Evaluation of Well Production by a Riverbank Filtration Facility with Radial Collector Well System in Jeungsan-ri, Changnyeong-gun, Korea

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2010 Vol.15, Issue 4 Next Page

Evaluation of Well Production by a Riverbank Filtration Facility with Radial Collector Well System in Jeungsan-ri, Changnyeong-gun, Korea 경남 창녕군 증산리 일대 방사집수정을 활용한 강변 여과수 개발량 평가: 이은희;현윤정;이강근;김형수;정재훈;
Lee, Eun-Hee;Hyun, Yun-Jung;Lee, Kang-Kun;Kim, Hyoung-Soo;Jeong, Jae-Hoon;

31 August 2010. pp. 1 ~ 12

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Abstract

Well production by a riverbank filtration facility with multi-radial collector well systems in Jeungsan-ri, Changnyeong gun, Korea was evaluated. In this study, the drawdown at collector wells due to pumping and groundwater inflow rates along the horizontal arms of the collector wells were computed through numerical simulations. Sensitivities of the well production to hydraulic conductivity and well flow coefficient, which represents the resistance to the flow from the aquifer to the horizontal arms, were analyzed. Simulation results showed that, with given proposed pumping rate conditions, the drawdown in the caisson exceeded maximum drawdown constraints in the study site and the adjustment of the pumping rate at each well is needed. The drawdown is affected by the hydraulic conductivity of the main aquifer and the well flow coefficient, which means the profound field investigation of the study site is needed to accurately estimate the efficiency of riverbank filtration through radial collector wells.

Keywords

Riverbank filtration;Radial collector well;Numerical method;

References

김형수, 한찬, 유정아, 1999, 지하수 함양 및 활용 증대방안 연구, WRRI-GG-99-1, 한국 수자원공사 연구보고서, 한국수자원공사, p. 198.
한국수자원공사, 2007, 창원공업용수도 취수여건 개선 사업 타당성 조사 및 기본 계획 수립 지반조사 보고서, 한국수자원공사, p. 105.
Abdel-Fatthah, A., Richard Langford, R., and Schulze-Makuch, D., 2008, Applications of particle-tracking techniques to bank infiltration: a case study from El Paso, Texas, USA, Environ Geol, 55, 505-515.10.1007/s00254-007-0996-z
Bakker, M., Kelson, V.A., and Luther, K.H., 2005, Multilayer Analytic Element Modeling of Radial Collector Wells, Ground Water, 43, 926-934.
Chen, C., Wan, J., and Zhan. H., 2003, Theoretical and experimental studies of coupled seepage-pipe flow to a horizontal well, J. Hydrol, 281, 159-171.10.1016/S0022-1694(03)00207-5
Cunningham, W.L., Bair, E.S., and Yost, W.P., 1995, Hydrogeology and simulation of ground-water flow at the South Well Field, Columbus, Ohio, USGSWRI-95-4279.
Ludwig, U., Grischek, T., Nestler, W., and Neumann, V., 1997, Behavious of different molecular-weight fracdtions of DOC of Elbe River water during river bank infiltration, Acta Hhydroch. Hydrob., 25, 145-150.10.1002/aheh.19970250306
Mohamed, A. and Rushton, K., 2006, Horizontal wells in shallow aquifers: Field experiment and numerical model, J. Hydrol, 329, 98-109.10.1016/j.jhydrol.2006.02.006
Munson, B.R., Young, D.F., and Okiishi, T.H., 1998, Fundamentals of Fluid Mechanics, 3rd ed. New York: Wiley. p. 912.
Ray, C., Soong, T.W., Lian, Y.Q., and Roadcap, G.S., 2002, Effect of flood-induced chemical load on filtrate quality at bank filtration sites, J. Hydrol, 266, 235-285.10.1016/S0022-1694(02)00168-3
Romeo, E., Royo, C., and Monzon, A., 2002, Improved explicit equations for estimation of the friction factor in rough and smooth pipes, Chem. Eng. J., 86, 369-374.10.1016/S1385-8947(01)00254-6
Sacher, F. and Brauch, H.J., 2002, Experiences on the fate of organic micropollutants during riverbank filtration, Riverbank filtration: Understanding contaminant biogeochemistiry and pathogen removal, Kluwer Academic Publishers, 135-151.
Schroeder D.W. Jr., 2001, A tutorial on pipe flow equations, Unpublished. http://www.psig.org/papers/2000/0112.pdf, p. 18.
Schubert, J., 2002, Hydraulic aspects of riverbank filtration-field studies, J. Hydrol, 266, 145-161.10.1016/S0022-1694(02)00159-2
Steward, D.R. and Jin, W., 2001, Gaining and losing sections of horizontal wells, Water Resour. Res., 37, 2677-2685.10.1029/2001WR000371
Therrien, R., McLaren, R.G., Sudicky, E.A., and Panday, S.M., 2005, HydroGeoSphere: A Three-dimensional Numerical Model Describing Fully-integrated Subsurface and Surface Flow and Solute Transport, Manual(Draft), HydroGeoLogic Inc. Herndon, VA., p. 322.
Verstraetern, I.M., Thurman, E.M., Lindsey, M.E., Lee, E.C., and Smith, R.D., 2002, Changes in concentartion of trizine and acetamide herbicides by bank filtration, ozonation, and chlorination in a public water supply, J. Hydrol, 266, 145-150.10.1016/S0022-1694(02)00159-2
Weiss, W.J., Bouwer, E.J., Ball, W.P., O'Melia, C.R., Leachevallier, M.W., Arora, H., and Speth, T.F., 2003, Riverbank filatrionfate of DBP percursors and selected microorganisms, J. AWWA, 95(10), 68-81.
Weiss, W.J., Bouwer, E.J., Aboytes, R., LeChevallier, M.W., O'Melia, C.R., Le, B.T., and Schwab, K.J., 2005, Riverbank filtration for control of microorganisms: Results from field monitoring, Water Res., 39, 1990-2001.10.1016/j.watres.2005.03.018
Zhan, H. and Zlotnik, V.A., 2002, Groundwtaer flow to a horizontal or slanted well in an unconfined aquifer, Water Resour. Res., 38, 1108-1118.10.1029/2001WR000401

