• Journal of Conservation Science
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• v.30 no.2
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• pp.189-203
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• 2014

In this study, the identification and distribution for rock types of the South Gate Wall of Myeoncheoneupseong Town Wall in Dangjin was investigated, and the homogeneity analysis of rock properties in the wall between the surrounding out crops estimated by examining the possible provenances. The Town Wall consists of variable rock types about 15 kinds. Granitic rocks (61.0%), quartzite (21.0%) and quartz feldspar porphyry (8.7%) accounted over 90% of total survey section. These rock properties are very similar to surrounding rocks of the Town Wall on the basis of occurrences, magnetic susceptibility, petrography, mineralogical and goechemical characteristics. Thus, it is probable that the rock properties of the Town Wall were supplied from the Town Wall around about 8km within at Seongsangri, Yangyuri, Seongbukri, Galsanri and Daedeokdong area. And supplied rock properties in the construction process, easy procurement rather than rock type was most likely seems to be considered.

• Water for future
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• v.24 no.1
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• pp.83-92
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• 1991

The purpose of this paper is to estimate river maintenance water of the main gauging stations in Geum river watershed. The estimation methods of river maintenance water are classified into two categories : views of supply and demand. The definition of river main-tenance water in this paper, is the maximum value between mean drought flow and environmental conserving flow. In order to estimate river maintenance water, the mean drought flow estimated at the upstream of the Daecheong Dam but the downstream of the Daecheong Dam estimated mean drought flow and water quality control flow use of QUAL2E Model. In result, a mean drought flow showed large value at the Gong ju and Gyu am station as the downstream of the Daecheong Dam. The river maintenance water is 33.82$m^3$/sec at the Gong ju station, 51.51$m^3$/sec at the Gyu am station. Therefore, an estimation of the river maintenance water in the Geum River watershed concluded suitability which is determined mean drought flow.

• Proceedings of the Korea Water Resources Association Conference
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• 1992.07a
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• pp.366-374
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• 1992

1980년 금강유역에 축조된 대청 다목적댐에 의한 하류의 하상변동을 실측자료를 이용하여 조사,분석하고 미국 공병단에서 개발된 HEC-6 모형을 이용하여 장래의 하상변동을 예측하였다. 모형의 적용구간은 대청조정지댐에서 부여까지 약 78km이며, 적용 기간은 1980~1988이며, 장래의 하상변동 예측결과에 따르면, 조정지댐~마어구 수위표 구간은 하상이 저하될 것이 예상되며, 공주 수위표 하류는 하상이 상승될 것으로 예상된다. 특히 규암 수위표 상류 3~15km 구간은 하상이 1~2m 이상 상승될 것으로 나타나고 있다. 이 구간은 현재도 하상상승에 따른 취수장 취수구의 매몰 등의 문제점이 발생하고 있는 바 이에 대한 보다 자세한 조사와 분석 및 대책마련을 위한 조치들이 시행되어야 할 것이다.

• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.751-755
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• 2007

금강 홍수예보시스템의 유출모형은 이미 구축되어 있던 한강의 홍수예보시스템과 마찬가지로 저류함수법과 단위도법에 의한 홍수 유출 모형을 근간으로 구성되어 있다. 홍수시 금강하구둑으로 인한 홍수시 하류부의 조위 또는 하구둑의 내수위 변화가 상류부에 미치는 영향을 현재 운영되고 있는 홍수예보 시스템의 저류 함수모형으로는 반영하지 못하기 때문에 하류부의 조위 변화에 영향을 받는 구간에서의 홍수예측에 많은 문제점을 초래하고 있다. 이와 같은 수문학적 상황으로 인하여 하구둑 저수지에 의한 배수 영향은 저류함수법에 의한 홍수예측의 정확도를 저하시키는 요인으로 작용하고 있으므로 수리학적 홍수예측모형의 개발을 필요로 하고 있다. 따라서, FLDWAV 모형을 적용하여 개발한 수리학적 홍수예측모형으로 배수영향을 받는 홍수예보지점인 규암, 강경지점을 모의하였다. 이를 통해 근본적으로 수문학적 모형이 해결할 수 없는 한계를 없애고, 수문학적 모형과 병용함으로써 더 정확하고 효과적인 홍수예보업무가 될 것이라고 판단된다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.5 no.2
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• pp.137-146
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• 2001

The non-destructive tests are widely used to predict the strength of existing structures. The purpose of the present study is to propose the prediction equations for strength evaluation of concrete structures. The present study focuses on the rebound method and ultrasonic pulse velocity method for quartzite aggregate concrete. The major test variables include the water-cement ratio and curing methods. The water-cement ratio are 0.4, 0.5, 0.6, 0.7, respectively and the curing method covers ail-dry condition and standard curing condition. The prediction equations for strength of concrete are proposed from the present test data.

• Journal of the Mineralogical Society of Korea
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• v.31 no.3
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• pp.215-225
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• 2018

Musan iron deposit in North Korea and iron deposits in Anshan-Benxi area in China are Archean banded iron formations and included in Longgang block in Eastern block of North China Craton. Host formations of Musan iron deposit and Anshan-Benxi iron mineralized belt are Musan group and Anshan group, respectively. These groups consist of magnetite-bearing quartzite, amphibolite, schist, and migmatite. Host rock of banded iron formation in Musan deposit and Anshan-Benzi mineralized belt is magnetite-bearing quartzite. Shape of ore bodies in Musan deposit is horse's hoof due to the fold while shape of orebodies in Anshan-Benxi mineralized belt is layer. The previous studies revealed the both of banded iron formations are contemporaneously deposited during the late Archean (Musan deposit and iron deposits in Anshan-Benxi area: 2.66-2.52 Ga and 2.55-2.53 Ga, respectively). Musan deposit and iron deposits in Anshan-Benxi mineralized belt belolng to Algoma type BIFs. In conclusion, the characteristics of geology, formation ages, and deposit types of Musan deposit and Anshan-Benxi minerlized belt are very similar.

