• 沒有找到結果。

第五章 結論與建議

5.2 建議

本研究中整治井只設置於長軸方向上,並未研究任何非長軸上佈井的整治效 率。由洩降錐觀念可知整治井在平面上任一點造成的壓差僅與距離有關,可預期 無論是否在長軸上佈井,只要與洩漏點距離相等,則整治井與洩漏點間壓力梯度 將相同。但因為油品在長軸、短軸上分布狀態並不相同,相同壓力梯度下仍無法 保證得到相同整治效率。此外本研究中場址僅設置一口整治井,對於聯井未做任 何探討,而實際現場作業將會重疊多座整治井之影響半徑來涵蓋整個自由相油品 範圍。為了和現地做結合,探討聯井行為與非長軸上佈井對於整治效率、速率之 影響在未來是需要的。

在 TMVOC 運作過程,為了維持數值收斂時常自動將 time step 調整至很小 的數值,使得模擬時間被拉得極長,本研究中部分模型甚至需要兩個禮拜。另外,

TMVOC 的 time step 上限被設定在 9999,每當上限達到,程式便會自行停止,

須手動讓模型繼續向下運行,長時間模擬更顯得無效率。除了模擬時間過長,

TMVOC 迭代過程亦時常出現不收斂問題。為了模擬複雜模型,迭代穩定度與 solver、網格切割、化學參數、係數平均方式、邊界條件、整治井參數等等的相 互關係,在未來有深入探討的必要。

56

參考文獻

陳文福,2005,台灣的地下水,遠足文化。

陳培旼,2010,加油站土壤氣體及地下水監測模擬,碩士論文,國立交通大學。

陳華清、李義連,2009,淺層地下水 PCE/TCE 污染原位曝汽修復模擬研究,理 論學與技術,第 32 卷,第 11 期,第 53-57 頁。

陳維良,2007,定流量非水量液體於土壤中之滲流分析,碩士論文,國立交通大 學。

楊凱仁,2012,水位波動對地下儲油槽洩漏之影響,碩士論文,國立交通大學。

經濟部工業局,2007,土壤及地下水污染預防手冊。

經濟部工業局,2009,石油碳氫化合物 土壤及地下水污染預防與整治技術手冊。

經濟部水利署,2010,水利統計。

龍元祥,2004,含非水量液體土壤之透水性,碩士論文,國立交通大學。

顏伯穎,2002,應用數值方法模擬地下水空氣注入法整治受非水相污染區域之研 究,碩士論文,國立成功大學。

Adamski, M., Kremesec, V., Kolhatkar, R., Pearson, C., Rowan, B., 2005, “LNAPL in finegrained soils: conceptualization of saturation, distribution, recovery and their modeling,” Ground Water Monitoring and Remediation, Volume 25, No. 1, pp.100–112.

Air Force Center for Environmental Excellence, 1994, “Technology Profile:

Vacuum-Mediated LNAPL Free Product Recovery/Bioremediation(Bioslurper),”

Issue 1, March, 1994.

API,“A Guide to the Assessment and Remediation of Underground Petroleum Releases,” Third Edition, API Publication 1628, Washington, D.C., 1996.

Battistelli, A.,2008 , ”Modeling Multiphase Organic Spills in Coastal Sites with TMVOC V.2.0,” Vadose Zone Journal, Volume 7, pp.316-324.

57

Beckett, G.D., and Huntley, D., 1998, “Soil Properties and Design Factors Influencing Free-Phase Hydrocarbon Cleanup,” Environment Science and Technology, Volume 32, pp. 287-293.

Charbeneall, 2006, “Groundwater Hydraulics and Pollutant Transport,” Waveland Press Inc., 4180 IL: Route 83, Suite 101, Long Grove, IL 60047-9580, USA.

Charbeneau, R.J., 2007, “LNAPL Distribution and Recovery Model,” Distribution and Recovery of Petroleum Hydrocarbon Liquids in Porous Media, Volume 1, API Publication 4760. API Publications, Washington, DC.

Charbeneau, R.J., Beckett, G.D., 2007, “LNAPL Distribution and Recovery Model,”

User and Parameter Selection Guide, Volume 2. API Publication 4760.

Publications, Washington, DC.

Charbeneau, R.J., Chiang, C.Y., 1995, “Estimation of free hydrocarbon recovery from dual-pump systems,” Ground Water, Volume 33, No. 4, pp.627-634.

Charbeneau, R.J., Johns, R.T., Lake, L.W., McAdams, M.J., 2000, “Free-product recovery of petroleum hydrocarbon liquids,” Ground Water Monitoring and

Remediation, Volume 20, pp.147-168.

