DOI QR코드

DOI QR Code

Assessment of Effects of Groundwater Pumping from Deep Aquifer on Streamflow Depletion

죽산천 주변 암반층 지하수 양수로 인한 하천수 감소 영향 분석

  • Lee, Jeongwoo (Dept. of Hydro-Science, Korea Institute of Civil Engineering and Building Technology) ;
  • Kim, Nam Won (Dept. of Hydro-Science, Korea Institute of Civil Engineering and Building Technology) ;
  • Chung, Il Moon (Dept. of Hydro-Science, Korea Institute of Civil Engineering and Building Technology) ;
  • Cha, Joon Ho (Han River Flood Control Office)
  • 이정우 (한국건설기술연구원 수자원연구실) ;
  • 김남원 (한국건설기술연구원 수자원연구실) ;
  • 정일문 (한국건설기술연구원 수자원연구실) ;
  • 차준호 (한강홍수통제소 하천정보센터 하천예보실)
  • Received : 2015.06.15
  • Accepted : 2015.08.04
  • Published : 2015.09.30

Abstract

The streamflow depletion due to groundwater pumping from deep aquifer near the Juksan stream has been simulated, in this study, by using the surface water and groundwater integrated model, SWAT-ODFLOW in order to analyze the relationship between the stream depletion and hydraulic properties of aquifer and streambed, and to spatially assess the streamflow depletion. The simulated results showed that the streamflow depletion rate divided by the pumping rate for each well location ranges from 10% to 90% with reflecting the various well-stream distance, transmissivity, storativity, and streambed hydraulic conductance. In particular, the streamflow depletion exceeds about 50% of pumping rate for conditions with transmissivity higher than $10m^2/day$ or storage coefficient lower than 0.1. The simulated results in the form of spatial maps indicated that the spatially averaged percent depletion of streamflow is about 53.6% for five years of pumping which is lower than that for shallow aquifer pumping by 12.9%. From the spatially distributed stream depletion, it was found that higher and more rapid stream depletion to pumping occurs near middle-downstream reach.

본 연구에서는 죽산천 주변 지역에 대해 SWAT-MODFLOW 결합모형으로 암반층 지하수 양수에 따른 하천수 감소량을 모의하여 하천-관정 이격거리, 대수층 및 하천바닥층 수리특성 등과의 관계를 파악하고, 양수 위치에 따른 하천수 감소량을 공간적으로 표출하여 그 특징을 분석하였다. 양수정 위치에 따른 하천과의 이격거리, 투수량계수, 저류계수, 하천바닥층 수리전도성 등의 차이로 인해 지하수 양수량 대비 하천수 감소량 비율이 10~90%의 범위를 나타내었으며, 투수량계수가 $10m^2/day$ 보다 크거나 저류계수가 0.1보다 작은 경우 대부분 관정에서 하천수 감소율이 50%를 초과하는 것으로 분석되었다. 암반층에서 지하수를 양수할 경우 5년 동안 평균적으로 53.6%의 하천수 감소율을 나타내어 충적층 양수에 비해 12.9% 만큼 덜 감소하는 것으로 분석되었다. 또한 죽산천 중하류부에서 양수 영향이 비교적 크게 나타나는 것으로 분석되었다.

