• Title/Summary/Keyword: Yeongcheon dam waterway tunnel

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Effect of the Yeongcheon Dam Waterway Tunnel, Korea, on Local Groundwater Levels (영천댐 도수터널 주변지역 지하수위 영향 분석)

  • Gyu-Han Kim;Seong-Woo Moon;Yong-Seok Seo
    • The Journal of Engineering Geology
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    • v.33 no.3
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    • pp.461-474
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    • 2023
  • The study area is located in Hyeonseo-myeon and Andeok-myeon of Cheongsong-gun, Korea around the Yeongcheon dam waterway tunnel, and in this paper, it is analyzed whether the groundwater level is recovered or not compared to groundwater level before waterway tunnel construction by measuring the groundwater level of 156 wells which were installed in areas near and away from the waterway tunnel. From September 2017 to August 2018, the groundwater level of the well was measured at least once a month, and as a result of groundwater level observation survey, the groundwater level of wells distributed in the directly affected zone by the waterway tunnel is relatively lower than that of the indirectly affected zone apart from the waterway tunnel. These results are estimated to be predominantly affected by the effect of waterway tunnel acting on geologic discontinuities rather than by terrain conditions, i.e. groundwater flows being leaked to the waterway tunnel through direct or indirect channels. Continuous monitoring and further investigation will be required to maintain groundwater facilities and preserve groundwater environments in the future.

Relation between Groundwater Inflow into the Waterway Tunnel and Hydrogeological Characteristics in Hyeonseo-myeon, Cheongsong-gun, Korea (청송군 현서면 일대 도수로터널내 지하수 유입량과 수리지질 특성의 관련성)

  • 박재현;함세영;성익환;이병대;정재열
    • The Journal of Engineering Geology
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    • v.11 no.2
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    • pp.141-152
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    • 2001
  • The waterway tunnel zone (length 1,484m) in the Hyeonseo-myeon area that is a part of Yeongcheon dam waterway tunnel has been studied to characterize the relationship between groundwater inflow into the waterway tunnel and hydrogeologic characteristics. The effects of sandstone thickness in the tunnel section. fracture density, fracture aperture and spacing, fault zone width and hydraulic conductivity on the early inflow (inflow prior to the lining and grouting) are investigated. The relationship between fracture density and hydraulic conductivity is also considered. The result of the study suggests that fault zone width has the greatest effect on groundwater inflow into the tunnel, and sandstone thickness, hydraulic conductivity and fracture density in order shows an influence on the inflow.

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