• 대한지하수환경학회지
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• 제7권3호
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• pp.133-140
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• 2000

초정지역은 세계 3대 광천수 생산지의 하나로서 지하수 이용업체들이 집중적으로 지하수 개발을 하고 있어 지하수자원의 고갈이 우려되고 있다. 본 연구에서는 초정지역의 지속적인 개발로 인해 장래 예측되는 지하수 장애에 대처하기 위해 수치모형을 이용하여 초정지역의 지하수 유통해석을 수행하였다. 해석 결과 동북쪽에 위치한 산간유역의 수위의 변화에 비하여, 하류 구릉지역에서는 양수정들을 중심으로 수위 강하가 급격하게 일어나고 있다. 이는 하류 구릉지역에 공장들이 밀집하여 있고 생활용수와 농업용수 또한 많은 양을 양수를 하는데 기인한다. 따라서 향후 지하수자원의 고갈이 우려되며, 이에 대한 대책이 심각하게 요구된다.

• 한국지구과학회지
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• 제43권4호
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• pp.539-556
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• 2022

In the coastal areas of Jeju Island, composed of volcanic rocks, saltwater intrusion occurs due to excessive pumping and geological characteristics. Groundwater level and electrical conductivity (EC) in multi-depth monitoring wells in coastal areas were characterized from 2005 to 2019. During the period of the lowest monthly precipitation, from November 2017 until February 2018, groundwater level decreased by 0.32-0.91 m. During the period of the highest monthly precipitation, from September 2019 until October 2019, groundwater level increased by 0.46-2.95 m. Groundwater level fluctuation between the dry and wet seasons ranged from 0.79 to 3.73 m (average 1.82 m) in the eastern area, from 0.47 to 6.57 m (average 2.55 m) in the western area, from 0.77 to 8.59 m (average 3.53 m) in the southern area, and from 1.06 to 12.36 m (average 5.92 m) in the northern area. In 2013, when the area experienced decreased annual precipitation, at some monitoring wells in the western area, the groundwater level decreased due to excessive groundwater pumping and saltwater intrusion. Based on EC values of 10,000 ㎲/cm or more, saltwater intrusion from the coastline was 10.2 km in the eastern area, 4.1 km in the western area, 5.8 km in the southern area, and 5.7 km in the northern area. Autocorrelation analysis of groundwater level revealed that the arithmetic mean of delay time was 0.43 months in the eastern area, 0.87 months in the northern area, 10.93 months in the southern area, and 17.02 months in the western area. Although a few monitoring wells were strongly influenced by nearby pumping wells, the cross-correlation function of the groundwater level was the highest with precipitation in most wells. The seasonal autoregressive integrated moving average model indicated that the groundwater level will decrease in most wells in the western area and decrease or increase in different wells in the eastern area.

• 지구물리와물리탐사
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• 제7권3호
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• pp.197-206
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• 2004

지하수 과잉양수에 의해 충적층 지반의 미세한 변위가 나타나는 경우는 대상지역 소유역내의 물수지 불균형이 주요한 원인으로, 이러한 미세변위를 효과적으로 계측하기 위해서는 대상지역내 지반의 대표적인 지점들에서 물수지 측정과 연계된 침하량의 장기 모니터링 방법이 효율적이다. 이 연구에서는 롬층과 모래층으로 구성된 지반에 대하여 시추조사를 이용한 3차원 토양단면도를 작성한 후, 2차원 전기비저항 탐사로부터 얻어진 수리지질구조를 이용하여 개념모델을 구성하였다. 이러한 개념모델과 다양한 수리지질조사 결과를 기초로 지하수 유동모델링과 지반침하 모델링을 수행하여 개념모델의 정확성을 검증한 결과, 롬층과 모래층으로 구성된 지반에서 미세 지반변형과 연관된 수리지질 구조를 해석하는 경우에는 hand auger를 이용한 시추조사와 전극간격을 짧게 한 2차원 전기비저항 탐사법을 함께 적용하는 것이 유용함을 확인하였다.

