• 제목/요약/키워드: groundwater dam

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Assessment of the Effect of Sand Dam on Groundwater Level: A Case Study in Chuncheon, South Korea

  • Yifru, Bisrat;Kim, Min-Gyu;Chang, Sun Woo;Lee, Jeongwoo;Chung, Il-Moon
    • 지질공학
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    • 제30권2호
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    • pp.119-129
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    • 2020
  • Sand dam is a successful water harvesting method in mountainous areas with ephemeral rivers. The success is dependent on several factors including material type, hydrogeology, slope, riverbed thickness, groundwater recharge, and streamflow. In this study, the effect of a sand dam on the groundwater level in the Chuncheon area, South Korea was assessed using the MODFLOW model. Using the model, multiple scenarios were tested to understand the groundwater head before and after the construction of the sand dam. The effect of groundwater abstraction before and after sand dam construction and the sand material type were also assessed. The results show, the groundwater level increases substantially after the application of a sand dam. The comparison of model outputs, simulated groundwater head before and after sand dam application with and without pumping well, shows a clear difference in the head. The material type has also an effect on the groundwater head. As the conductivity of the material increases, the head showed a significant rise.

쌍천 지하댐의 효용성 평가를 위한 지표수-지하수 통합 수문해석 (Integrated Surface-Groundwater Hydrologic Analysis for Evaluating Effectiveness of Groundwater Dam in Ssangcheon Watershed)

  • 김남원;나한나;정일문
    • 자원환경지질
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    • 제44권6호
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    • pp.525-532
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    • 2011
  • 지속가능한 지하수 자원의 개발과 관리능력의 수단으로서의 지하댐의 이용과 그 효율성에 관한 분석을 수행하기 위해 완전연동형 지표수-지하수 통합해석 모형인 SWAT-MODFLOW를 쌍천유역에 적용하여 지하댐 건설에 따른 영향평가를 수행하였다. 지하댐 건설 후에는 댐 상류의 지하수위 상승이 일어나며 하류부는 지하수가 감소하는 현상이 나타난다. 이에 따라 지표수-지하수의 상호교환량은 상류에서 더 커지는 것으로 나타났다. 지하댐 건설에 따라 상류부 대수층의 저류량이 증가함으로써 가용한 지하수의 개발량은 그만큼 증가하는 것으로 나타났다. 본 연구를 통해 지하댐의 기능이 대수층의 가용 저류량을 증대시키는 매우 유용한 시설임을 확인할 수 있었고, 통합 수문해석 방법론은 지하댐 건설에 따른 영향 뿐 아니라 설계와 운영을 평가하기 위한 적절한 기법으로 이용될 수 있을 것으로 판단된다.

지하댐에 의한 안정적 적정개발가능량 평가 (Assessmnnt of Optinal Amount of Water Resources by Groundwater Dam)

  • 박창근;박재현;김대근;양정석
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2005년도 학술발표회 논문집
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    • pp.260-264
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    • 2005
  • Effective use of water resources has become a social problem because the deficit of water comes from population growth and Industrial development. Therefore, the conjunctive operation of surface water and groundwater will become an alternative. Groundwater has many advantages for the evaporation and effect of rainfall compared with surface water. Although the available amount of groundwater is small, groundwater dam can be used complementarily because of the sustainable supply of water. A calculating technique of the optimal amount of water resources by the groundwater dam was developed. A pilot site was selected to assess the optial amount of groungwater for the designed groungwater dam. If the developed technique is more refined by the measured data, the groundwater dam will become a good alternative to develope the water resources in the water deficit area.

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가뭄대비 농업용 지하댐 적지 평가 지표 개발 - 계층분석과정의 적용 - (Development of Suitable Sites Assessment Criteria for Agricultural Subsurface Dam for drought Management using Analytic Hierarchy Process (AHP))

  • 명우호;송성호
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제22권6호
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    • pp.37-47
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    • 2017
  • Climate change has often resulted in severe droughts in a rice-farming season (i.e., April to June), and the large amount of water resources were needed to cope with droughts during the season. Therefore, the subsurface dam, which is able to store groundwater resources in the alluvium aquifer, has been considered to be an alternative for securing more groundwater resources. In this study, suitable sites assessment criteria for agricultural subsurface dam using analytic hierarchy process (AHP) were established for adequate drought management. Moreover, the criteria were applied to the existing five agricultural subsurface dams to verify their applicability of groundwater supply for each subsurface dam. The assessment criteria were divided into three major categories (geology, hydrology and business condition) and classified to 12 individual sub-categories with weighting. From the assessment, Ian subsurface dam and Wooil subsurface dam were identified as the best and the worst suitable site, respectively, and this result was in accordance with the average amount of annual groundwater supply by each subsurface dam during the period of 2011-2017.

