. 1. Small field test. Environ. Sci. Technol. 33, 1086.
7. Lo, W.-C., G. Sposito, and Huang, Y.-H., 2011. Modeling seismic stimulation: Enhanced non-aqueous fluid extraction from saturated porous media under pore-pressure pulsing at low frequencies. J. Appl. Geophys. 78:77-84.
8. Nikolayevsky, V., N., 1988. Mechanism and dominant frequencies of vibrational enhancement of yield of oil pools. Doklady Akademii Nauk SSSR,1989, Vol. 307, No. 3, pp. 570.
9. Rao, P. S. C., Lee, L. S., and Wood, A. L., 1991. Solubility Sorption and Transport of Hydrophobic Organic Chemicals in Complex Mixtures. EPA/600/M-91/009. Washington, DC: U.S. Environmental Protection Agency.
10. Roberts, P. M., Sharma, A., Uddameri, V., Monagle, M., Dale, D. E.,Steck L. K., 2001. Enhanced DNAPL transport in a sand core during dynamic stress stimulation. Environ. Eng. Sci. 18 (2):67-69.
11. Sabatinin, D. A., Knox, R. C., and Harwell, J. H., 1996. Surfactant-Enhanced DNAPL Remediation: Surfactant Selection, Hydraulic Efficiency, and Economic Factors. EPA/600/S-96/002. Washington, DC: U.S. Environmental Protection Agency.
12. Vachaud, G., M. Vauchlin, and M. Wakil, 1972. A study of the uniqueness of the soil moisture characteristic during desorption by vertical drainage. Soil Sci. Soc. Am. Proc. 36:531-532.
13. Wang, J., Dusseault, M. B., Davidson, B., and Spanos, T., 1998. Fluid enhancement under liquid pressure pulsing at low frequency. Proceedings of the 7th Unitar International Conference on Heavy Crude and Tar Sands, Beijing, 1998.
14. Zschuppe, R. P., 2001. Pulse flow enhancement in two-phase media. M.Sc. Dissertation. Waterloo, University of Waterloo.