Keywords

References

  1. Arnold, J.G., Srinivasan, R., Muttiah, R.S., and Williams, J.R. (1998). "Large area hydrologic modeling and assessment part I: model development." Journal of American Water Resources Association, JAWRA, Vol. 34, No. 1, pp. 73-89. https://doi.org/10.1111/j.1752-1688.1998.tb05961.x
  2. Butler, J.J. Jr., Zlotnik, V.A., and Tsou, M.-S. (2001). "Drawdown and stream depletion produced by pumping in the vicinity of a partially penetrating Stream." Ground Water, Vol. 39, No. 5, pp. 651-659. https://doi.org/10.1111/j.1745-6584.2001.tb02354.x
  3. Chung, I.-M., Kim, N.W., Na, H., Lee, J., Yoo, S., Kim, J., and Yang, S. (2011a). "Integrated surface-groundwater analysis for the Pyoseon region, Jeju Island in Korea." Applied Engineering in Agriculture, Vol. 27, No. 6, pp. 875-886. https://doi.org/10.13031/2013.40629
  4. Chung, I.-M., Lee, J., and Kim, N.W. (2011b). "Estimating exploitable groundwater amount in Musimcheon watershed by ising an integrated surface watergroundwater model." Econ. Environ. Geol., Vol. 44, No. 5, pp. 433-442. https://doi.org/10.9719/EEG.2011.44.5.433
  5. Construction and Transportation Ministry, Korea Water Resources Corporation, and Korea Rural Community (2007). Basic groundwater investigation for Anseong province.
  6. Glover, R.E., and Balmer, G.G. (1954). "River depletion from pumping a well near a river." Transactions, American Geophysical Union, Vol. 353, pp. 468-470.
  7. Gyeonggi Provincial Government (2003). General planning on Chungmi stream maintenance.
  8. Hantush, M.S. (1965). "Wells near streams with semipervious beds." Journal of Geophysical Research, Vol. 70, No. 12, pp. 2829-2838. https://doi.org/10.1029/JZ070i012p02829
  9. Hunt, B. (1999). "Unsteady stream depletion from ground water pumping." Ground Water, Vol. 371, pp. 98-102.
  10. Hunt, B., Weir, J., and Clausen, B. (2001). "A stream depletion field experiment." Ground Water, Vol. 39, No. 2, pp. 283-289. https://doi.org/10.1111/j.1745-6584.2001.tb02310.x
  11. Hurr, R.T. and Schneider, Jr. P.A. (1972b). Hydrogeologic characteristics of the valley-fill aquifer in the Sterling reach of the South Platte River valley, Colorado, U.S. Geological Survey Open-File Report 73-126.
  12. Hurr, R.T., and Schneider, Jr. P.A. (1972a). Hydrogeologic characteristics of the valley-fill aquifer in the Julesburg reach of the South Platte River valley, Colorado, U.S. Geological Survey Open-File Report 73-125.
  13. Kim, H.S., and Jeong, J.H. (2009). "Numerical analysis of horizontal collector well in riverbank filtration." Journal of Soil and Groundwater Environment, Vol. 14, No. 1, pp. 1-10.
  14. Kim, N.W., Chung, I.M., Won, Y.S., and Arnold, J.G. (2008). "Development and application of the integrated SWAT-MODFLOW model." Journal of Hydrology, Vol. 356, pp. 1-16. https://doi.org/10.1016/j.jhydrol.2008.02.024
  15. Kim, N.W., Lee, J., Chung, I.M., and Kim, C.H. (2012a). "Analysis of groundwater-stream interaction according to groundwater abstraction near vinyl house area." Journal of Korea Water Resources Association, KWRA, Vol. 45, No. 12, pp. 1259-1273. https://doi.org/10.3741/JKWRA.2012.45.12.1259
  16. Kim, N.W., Lee, J., Chung, I.M., and Lee, M.H. (2013). "Combined effects of groundwater abstraction and irrigation reservoir on streamflow." Journal of Korea Water Resources Association, KWRA, Vol. 46, No. 7, pp. 719-733. https://doi.org/10.3741/JKWRA.2013.46.7.719
  17. Kim, N.W., Lee, J., Chung, I.M., and Sung, G.Y. (2012b). "Analysis of effects of groundwater abstraction on streamflow for Sinduncheon watershed." Journal of Korea Water Resources Association, KWRA, Vol. 45, No. 12, pp. 1259-1273. https://doi.org/10.3741/JKWRA.2012.45.12.1259