Erning, K., Schäfer, D., Dahmke, A., Luciano, A., Viotti, P. and Papini, M.P., 2009, “Simulation of DNAPL Infiltration into Groundwater with Differing Flow Velocities Using TMVOC Combined with Petrasim,” Proceedings of the TOUGH Symposium

2009, Lawrence Berkeley National Laboratory, Berkeley, September 14-16,

2009

Farr, A.M., Houghtalen, R.J., McWhorter, D.B., 1990, “Volume estimation of light nonaqueous phase liquids in porous media,” Ground Water, Volume 28, No.1, pp.48-56.

Fetter, C.W., 1999, “Contaminant Hydrogeology,” 2nd Edition, Prentice-Hall Inc., Upper Saddle River, New Jersey 07458, USA.

Fetter, C.W., 2001, “Applied Hydrogeology,” 4th Edition, Prentice-Hall Inc., Upper Saddle River, New Jersey 07458, USA.

Fredlund, D.G. and Xing, A., 1994, “Equations for the soil-water characteristic curve,”

Canadian Geotechnical Journal, Volume 31, No. 3, pp. 521-532.

Grant S. Cooper, Jr.“, Richard C. Peralta, Jagath J. Kaluarachchi, 1995, “Stepwise pumping approach to improve free phase light hydrocarbon recovery from

unconfined aquifers,” Journal of Contaminant Hydrology, Volume 18 (1995), pp.

141-159.

Gustafson, J.B., Tell, J.G. and Orem, D., 1997 , “Selection of Representative TPH Fraction Based on Fate and Transport Consideration,” Total Petroleum Hydrocarbon Criteria Working Group Series, Volume 3, Amherst Scientist Publisher, Massachusetts.

58

Kererat, C. and Soralump, S., 2010, “Modeling of Organic Contaminant Migration through Soil Cement Barrier Using TMVOC,” The 17th

Southeast Asian Geotechnical Conference, Taipei, Taiwan.

Lenhard, R.J., Parker, J.C., 1990, “Estimation of free hydrocarbon volume from fluid levels in monitoring wells,” Ground Water, Volume 28, Issue 1, pp. 57–67.

Li, J.B., Huang, G.H., Chakma, A., Zeng, G.M., 2003a, “Numerical simulation of dual phase vacuum extraction to remove non-aqueous phase liquids in

subsurface,” Practice Periodical of Hazardous, Toxic, and Radioactive Waste

Management (ASCE), Volume 7, pp. 106–113.

M. Th. Van Genuchten, 1980, ”A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils,” Soil Science Society of America Journal, Volume 44, No.5 pp. 894-898.

Parker, J.C., Zhu, J.L., Johnson, T.G., Kremesec, V.J., Hockman, E.L., 1994,

“Modeling free product migration and recovery at hydrocarbon spill sites,”

Ground Water, Volume 32, pp. 119–128.

Peargin, T.R., Wickland, D.C., Beckett, G.D., 1999, “Evaluation of Short Term Multi-phase Extraction Effectiveness for Removal of Non-Aqueous Phase Liquids from Groundwater Monitoring Wells,” Conference Proceedings of the

1999 Petroleum Hydrocarbons & Organic Chemicals in Ground Water, Houston,

Texas, sponsored by the National Ground Water Association & American

Petroleum Institute.

PetraSim 5, 2008, “PetraSim User Manual,” Thunderhead Engineering, Manhattan, USA.

PolinFg, B.E., Prausnitz, J.M. and O’Connell, J.P., 2001, “The properties of Gases and Liquids,” 5th Edition, McGraw-Hill Companies, USA.

Pruess, K. and Battistelli, A., 2002, “TMVOC User’s Guide,” Lawrence Berkeley National Laboratory, Berkeley.

Pruess, K., Oldenbug, C. and Moridis, G., 1999, “TOUGH2 User’s Guide Version 2.0,”

Earth Sciences Division, Lawrence Berkeley National Laboratory, Berkeley.

Rasmusson, K., and M. Rasmusson, 2009, “NAPL Spill Modeling and Simulation of Pumping Remediation,” Master Thesis, Uppsala University, Villavägen 16, E-752 36 Uppsala Sweden

Shaw, D.G. and Maczynski, A., 2005, “IUPAC-NIST Solubility Data Series. 81.

Hydrocarbons with Water and Seawater Revised and Updated. Part 7.

C8H12–C8H18 Hydrocarbons,” Journal of Physical and Chemical Reference

Data, Volume 34, No. 4, pp. 2261-2298.

US Army Corps of Engineers, 1999, “Engineering and Design Multi-Phase Extraction,” Washington, DC 20314-1000, USA.

59

US Environmental Protection Agency, 1996, “How to Effectively Recover Free Product at Leaking Underground Tank Sites,” OSWER National Risk Management Research Laboratory, ORD, USA.

US Environmental Protection Agency, 1998, “MTBE Fact Sheet #2: Remediation of MTBE Contaminated Soil and Groundwater”, Washington, D.C., USA.

US EPA, 2005, ”Cost and Performance Report for LNAPL Characterization and Remediation. Multi-phase Extraction and Dual-pump Recovery of LNAPL at the BP Former Amoco Refinery,” Sugar Creek, MO. Office of Solid Waste and Emergency Response, EPA 542-R-05-016, US EPA.