• 지질공학
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• 제22권2호
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• pp.195-205
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• 2012

겨울철 수막재배를 하고 있는 논산시 왕전리지역의 지하수 취수량감소 원인을 파악하기 위하여 양수시험을 실시하였고, 수막재배에 이용되고 있는 지하수 사용량과 월별 지하수위를 측정하였다. 8개 지하수공에서 양수시험 결과 투수량계수는 $119.9{\sim}388.1m^2/d$, 저류계수는 $1.5{\times}10^{-4}{\sim}5.5{\times}10^{-4}$의 범위이고 주 대수층은 충적층으로 나타났다. 수막재배용 지하수의 양수는 겨울철 약 3개월에 걸쳐서 일어나며 일평균 양수량은 $8,100m^3/d$ 정도였으며 연간 최대 지하수위 변동은 10 m까지 일어나고 있다. 연구지역의 지하수위는 수막재배용 양수가 중단된 지 5개월이 지난 8월에야 완전한 수위회복을 보인다. 이는 연구지역 대수층의 지하수 산출능력에 비해서 겨울철 수막재배시기의 과도한 양수에 의한 것으로 해석된다. 연구지역 중심부 일대의 지하수위는 -3.0~4.38 m로서 연간 8, 9, 10월을 제외한 나머지 9개월은 노성천 하천수위보다 낮아서 하천수가 연구지역으로 유입되는 손실하천의 양상을 띤다. 연구지역에서 겨울철 수막재배에 따른 취수량 감소문제를 해결하기 위해서는 지금보다 규모가 적은 수막재배시설을 운영하여 양수량을 줄이거나 수막재배에 이용된 지하수를 재활용하는 인공함양 수막재배시스템 개발 등이 필요하다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2017년도 학술발표회
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• pp.192-192
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• 2017

In this paper we showed the application of European Space Agency's C-band Sentinel-1 Synthetic Aperture Radar (SAR) imagery to identify land subsidence in a heavily groundwater pumping area. We used the repeat pass satellite interferometry method in combination with persistent scattering (PS) interferometric technique to generate and analyze twenty-eight interferograms for the period October 2014 to November 2016. The interferometry results show that land subsidence is more pronounced in the urban areas. Excessive groundwater pumping in the study area is believed to be the main reason for land subsidence. The results are compared with the subsidence rate measured by GPS as reported in other studies and with the mean change in total water storage field of GRACE solutions provided by the Jet Propulsion Laboratory (JPL), the German Research Centre for Geosciences (GFZ) and the Center for Space Research (CSR). The comparison shows persistently decreasing trends during the period of study. A strong reliance of the trend of land subsidence on the temporal decline in total water storage proposes that much of the land subsidence can be attributed to heavy pumping of the groundwater.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2004년도 총회 및 춘계학술발표회
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• pp.459-462
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• 2004

This study assesses groundwater vulnerability to contaminants in 12 administrative districts of the city of Changwon, using DRASTIC technique. DRASTIC was originally applied to situations in which the contamination sources are at the ground surface, and the contaminants flow into the groundwater with infiltration of rainfall. However, groundwater contamination in urban areas can also be related to excessive pumping resulting in a lowering of the water level. The correlation coefficient between minimum DRASTIC indices and the degree of poor water quality for 10 districts is low as 0.40. The correlation coefficients between minimum DRASTIC indices and the groundwater discharge rate, and between minimum DRASTIC indices and well density per unit area are 0.70 and 0.87, respectively. Thus, to evaluate the potential of groundwater contamination in urban areas, it is necessary to consider other factors such as groundwater withdrawal rate and well density per unit area with ratings and weights as well as the existing six DRASTIC factors.

• 한국지하수토양환경학회지:지하수토양환경
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• 제26권1호
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• pp.76-87
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• 2021

Groundwater is considered to be the best water resource to solve water shortage problems during drought periods. Even though excessive pumping (overdraft) during short-period may give an unprofitable effect on groundwater hydrology, it has a primary role to solve a lack of water resources and to maintain incomes of farmers. This study evaluated maximum irrigation amounts of groundwater to each local-government and province during drought periods. Maximum irrigation amounts of groundwater were evaluated using cumulative groundwater usage data of each local-government during normal and drought years. Maximum irrigation amounts of groundwater during drought periods would be roughly identified as approximately 1.3 times more than the exploitable amounts of groundwater resources for each local-government. Drawdown-limitation depth on groundwater levels at each monitoring well was determined by transforming the maximum irrigating amounts into degree of change on levels. Universal limitation depth of drawdown on groundwater levels was evaluated to be approximately three times of annual fluctuating range on groundwater levels for each monitoring well. Systematic response on groundwater demands with abiding by drawdown-limitation depth can attain an optimal irrigation of groundwater resources during short-term drought.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2018년도 학술발표회
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• pp.148-148
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• 2018