  18. Kim, N.W., Lee, J., Lee J.E., and Won, Y.S. (2012c). "Development of relational formula between groundwater pumping rate and streamflow depletion." Journal of Korea Water Resources Association, KWRA, Vol. 45, No. 12, pp. 1243-1258. https://doi.org/10.3741/JKWRA.2012.45.12.1243
  19. Kim, N.W., Na, H., and Chung, I.M. (2011). "Integrated surface-groundwater hydrologic analysis for evaluating effectiveness of groundwater dam in Ssangcheon watershed." Econ. Environ. Geol., Vol. 44, No. 6, pp. 525-532. https://doi.org/10.9719/EEG.2011.44.6.525
  20. Korea Ministry of Government Legislation, KMGL (2015). Law of groundwater, http://www.law.go.kr/lsInfoP.do?lsiSeq=166554#0000.
  21. Leake, S.A., and Pool, D.R. (2010). Simulated effects of groundwater pumping and artificial recharge on surface-water resources and riparian vegetation in the Verde Valley sub-basin, central Arizona, U.S. Geological Survey Scientific Investigations Report 2010-5147, p. 18.
  22. Leake, S.A., Greer, W., Watt, D., and Weghorst, P. (2008a). Use of superposition models to simulate possible depletion of Colorado River water by groundwater withdrawal., U.S. Geological Survey Scientific Investigations Report 2008-5189, p. 25.
  23. Leake, S.A., Pool, D.R., and Leenhouts, J.M. (2008b). Simulated effects of ground-water withdrawals and artificial recharge on discharge to streams, springs, and riparian vegetation in the Sierra Vista Subwatershed of the Upper San Pedro Basin, southeastern Arizona, U.S. Geological Survey Scientific Investigations Report 2008-5207, p. 14.
  24. Lee, J., Kim, N.W., and Chung, I.M. (2013). "Assessment of streamflow depletion due to groundwater pumping from a well." Journal of Korea Water Resources Association, KWRA, Vol. 46, No. 11, pp. 1079-1088. https://doi.org/10.3741/JKWRA.2013.46.11.1079
  25. Lee, J., Kim, N.W., Chung, I.M., and Lee, M.H. (2015). "Spatial assessment of effects of near-stream groundwater pumping on streamflow depletion." Journal of Korea Water Resources Association, KWRA(in press).
  26. McDonald, M.G., and Harbaugh, A.W. (1988). A Modular Three-Dimensional Finite-Difference Ground-water FlowModel. Techniques of Water Resources Investigations Report, U.S. Geological Survey, Book 6, Chapter A1, p. 528.
  27. Nyholm, T., Christensen, S., and Rasmussen, K.R. (2001). "Flow depletion in a small stream caused by groundwater abstraction from wells." Ground Water, Vol. 40, No. 4, pp. 425-437.
  28. Nyholm, T., Rasmussen, K.R., and Christensen, S. (2003). "Estimation of stream flow depletion and uncertainty from discharge measurements in a small alluvial stream." Journal of Hydrology, Vol. 274, pp. 129-144. https://doi.org/10.1016/S0022-1694(02)00420-1
  29. Singh, S.K. (2000). "Rate and volume of stream depletion due to pumping." Journal of Irrigation and Drainage Engineering, Vol. 126, No. 5, pp. 336-338. https://doi.org/10.1061/(ASCE)0733-9437(2000)126:5(336)
  30. Singh, S.K. (2005). "Rate and volume of stream flow depletion due to unsteady pumping." Journal of Irrigation and Drainage Engineering, Vol. 131, No. 6, pp. 539-545. https://doi.org/10.1061/(ASCE)0733-9437(2005)131:6(539)
  31. Sophocleous, M., Koussis, A., Martin, J.L., and Perkins, S.P. (1995). "Evaluation of simplified stream-aquifer depletion models for water rights administration." Ground Water, Vol. 33, No. 4, pp. 579-588. https://doi.org/10.1111/j.1745-6584.1995.tb00313.x
  32. Zume, J., and Tarhule, A. (2008). "Simulating the impacts of groundwater pumping on stream-aquifer dynamics in semiarid northwestern Oklahoma, USA."Hydrogeology Journal, Vol. 16, pp. 797-810. https://doi.org/10.1007/s10040-007-0268-8