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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
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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.

    Table of Contents Abstract i Acknowledgements iii Table of Contents iv List of Figures vi Chapter 1 Introduction 1 1.1 Research Background 1 1.2 Research Problems 4 1.3 Research Goal and Boundaries 4 Chapter 2 Study Literature 6 2.1 Introduction to Flow Rate Enhancement 6 2.2 Prior Experimental Works 8 2.2.1 Hand pulsing as an excitation source 8 2.2.2 Seismic (or acoustic) wave stimulation 10 2.3 Soil Moisture and Capillary Pressure 13 Chapter 3 Experimental Setup 17 3.1 Tools and Devices 17 3.1.1 Cylindrical sandbox 17 3.1.2 Soil moisture detector 18 3.1.3 Tensiometer 18 3.1.4 Hydrophone 19 3.1.5 Wave generator 19 3.1.6 Power amplifier 20 3.1.7 Digital scale 20 3.1.8 Plastic bucket 21 3.1.9 Video recorder 21 3.2 Experimental Preparation 21 3.3 Experimental Apparatus 23 3.4 Multi-step Drainage Process 25 3.5 Continuous Drainage Process 26 Chapter 4 Result & Discussions 28 4.1 Cumulative Outflow Graphs 28 4.1.1 Cumulative outflow graph using 100 Hz wave stimulation 28 4.1.2 Cumulative outflow graph using 200 Hz wave stimulation 30 4.1.3 Cumulative outflow graph using 300 Hz wave stimulation 32 4.1.4 Cumulative outflow graph using 400 Hz wave stimulation 34 4.1.5 Cumulative outflow graph using 500 Hz wave stimulation 36 4.2 Soil Moisture Graphs 39 4.2.1 Soil moisture graph using 100 Hz wave stimulation 40 4.2.2 Soil moisture graph using 200 Hz wave stimulation 41 4.2.3 Soil moisture graph using 300 Hz wave stimulation 43 4.2.4 Soil moisture graph using 400 Hz wave stimulation 44 4.2.5 Soil moisture graph using 500 Hz wave stimulation 46 4.3 Water Retention Curves 47 Chapter 5 Conclusions & Recommendations 52 5.1 Conclusions 52 5.2 Recommendations for Future Studies 52 References 54

    References

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