• The Journal of the Petrological Society of Korea
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• v.23 no.1
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• pp.17-30
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• 2014

In this study we carried out SHRIMP U-Pb age dating of detrital zircons from age-unknown meta-sedimentary formations distributed around the NNE-SSW trending Gwangju Shear Zone, a branch of Honam Shear Zone, in the southwestern region of the Korean Peninsula. The meta-sedimentary formations from the west (Yeonggwang) and east (Jangseong) areas of the Gwangju Shear Zone have different patterns of zircon age distributions. Zircons of quartzites from the Yeonggwang area yield clusters at Neoarchean (ca. 2,500 Ma), Paleoproterozoic (ca. 1,860 Ma), Neoproterozoic (ca. 960 Ma) and Paleozoic (ca. 380 Ma) ages, but those of the Jangseong area yield clusters at only Neoarchean (ca. 2,500Ma) and Paleoproterozoic (ca. 1,880 Ma) ages. The contrastive patterns in age indicate that the meta-sedimentary formations from the west and east areas correspond to the meta-sedimentary formations of the Okcheon Metamorphic Belt and the sedimentary formations overlying on the Yeongnam Massif, respectively. The results imply that the Gwangju Shear Zone is the tectonic boundary between the Okcheon Metamorphic Belt and the Yeongnam Massif.

• KOMUNHWA
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• no.64
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• pp.75-107
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• 2004

The Noeun-dong Paleolithic site located at the construction area of Daejeon World Cup Stadium, has been excavated two times between 1998 and 1999. The site is situated at 60-75m above sea level on a gentle slope. According to the absolute dating results a

• Tunnel and Underground Space
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• v.17 no.2 s.67
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• pp.102-108
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• 2007

Generally, the method used most widely for rock mass classification is considering the rock strength and development of joint frequency. However, if rock bed has micro-crack and long joint, this method is not rational. Therefore, the difficulties of excavation in the rock bed with complicated geological condition are decided by combining joint frequency. indoor tests (uniaxiall compressive strength, point load test, indoor elastic wave velocity, etc.) and field seismic refraction survey, and the rock mass classification should be implemented by considering their interrelationship.

• Economic and Environmental Geology
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• v.3 no.2
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• pp.123-133
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• 1970

위에서 상논(詳論)한것을 요약(要約)하면, 1) 본(本) 지성(地城)을 구성(構成)하는 지질(地質)은 신나통(新羅統)의 퇴적암류(堆積岩類), 이를 관입(貫入)하는 불국사순(佛國寺純)의 화강록암(花崗綠岩) 및 암맥(岩脈)으로 되어 있다. 2) 광구일대(鑛區一帶)의 퇴적암류(堆積岩類)는 원내(原來)의 퇴적상(堆積相)과 화강섬록암(花崗閃綠岩)의 관입등(貫入等)으로 규화(珪化)되 어 규암(珪岩) 또는 규화(珪化)된 혼펠스로 변(變)하여 있다. 3) 지질구조(地質構造)는 단순(單純)한 배사(背斜)를 나타내 며 퇴적암(堆積岩) 및 화강섬록암중(花崗閃綠岩中)에 수(數) sets의 절이(節理)가 발달(發達)하여 이들에 따라 광화작용(鑛化作用)이 이루어졌다. 4) 광상(鑛床)은 퇴적암(堆積岩) 및 화강섬록암중(花崗閃綠岩中)의 열하에 연(沿)하여 배태(胚胎)하며 연(軟)망간광(鑛) 광맥(鑛脈)과 금은광맥(金銀鑛脈)의 2종(種)이 발달(發達)된다. 5) 금은광맥(金銀鑛脈)은 맥폭(脈幅)이 좁고 주향방향(走向方向)의 연장(延長)이 단속(斷續)되 며 분석결과(分析結果) 금(金)은 없고 은(銀)은 23.3g/t 내지(乃至) 913.3g/t 이여서 가행가치(稼行價直)가 없다. 6) 망강광맥(鑛脈)은 수조(數條)있으나 주목(注目)만한 것은 제(第)4갱맥(坑脈)과 제(第)5갱맥(坑脈)으로서, 전자(前者)는 연장(延長) 120m, 평균맥폭(平均脈幅) 0.5m 추정(推定)되며, 평균품위(平均品位)는 Mn 약(約) 17.5%이다. 후자(後者)도 연장(延長) 120m, 평균맥폭(平均脈幅) 0.6m 추정(推定)되며, 평균품위(平均品位)는 15.7%이다. 7) 광맥(鑛脈)은 후화강섬록암시기(後花崗閃綠岩時期)의 열하의 방위(方位)에 지배(支配)받으며, 주향(走向) 및 경사방향(傾斜方向)으로 전변(轉變)한다. 그러나 규암질모암(珪岩質母岩)의 성질(性質)로 보아 광상(鑛床)이 팽대(膨大)하여질 가능성(可能性)은 없다. 8) 망간 및 금은광맥(金銀鑛脈)은 열수광상(熱水鑛床)에 속(屬)한다.