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Research Article

Preliminary Assessment of Groundwater Artificial Recharge Effect Using a Numerical Model at a Small Basin

수치모델을 이용한 소분지에서의 지하수 인공함양 효과 예비 평가

Myoung-Rak Choi1
,
Jang-Hwan Cha2
,
Gyoo-Bum Kim3*
최 명락1
,
차 장환2
,
김 규범3*
1Ph.D. Student, Department of Disaster Prevention, Graduate School of Daejeon University
2Director, Fusion Research Institute, Sinwoo Engineering Co., Ltd.
3Professor, Department of Construction Safety and Disaster Prevention, Daejeon University
1대전대학교 일반대학원 방재학과 박사과정
2(주)신우엔지니어링 융합기술연구소 이사
3대전대학교 건설안전방재공학과 교수
*Corresponding Author
30 September 2020. pp. 269-278
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Abstract

In this study, the effects of groundwater artificial recharge through vertical wells in the upper small basin are preliminarily evaluated by using field injection test and a 3-D numerical model. The injection rate per well in a model is set to 20, 37.5, 60, and 75 m3/day based on the results of field injection test, groundwater levels, and hydraulic conductivities estimated from particle size analysis, and a numerical model using MODFLOW is conducted for 28 cases, which have diverse injection intervals, in order to estimated the changes of groundwater level and water balance after injection. Groundwater level after injection does not show a linear relationship with the injection rate per well, and the cumulative effect of artificial recharge decreases and the timing of maximum water level rise is shortened as the injection interval becomes longer. In four cases of continuous injection with total injection rate of 1,200 m3, it is revealed that the recharge effect is analyzed as 36.5~65.3% of the original injection rate. However, it will be more effective if the artificial recharge system combined with underground barrier is introduced for the longer pumping during a long and severe drought. Additionally, it will be possible to build a stable artificial recharge system by an establishment of efficient scenario from recharge to pumping as well as an optimization of recharge facilities.

Keywords
artificial recharge
numerical model
injection well
recharge effect

본 연구에서는 현장 주입 시험 및 3차원 수치모델을 이용하여 상류 소분지에서의 수직정을 이용한 지하수 인공함양 효과를 예비 평가하였다. 현장 주입 시험의 주입량, 지하수위 및 입도 분석 자료에 의한 수리전도도 등을 이용하여 모델의 공당 주입량을 20, 37.5, 60, 75 m3/day로 설정하였으며, 주입 간격에 따른 총 28개의 경우에 대하여 MODFLOW를 활용한 수치모델을 실시하여 지하수위 및 물수지 변화를 분석하였다. 주입 후 주변 관측정에서의 지하수위 상승이 공당 주입량과 비례적인 선형 관계를 보이진 않았으며, 주입 간격이 길어지면 누적 효과가 감소하여 최대 수위상승 시기가 짧아지는 것으로 나타났다. 또한 4가지 경우의 공당 주입량을 매일 연속으로 주입하여 총량 1,200 m3을 주입할 경우, 주입량 대비 36.5~65.3%의 함양 효과가 나타나는 것으로 분석되었다. 그러나 장기간의 가뭄에 대응하고 보다 지속적인 양수를 위해서는 차수벽 등 지하수 저류시설을 병행한다면 보다 효과적일 것으로 보이며, 추후 주입 시설의 최적화 및 함양-취수의 시나리오 확보를 통하여 안정적인 인공함양 시스템 구축이 가능할 것이다.

키워드
인공함양
수치모델
주입정
함양효과
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Information
  • Publisher :Korean Society of Engineering Geology
  • Publisher(Ko) :대한지질공학회
  • Journal Title :The Journal of Engineering Geology
  • Journal Title(Ko) :지질공학
  • Volume : 30
  • No :3
  • Pages :269-278
  • Received Date : 2020-08-07
  • Accepted Date : 2020-09-09
  • DOI :https://doi.org/10.9720/kseg.2020.3.269
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