Information

Publisher :The Korean Society of Soil and Groundwater Environment
Publisher(Ko) :한국지하수토양환경학회
Journal Title :Journal of Soil and Groundwater Environment
Journal Title(Ko) :지하수토양환경
Volume : 15
No :4
Pages :1 ~ 12

[1] 김형수, 한찬, 유정아, 1999, 지하수 함양 및 활용 증대방안 연구, WRRI-GG-99-1, 한국 수자원공사 연구보고서, 한국수자원공사, p. 198.

[2] 한국수자원공사, 2007, 창원공업용수도 취수여건 개선 사업 타당성 조사 및 기본 계획 수립 지반조사 보고서, 한국수자원공사, p. 105.

[3] Abdel-Fatthah, A., Richard Langford, R., and Schulze-Makuch, D., 2008, Applications of particle-tracking techniques to bank infiltration: a case study from El Paso, Texas, USA, Environ Geol, 55, 505-515.10.1007/s00254-007-0996-z

[4] Bakker, M., Kelson, V.A., and Luther, K.H., 2005, Multilayer Analytic Element Modeling of Radial Collector Wells, Ground Water, 43, 926-934.

[5] Chen, C., Wan, J., and Zhan. H., 2003, Theoretical and experimental studies of coupled seepage-pipe flow to a horizontal well, J. Hydrol, 281, 159-171.10.1016/S0022-1694(03)00207-5

[6] Cunningham, W.L., Bair, E.S., and Yost, W.P., 1995, Hydrogeology and simulation of ground-water flow at the South Well Field, Columbus, Ohio, USGSWRI-95-4279.

[7] Ludwig, U., Grischek, T., Nestler, W., and Neumann, V., 1997, Behavious of different molecular-weight fracdtions of DOC of Elbe River water during river bank infiltration, Acta Hhydroch. Hydrob., 25, 145-150.10.1002/aheh.19970250306

[8] Mohamed, A. and Rushton, K., 2006, Horizontal wells in shallow aquifers: Field experiment and numerical model, J. Hydrol, 329, 98-109.10.1016/j.jhydrol.2006.02.006

[9] Munson, B.R., Young, D.F., and Okiishi, T.H., 1998, Fundamentals of Fluid Mechanics, 3rd ed. New York: Wiley. p. 912.

[10] Ray, C., Soong, T.W., Lian, Y.Q., and Roadcap, G.S., 2002, Effect of flood-induced chemical load on filtrate quality at bank filtration sites, J. Hydrol, 266, 235-285.10.1016/S0022-1694(02)00168-3

[11] Romeo, E., Royo, C., and Monzon, A., 2002, Improved explicit equations for estimation of the friction factor in rough and smooth pipes, Chem. Eng. J., 86, 369-374.10.1016/S1385-8947(01)00254-6

[12] Sacher, F. and Brauch, H.J., 2002, Experiences on the fate of organic micropollutants during riverbank filtration, Riverbank filtration: Understanding contaminant biogeochemistiry and pathogen removal, Kluwer Academic Publishers, 135-151.

[13] Schroeder D.W. Jr., 2001, A tutorial on pipe flow equations, Unpublished. http://www.psig.org/papers/2000/0112.pdf, p. 18.

[14] Schubert, J., 2002, Hydraulic aspects of riverbank filtration-field studies, J. Hydrol, 266, 145-161.10.1016/S0022-1694(02)00159-2

[15] Steward, D.R. and Jin, W., 2001, Gaining and losing sections of horizontal wells, Water Resour. Res., 37, 2677-2685.10.1029/2001WR000371

[16] Therrien, R., McLaren, R.G., Sudicky, E.A., and Panday, S.M., 2005, HydroGeoSphere: A Three-dimensional Numerical Model Describing Fully-integrated Subsurface and Surface Flow and Solute Transport, Manual(Draft), HydroGeoLogic Inc. Herndon, VA., p. 322.

[17] Verstraetern, I.M., Thurman, E.M., Lindsey, M.E., Lee, E.C., and Smith, R.D., 2002, Changes in concentartion of trizine and acetamide herbicides by bank filtration, ozonation, and chlorination in a public water supply, J. Hydrol, 266, 145-150.10.1016/S0022-1694(02)00159-2

[18] Weiss, W.J., Bouwer, E.J., Ball, W.P., O'Melia, C.R., Leachevallier, M.W., Arora, H., and Speth, T.F., 2003, Riverbank filatrionfate of DBP percursors and selected microorganisms, J. AWWA, 95(10), 68-81.

[19] Weiss, W.J., Bouwer, E.J., Aboytes, R., LeChevallier, M.W., O'Melia, C.R., Le, B.T., and Schwab, K.J., 2005, Riverbank filtration for control of microorganisms: Results from field monitoring, Water Res., 39, 1990-2001.10.1016/j.watres.2005.03.018

[20] Zhan, H. and Zlotnik, V.A., 2002, Groundwtaer flow to a horizontal or slanted well in an unconfined aquifer, Water Resour. Res., 38, 1108-1118.10.1029/2001WR000401

Journal of Soil and Groundwater Environment ISSN:1598-6438(Print) 2287-8831(Online) 지하수토양환경

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