Deep borehole drilling is essential not only to select the host rock type for deep geological disposal of high-level radioactive waste (HLW), but also to identify the characteristics of the disposal site during the site selection process. In particular, since the disposal depth of HLW is considered to be over 300 m, deep borehole drilling must be performed. In deep borehole drilling, drilling design, excavation, and operation may vary depending on the rock type, drilling depth, and drilling purpose etc. This study introduced cases in which Korea was divided into four geotectonic structures and four representative rock types and conducted with a goal of 750 m drilling depth. Prior to this, a review of deep drilling cases conducted at domestic and abroad was presented. If sufficient time and cost are available, several drilling holes can be excavated for various purposes, but if not, one or two drilling holes should be used to achieve the objectives of various fields related to HLW disposal. The presence of bedding, strata or fault zones depending on the type of rock, etc. may affect drilling deviation or circulating water management. In addition, unlike drilling in general geotechnical investigation drilling, the use of polymers or grouting agents is limited to determine hydraulic and geochemical characteristics. This report introduces the experience considered during the design and drilling process of deep drilling in granite, gneiss, sedimentary rock, volcanic rock, etc., and is expected to be used as basic data when carrying out future HLW projects.

해안지역에서 지하수 순환 특성 규명은 지하수 자원의 효율적 관리 측면에서 매우 중요하다. 본 연구에서는 물수지 분석법 을 이용하여 지하수 침누수량을 산정하였다. 증발산량은 Thornthwaite 방법으로 계산하였으며, 지표 직접유출량은 SCS-CN 방법으로 산정하였다. 지하수 저류량 변화는 229 mm/년로 30년 평균 강수량 1286 mm/년의 17.8%에 해당하며, 증발산량 은 693 mm/년 (53.9%), 지표 직접유출량은 124 mm/년 (9.6%)로 산정되었다. 강우량과 지하수 저류량 변화 사이에는 강우 량과 증발산량, 강우량과 지표 직접유출량에 비해 상관성이 높게 나타난다. 이는 증발산량 및 지표 직접유출량 보다 지하수 저류량 변화가 강우량에 대해서 더 민감하게 반응한다는 것을 반영한다.