Land subsidence caused by excessive groundwater pumping is a serious hydro-geological hazard. The spatial variability in land use, unbalanced groundwater extraction and aquifer characteristics are the key factors which make the problem more difficult to monitor using conventional methods. This study uses the European Space Agency (ESA) Sentinel satellites to investigate and monitor land subsidence varying with different land covers and groundwater use in the arid Quetta valley, Pakistan. The Persistent Scattering Differential Interferometry of Synthetic Aperture Radar (PS-DInSAR) method was used to develop 28 subsidence interferograms of the study area for the period between 16 Oct 2014 and 06 Oct 2016 using ESA's Sentinel-1 SAR data. The uncertainty of DInSAR result is first minimized by removing the dynamic effect caused by atmospheric factors and then filtered using the radar Amplitude Dispersion Index (ADI) to select only the stable pixels. Finally the subsidence maps were generated by spatially interpolating the land subsidence at the stable pixels, the comparison of DInSAR subsidence with GPS readings showed an R 2 of 0.94 and mean absolute error of $5.7{\pm}4.1mm$. The subsidence maps were also analysed for the effect of aquifer type and 4 land covers which were derived from Sentienl-2 multispectral images. The analysis show that during the two year period, the study area experienced highly non-linear land subsidence ranging from 10 to 280 mm. The subsidence at different land covers was significantly different from each other except between the urban and barren land. The barren land and seasonally cultivated area show minor to moderate subsidence while the orchard and urban area with high groundwater extraction rate showed excessive amount of land subsidence. Moreover, the land subsidence and groundwater drawdown was found to be linearly proportional to each other.

• 한국수자원학회논문집
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• 제45권10호
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• pp.1051-1067
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• 2012

겨울철 작물재배를 위해서 비닐하우스 보온을 위한 수막시설의 이용이 늘어나고 있어 과다한 지하수 이용에 따른 수위 강하 및 하천수 감소를 유발하고 있다. 따라서 수막시설재배 지역에서의 지하수 양수가 지하수 대수층과 연결된 하천에 어떠한 영향을 미치는 지를 정량적으로 평가해야 할 필요가 있다. 본 연구에서는 경기도 이천시 신둔면 수하리 일대 수막시설재배지역에 지하수위와 온도를 계측하기 위한 지하수 관측공을 제내지와 제외지에 설치하고 관측 결과를 분석하여 지하수 양수에 따른 하천-지하수 상호유동계의 변화를 평가하였다. 연구대상지역은 수위와 수온 관측 결과, 수막시설재배기간 동안 지하수 양수의 영향으로 하천수가 지하수계로 유입되는 손실하천의 양상을 나타내었다. 하천바닥층에 대해 침윤계 실험을 통해서 유도한 수두차와 침윤량간의 관계에 자동관측된 수위자료를 대입하여 하천과 지하수계 상호간 유동량의 연속적인 변화를 산정한 결과 수막시설재배가 한창인 2월말에는 지하수 이용량의 약 16% 만큼의 하천수가 감소하는 것으로 분석되었다.

• 한국물환경학회지
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• 제22권2호
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• pp.349-357
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• 2006

Nowadays, the discharges of urban streams during dry season are depleted because the hydrologic cycle in the watershed has been destroyed due to the expansion of the impermeable area, the excessive groundwater pumping, climate change, and so forth. The streamflow depletion may bring out severe water quality problems. This research are to investigate the hydrologic characteristics and to develop a technology to restore sound hydrologic cycle of Anyangcheon watershed. For the hydrological cycle analysis of the Anyangcheon watershed, continuous simulations of urban runoff were performed for the upstream basin of Gocheok bridge whose basin area covered 4/5 of the whole catchment area. The increase of impervious area by urbanization was analysed and its effect on urban runoff was evaluated. The SWMM 5 (Storm Water Management Model 5) was used for the continuous simulation of urban runoff. The analysis results of urbanization effect on runoff are as follows: the surface runoff in 2000 increases to 65% of the whole precipitation whereas the surface runoff in 1975 amounts to 50% of the precipitation; the groundwater runoff in 2000 amounts to 7% and shows 6% decrease during the period from 1975 to 2000.