Waddill, D.W. and Parker, J.C., 1997a., “A semianalytical model to predict recovery of light, nonaqueous phase liquids from unconfined aquifers. Ground Water, Volume 35, pp. 280–290.

Yen, H.K. and Chang, N.B., 2003, “ Bioslurping model for assessing light hydrocarbon recovery in contaminated unconfined aquifer. II: optimization analysis,” Practice Periodical of Hazardous, Toxic, and radioactive Waste

Management, Volume 7, pp. 131–138.

Yen, H.K., Chang, N.B., Lin, T.F., 2003, “Bioslurping model for assessing light hydrocarbon recovery in contaminated unconfined aquifer. I: simulation analysis,” Practice Periodical of Hazardous, Toxic, and radioactive Waste

Management, Volume 7, pp. 114–130.

Z. Chen, L. Liu, G. H. Huang, Y. F. Huang and I. Maqsood, 2005, “Modeling for the Separation of Light NonAqueous Phase Liquids from Contaminated Subsurface Through Vacuum-Enhanced Oil Recovery,” Energy Sources, Volume 27, pp.

123-138.

其他參考出處

環保署土壤及地下水污染整治網:http://sgw.epa.gov.tw/public/index.asp 經濟部水利署:http://www.wra.gov.tw/

60

Chemical Critical

Tmeperature 562.2 591.8 617.2 617.1 568.7

Chemical Critical Pressure 48.2 41.0 36.0 35.4 24.9

Cemical Critical

Compressity 0.271 0.263 0.262 0.259 0.259

Pitzer's Acentric Factor 0.212 0.263 0.302 0.325 0.399

Chemical Dipole Moment 0.0 0.4 0.4 0.3 0.0

CHEMP2

Chemical Normal Boiling

Point 353.2 383.8 409.3 412.3 398.82

Chemical Vapor Pressure

Constant A -6.98273E0 -7.28607E0 -7.48645E0 -7.59222E0 -8.495E0 Chemical Vapor Pressure

Constant B 1.33213 1.38091 1.45488 1.39441 2.03865 Chemical Vapor Pressure

Constant C -2.62863E0 -2.83433E0 -3.37538E0 -3.22746E0 -3.32E0 Chemical Vapor Pressure

Constant D -3.33399E0 -2.79168E0 -2.23048E -2.40376E0 -3.648E0

CHEMP3

Chemical Molecular

Weight 78.114 92.141 106.168 106.168 86.58

Chemical Ideal Gas Heat

Capacity Constant A -3.392E1 -2.435E1 -4.31E1 -2.917E1 187.78 Chemical Ideal Gas Heat

Capacity Constant B 0.4739 0.5125 0.7072 0.6297 0.001 Chemical Ideal Gas Heat

Capacity Constant C -3.017E-4 -2.765E-4 -4.811E-4 -3.747E-4 1.0E-6 Chemical Ideal Gas Heat

Capacity Constant D 7.13E-8 4.911E-8 1.301E-7 8.478E-8 1.0E-8

61

Reference Density for

NAPL 885.0 867.0 867.0 864.0 759.2

Reference Temperature for

NAPL 289.0 293.0 293.0 293.0 298.15

Reference Binary

Diffusivity of VOC in Air 7.7E-6 8.8E-6 7.7E-6 7.04E-6 6.16E-6 Reference Temperature for

Gas Diffusivity 273.1 303.1 298.1 293.0 298.15

Chemical Diffusivity

Exponent 1.52 1.41 1.79 1.93 1.52

CHEMP5

Liquid NAPL Viscosity

Constant A 4.612 -5.878E0 -6.106E0 -3.82E0 0.0

Liquid NAPL Viscosity

Constant B 148.9 1287.0 1353.0 1027.0 0.0

Liquid NAPL Viscosity

Constant C -2.544E-2 0.004575 0.005112 -6.38E-4 0.194 Liquid NAPL Viscosity

Constant D 2.222E-5 -4.499E-6 -4.522E-6 4.52E-7 298.15 Chemical Critical Volume 259.0 316.0 374.0 376.0 492.0

CHEMP6

H2O Chemical Solubility

Constant A 4.11E-4 1.01E-4 2.58E-5 2.97E-5 9.76E-6 H2O Chemical Solubility

Constant B 0.0 0.0 0.0 0.0 0.0

H2O Chemical Solubility

Constant C 0.0 0.0 0.0 0.0 0.0

H2O Chemical Solubility

Constant D 0.0 0.0 0.0 0.0 0.0

CHEMP7

Chemical Organic Carbon

Partition Coefficient 0.0891 0.273 0.681 0.55 0.264 Default Fraction of Organic

Carbon in Soil 0.001 0.001 0.001 0.001 0.001

VOC Biodegradation

Decay Constant 0.0 0.0 0.0 0.0 0.0

相關文件