DOI QR코드

DOI QR Code

Determining Optimum Pumping Rates of Groundwater in Ttansum Island Related to Riverbank Filtration

  • Lee, Chung-Mo (Department of Geological Sciences, Pusan National University) ;
  • Hamm, Se-Yeong (Department of Geological Sciences, Pusan National University) ;
  • Choo, Yeon-Woo (Gyeongnam Headquarter, Korea Rural Community Corporation) ;
  • Kim, Hyoung-Soo (Department of Renewable Energy, Jungwon University) ;
  • Cheong, Jae-Yeol (R&D Institute, Korea Radioactive Waste Agency)
  • Received : 2018.10.04
  • Accepted : 2018.10.16
  • Published : 2018.10.31

Abstract

Riverbank Filtration (RBF) is a kind of indirect artificial recharge method and is useful in obtaining higher-quality source water than surface water when procuring municipal water. This study evaluated optimal riverbank filtered water and the productivity of the radial collector wells on Ttansum Island in the area downstream of the Nakdong River, where Gimhae City is constructing a municipal water plant for the purpose of acquiring high-quality water. The RBF wells are planned to provide water to the citizens of Gimhae City through municipal water works. Groundwater flow modeling was performed with the following four scenarios: (a) 9 radial collector wells, (b) 10 radial collector wells, (c) 10 radial collector wells and two additional vertical wells, and (d) 12 radial collector wells. This study can be useful in determineing the optimum production rate of bank filtrated water not only in this study area but also in other places in Korea.

Acknowledgement

Supported by : National Research Foundation of Korea (NRF)