지하수 모델링을 통한 지하수댐 건설 효과 분석 (Analyzing the Effect of Groundwater Dam Construction Using Groundwater Modeling)

  • 김지욱;임경남;박현진;이보경
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제18권3호
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    • pp.11-22
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    • 2013
  • SEAWAT, a linked modeling program of Visual MODFLOW was used to analyze the change in groundwater levels and salinity related groundwater dam construction in Cheongsan island, Wando-Gun, Jeollanam-Do. The steady-state model results show the groundwater flow and salinity distribution of the studied area. The groundwater flows from north-west and south-east highlands into the river, located in the middle part of the basin, and is eventually discharged to the ocean. Part of the sea water infiltrates into the river; and through the estuary's alluvium aquifer, the sea water intrusion takes place spreading to about 830 m from the ocean. The transient model results show that after the groundwater dam construction, groundwater levels will rise to a maximum of 2.0 m upstream, and the groundwater storage will increase 21,000 after 10 years. Meanwhile 31% of the total area affected by sea water intrusion will decrease. To conclude, the groundwater dam is a very useful method for a secure water resource in preparation for drought and water shortages in the island regions.

Numerical Modeling of the Effect of Sand Dam on Groundwater Flow

  • Yifru, Bisrat;Kim, Min-Gyu;Chang, Sun Woo;Lee, Jeongwoo;Chung, Il-Moon
    • 지질공학
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    • 제28권4호
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    • pp.529-540
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    • 2018
  • Sand dam is a flow barrier commonly built on small or medium size sandy rivers to accumulate sand and store excess water for later use or increase the water table. The effectiveness of sand dam in increasing the water table and the amount of extractable groundwater is tested using numerical models. Two models are developed to test the hypothesis. The first model is to simulate the groundwater flow in a pseudo-natural aquifer system with the hydraulically connected river. The second model, a modified version of the first model, is constructed with a sand dam, which raises the riverbed by 2 m. In both models, the effect of groundwater abstraction is tested by varying the pumping rate. As the model results show the groundwater after the construction of the sand dam has increased significantly and the amount of extractable groundwater is also increased by many folds. Most importantly, in the second model, unlike the pseudo-natural aquifer system, the groundwater abstraction does not have a significant effect on the water table.

지하댐 건설에 따른 유역 내 지하수위 변화 특성 해석 (An Analysis of Groundwater Level Fluctuation Caused by Construction of Groundwater Dam)

  • 김종태;김만일;정일문;김남원;정교철
    • 지질공학
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    • 제19권2호
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    • pp.227-233
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    • 2009
  • 우리나라는 수자원 특성상 강우의 시간적, 공간적 불균형이 심하여 수자원 개발과 관리여건이 대단히 열악하다. 이에 따라 현시점에서 향후 물 부족에 대처할 신규 수자원의 안정적 확보방안의 하나인 지하댐의 건설 예정지를 파악하고 지표수와 지하수를 연계하여 효과적으로 개발 이용 가능한 지하댐 개발의 국내 적용을 검토 할 필요가 있다. 이번 연구는 지하댐 건설 예정지인 경남 하동군 횡천강 일대의 지질조사, 수리 수문학 분석 등을 통해 프로그램 입력 자료를 산정하였다. 또한 입력자료를 바탕으로 SWAT-MODFLOW를 통해 지표수 및 지하수의 연계 해석을 실시하였으며 지하댐 건설전과 후의 지하수위 변화를 예측하였다.