References

  1. Achten, C., Kolb, A., Puttmann, W., 2002, Occurrence of methyl tert-butyl ether (MTBE) in riverbank filtered water and drinking water produced by riverbank filtration, Environ. Sci. Technol., 36, 3662-3670. https://doi.org/10.1021/es011493q
  2. Cheong, J. Y., Hamm, S. Y., Kim, H. S., Son, K. T., Cha, Y. H., Jang, S., Baek, K. H., 2003, Characteristics of waterlevel fluctuation in riverside alluvium of Daesan-myeon, Changwon city, J. Eng. Geol., 13(4), 457-473.
  3. Chung, I. M., Na, H., Lee, D., Kim, N. W., Lee, J., Lee, J. M., 2011, Spatio-temporal variations in groundwater recharge in the Jincheon region, J. Eng. Geol., 21(4), 305-312. https://doi.org/10.9720/kseg.2011.21.4.305
  4. Daewoo E & C, 2006, Design report on development of riverbank filtration in Gimhae city (Original Plan), Seoul, Project report, Korea.
  5. Daewoo E & C, 2013, Test operation data of radial collector well at riverbank filtration development site in Gimhae city, Project report, Seoul, Korea.
  6. Edelman, J. H., 1947, Over de berekening van grondwaterstroomingen (About the calculation of groundwater flow), PhD thesis, Delft University of Technology, The Netherlands.
  7. Elsawwaf, M., Feyen, J., Batelaan, O., Bakr, M., 2012, Groundwater-surface water interaction in Lake Nasser, Southern Egypt, Hydrol. Proc., 28, 414-430.
  8. Hamm, S. Y., Cheong, J. Y., Ryu, S. M., Kim, M. J., Kim, H. S., 2002, Hydrogeological characteristics of bank storage area in Daesan-myeon, Changwon city, Korea, J. Geo. Soc. Korea, 38, 595-610.
  9. Hamm, S. Y., Cheong, J. Y., Kim, H. S., Hahn, J. S., Ryu, S. H., 2004, A study on groundwater flow modeling in the fluvial aquifer adjacent to the Nakdong river, Book-myeon area, Changwon city, Econ. Environ. Geol., 37(5), 499-508.
  10. Hamm, S. Y., Cheong, J. Y., Kim, H. S., Hahn, J. S., Cha, Y. H., 2005, Groundwater flow modeling in a riverbank filtration area, Deasan-myeon, Changwon city, Econ. Environ. Geol., 38(1), 67-78.
  11. Hamm, S. Y., Kim, H. S., Cheong, J. Y., Jang, S., Cha, Y. H., Ryu, S. H., 2003, Hydrogeological characteristics of Iryong area in Haman-gun for developing bank-filtrated water, 2003 spring conference of the Korean Society of Engineering Geology, 159-163.
  12. Hantush, M. S., 1960, Modification of the theory of leaky aquifers, Jour. Geophys. Res., 65(11), 3713-3725. https://doi.org/10.1029/JZ065i011p03713
  13. Hantush, M. S., 1962, Flow of ground water in sands of nonuniform thickness; 3. Flow to wells, J. Geophys. Res., 67(4), 1527-1534. https://doi.org/10.1029/JZ067i004p01527
  14. Hantush, M. S., Jacob, C. E., 1955, Non-steady radial flow in an infinite leaky aquifer, Am. Geophys. Union Trans., 36(1), 95-100. https://doi.org/10.1029/TR036i001p00095
  15. Hiscock, K. M., Grischek, T., 2002, Attenuation of groundwater pollution by bank filtration, J. Hydrol., 266, 139-144. https://doi.org/10.1016/S0022-1694(02)00158-0
  16. Hyun, S. G., Woo, N. C., Shin, W., Hamm, S. Y., 2006, Characteristics of groundwater quality in a riverbank filtration area, Econ. Environ. Geol., 39(2), 151-162.
  17. Intellegeo, 2010, Survey report on geological characteristics of riverbank filtration site in Gimhae city, Project report, Seoul, Korea.
  18. Kim, G. Y., Koh, Y. K., Kim, C. S., Kim, H. S., Kim, S. Y., 2003, Geochemical study on the alluvial aquifer system of the Nakdong river for the estimation of river bank filtration, J. Eng. Geol., 13(1), 83-105.
  19. Kim, G. B., Jeon, H. T., Sin, S. H., Park, J. H., 2012, Geochemical characteristics of groundwater for dry and rainy seasons in Ddan-sum Island, J. Korean Geo-environ. Soc., 13(9), 13-44.
  20. Kim, J. H., Baek, K. H., Kim, H. S., Kim, J. S., Yun, S. T., 2003, Hydrogeochemical characteristics survey of a planned area for developing riverbank-filtrated water in Chilseo-myeon, Haman-gun near the Nakdong river, 2003 fall conference of the Korean Society of Soil and Groundwater Environment, 561-564.
  21. Korea Institute of Civil Engineering and Building Technology, 2005, Construction techniques of levee using bed sediment and dredged material of river, Construction and transportation R&D report, A06-01, Korea Agency for Infrastructure Technology Advancement, Anyang-si, Korea.
  22. McDonald, M. G., Harbaugh, A. W., 1988, A modular three-dimensional finite-difference groundwater flow model: Techniques of water-resources investigations of the United States Geological Survey, Book 6.
  23. Moench, A. F., 1985, Transient flow to a large-diameter well in an aquifer with storative semiconfining layers, Water Resour. Res., 21(8), 1121-1131. https://doi.org/10.1029/WR021i008p01121
  24. Neuman, S. P. and Witherspoon, P. A., 1969, Theory of flow in a confined two aquifer system, Water Resour. Res., 5(4), 803-816. https://doi.org/10.1029/WR005i004p00803
  25. Papadopulos, I. S. and Cooper, H. H., 1967, Drawdown in a well of large diameter, Water Resour. Res., 3(1), 241-244. https://doi.org/10.1029/WR003i001p00241
  26. Polomcic, D., Hajdin, B., Stevanovic, Z., Bajic, D., Hajdin, K, 2013, Groundwater management by riverbank filtration and an infiltration channel: the case of Obrenovac, Serbia, Hydrogeol. J., 21(7), 1519-1530. https://doi.org/10.1007/s10040-013-1025-9
  27. Pusan National University, 2011, Technique for interpreting groundwater-stream water interaction associated with riverbank filtration, Sustainable Water Resources Research Center, Goyang-si, Korea.
  28. Ray, C., Riverbank filtration: understanding contaminant biogeochemistry and pathogen removal, 2001, Kluwer Academic Publishers, Dordrecht, The Netherlands., 253.
  29. Shankar, V., Eckert, P., Ojha, C., Konig, C. M., 2009, Transient three-dimensional modeling of riverbank filtration at grind well field, Germany, Hydrogeol. J., 17, 321-326. https://doi.org/10.1007/s10040-008-0356-4
  30. Selroos, J. O., Walker, D. D., Strom, A., Gylling, B., Follin, S., 2002, Comparison of alternative modeling approaches for groundwater flow in fractured rock, J. Hydrol., 257, 174-188. https://doi.org/10.1016/S0022-1694(01)00551-0
  31. Senthilkumar, M., Elango, L., 2004, Three-dimensional mathematical model to simulate groundwater flow in the lower Palar river basin, southern India, Hydrogeol. J., 12, 197-208.
  32. Song, S. H., Lee, G. S., An, J. G., Jeon, S. G., Lee, M. J., 2015, Groundwater modeling for estimating water balance over Pyosun watershed in Jeju Island, J. Environ. Sci. Intern., 24(4), 495-504. https://doi.org/10.5322/JESI.2015.24.4.495
  33. Theis, C. V., 1935, The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using groundwater storage, Am. Geophys. Union Trans., 16, 519-524. https://doi.org/10.1029/TR016i002p00519
  34. WAMIS (Water Resources Management Information System), http://www.wamis.go.kr/eng/main.aspx.
  35. Won, L. J., Koo, M. H., Kim, H. S., 2006, Simulation of groundwater flow and sensitivity analysis for a riverbank filtration in Koryeong, Korea. J. Soil Groundw. Environ., 11(2), 45-55.