지하댐 건설로 인한 지하수 증가량 계산 및 유황 분석 (Analysis of Flow Duration and Estimation of Increased Groundwater Quantity Due to Groundwater Dam Construction)

  • 김종태;김규범;정일문;정교철
    • 지질공학
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    • 제24권1호
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    • pp.91-98
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    • 2014
  • 본 연구는 지하댐 건설에 의한 지하수 증가량을 계산하고 지표수에 미치는 영향을 검토하는 것이 목적이다. 이를 위해 연구지역 면적과 지하수위, 유효공극률을 이용해 지하수량을 계산하였으며 영덕 오십천의 유황분석을 실시하여 지하수량 증가에 따른 지표수 변화를 검토하였다. 분석 결과 지하수 증가량은 지하댐 유역 기준으로 최대 $91,746m^3$이며 지하댐 하류의 지하수 감소량은 최대 $11,259m^3$인 것으로 계산되었다. 따라서 연구지역의 지하수 확보량은 총 $80,487m^3$이며 지하수 감소량은 지하수 증가량에 비해 12.27%에 불과한 것으로 나타났다. 댐 건설 후 하류지역의 유황곡선을 분석한 결과 댐건설로 인해 유출량의 변화가 최대 $3.00{\times}10^{-2}m^3/s$ 발생하였으나 댐 건설 전과 비교해 전반적인 차이는 거의 없는 것으로 나타났다. 이 연구 결과는 지하댐이 지표수 환경에 영향을 주지 않으며 충분한 대체 수자원이 될 수 있다는 것을 의미한다.

해안지역 지하수댐 염수침입 방지기술 개선 방안 (Countermeasure to Prevent Seawater Intrusion on Coastal Area)

  • 부성안;이기철;김진성;정교철;고양수
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2002년도 총회 및 춘계학술발표회
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    • pp.148-154
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    • 2002
  • Groundwater Dam is one of the reliable techniques to get huge amount of groundwater abstraction for municipal, agricultural, drinking, industrial water supply system. It can be a major technique to solve water shortage problems when it based on the sufficient watershed, proper topology, and adequate aquifer distribution and pollution control. It is suggested that the two consecutive underground wall in the coastal area to prevent seawater intrusion beneath a single wall.

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암반지하수 저류지 개발 전망

  • 이기철;한정상;부성안;장준영;박종철
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2002년도 총회 및 춘계학술발표회
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    • pp.85-92
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    • 2002
  • When the United Nation classified as Korea is the one of the water deficit country. The consensus was made that the water is the one of the precious national resources. Government increases their R/D budget trying to get more clean water bodies. For instances, 'Sustainable Water Resources Development' project is the one of major title in '21 Century Frontier Research project and there are several small research projects are undergoing by the Ministry of Agriculture and KARICO. However, when the environmental preservation issue has been get more emphasis, construction of the Surface Dam met the blockage from the environmentalists due to the problem of the their water buried area. Since the most fitting site for surface dam had been used in the past, some engineer move their focus on modification of the existing Dam's height to enlarge its capacity or dredging the bottom of the reservoir recently However dredging evoke water quality problem in return by accumulated materials at the bottom. Last year the Dong Gang Dam plan has been canceled by environmental problem in water buried area of the reservoir. With the point of this view, ground water gets more focus for the one of the useful alternative for clean water bodies. Underground dam technique which had widely applied once in the early nineteen eighties by the KARICO and attenuated due to engineering insufficiency. The technique is newly studied with the advanced engineering technique. Still groundwater usage rate in Korea is much lower comparing with the advanced countries and has many rooms to develop. Wells, under ground dam and radial collector wells are typical facilities up to now. There is little application in Korea for the Recharge Dam, which had been widely used in the advanced countries. The Recharge Dam is technique to conjunct surface water and groundwater body together, This technique had developed to increase groundwater recharge at the beginning This research is the result of the study on the possibility of the development of the new technology, Groundwater Reservoir' which was modified from Recharge Dam. Groundwater Reservoir is like a deep artificial lakes trenched in hard rock aquifer to get groundwater. The advantage of the Groundwater Reservoir is followings 1) It can be developed at the plains area, not in the deep valley 2) Huge water body can be developed without dam 3) Small buried area comparing surface water dam makes the least environmental effect. 4) Trenching cost can be substitute by the income of the selling rock debris 5) Outfit of the reservoir can be modified to match with the site prospect 6) Rock debris can be used as constructing materials 7) It can be used as groundwater recharge system when the heavy rains comes 8) The reservoir looks like scenery lake with huge clean water bodies.

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