• 콘크리트학회지
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• 제14권4호
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• pp.72-81
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• 2002

대림산업(주)는 이란 에너지성 산하의 수전력 개발공사가 발주한 이란내 최대의 토목공사로 관심을 끌어온 카룬댐 공사(Masjed-e-Soleiman Hydroelectric Power Project)를 미화 4억6천4백만 달러에 수주하여 1994년 12월 착공한 후 6년 반 동안의 공사 끝에 지난 2001년 4월 19일 완공을 하게 되었다.(중략)

• Journal of Forest and Environmental Science
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• 제36권2호
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• pp.78-90
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• 2020

We studied forest structure and composition in the vicinity of Srinagar Hydroelectric Power Project in Alaknanda Valley, Garhwal Himalaya, India to provide baseline data for the management of forests. Eight sites were selected in the vicinity of power project based on elevation and species composition. Density varied from 650 to 340 ind ha^-1 for trees and from 4,360 to 6,480 ind ha^-1 for shrubs. TBC ranged from 35.02 to 54.02 ㎡ ha^-1 for trees and from 0.875 to 2.628 ㎡ ha^-1 for shrubs. On the basis of density and IVI, Pinus roxburghii was found dominant tree species in most of the sites, whereas among the shrubs, Carissa opaca was dominant. Dominance of Pinus roxburghii in most of the sites is an indication towards possible threat to associated species in the area. The dominance-diversity curve of trees showed a geometric distribution, whereas the shrubs displayed log-normal curves. The forest has rich and diverse species composition however; habitat degradation caused by the construction of Power Project might lead to reduction of plant species from the area. The information obtained from this study will be helpful in predicting possible changes in the forest ecosystem properties in near future after completion of the power project.

• 유통과학연구
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• 제14권8호
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• pp.5-8
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• 2016

Purpose - With its considerable water resources, Lao People's Democratic Republic, hereafter Lao PDR, is considered to become the "battery" of the Southeast Asia region in the next 20 years. This paper explores the investment opportunity in the hydroelectricity development project in the Lao PDR. Research design, data, and methodology - Three significant investment factors including cultural factor, political factors, and economic factors are being literally analyzed. In fulfilling the purpose of this analysis, Num Theun 2 Power Company or NTPC, a current largest hydropower project in the country, is selected for an example of a mega investment project model in the country. Results - NTPC's investment plan, budgets, and current revenue and rate of return are briefly discussed throughout the paper. In addition, this paper also briefly compares and contrasts of the investment in the Lao PDR and investment in its neighboring Singapore who is considered one of the leading developed economies in the region. Conclusions - A recommendation is being proposed on the last section of this paper in the areas that Lao PDR may consider adopting in order to make its investment environment becomes more attractive to foreign investors.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
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• pp.370-378
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• 2003

Continuous seismic refraction, reflection and echo-sounder surveys conducted at Koyna Project site provided geotechnical information which helped in choosing the alignment for Head race tunnel and in designing and choosing the site for Lake Tap. Seismic refraction survey both on land and in shallow water determined depths to bedrock and helped in inferring the bedrock quality. Seismic reflection survey mapped the subsurface stratigraphy with high resolution. Reservoir-bed and bedrock contours drawn from the results of the survey helped in choosing the tunnel alignment and the lake tap position cost effectively. It was inferred from the results of the survey that the geology and the quality of rock do not change unexpectedly around the site for extension of Head race tunnel and the lake tapping. The bedrock levels evaluated by seismic survey agreed remarkably well with those inferred in boreholes having Rock Quality Designation 90 percent or more.

• 한국수자원학회논문집
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• 제51권10호
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• pp.929-939
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• 2018

북한은 수력발전이 전체 발전량의 약 63%를 차지할 만큼 비중이 높고, 지리적으로 수력발전 개발에 많은 이점을 가지고 있다. 본 연구에서는 33개의 북한 댐개발 가능지점에 대해 DEM자료를 이용하여 유역분석 및 저수량을 산정하고, MWSWAT 모델을 이용한 30년간의 장기유출 분석 결과를 적용하여 연간가능발생전력량을 추정하였다. 33개 지점의 연간가능발생전력량은 현재 북한 수력발전량의 약 28% 수준으로 평가되었다. 또한 도별 공업지구 규모를 추정하고, 장래 인구 변동을 전망하여 도별 댐개발 우선순위를 선정하고, 저수량과 연간가능발생전력량을 기초로 도내 댐개발 우선선위를 선정하였다. 도별 우선순위는 평안남도, 함경남도, 함경북도, 황해북도, 평안북도, 자강도, 량강도, 황해남도, 강원도 순으로 나타났다. 본 연구의 결과는 북한지역의 수력발전댐 개발사업의 진출을 위한 초기 검토 자료로 활용이 가능할 것으로 판단된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 추계 학술발표회
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• pp.169-178
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• 2006

The pumped-storage power system is the one of the hydroelectric power systems, generating electricity with hydraulic head difference. In this system, the electricity is produced during the hours of peak demand by using water that has been pumped into an upper reservoir from a lower reservoir during the hours of low demand. Generally, the system consists of an under-ground power house and tunnels such as the headrace, pressure, and tailrace tunnels. The Chungsong pumped-storage power station is the sixth one In the pumped-storage power station in Korea. Both the regional self-government and the population of chungsong -Goon had made a great effort to draw this power station construction into this area. The proposed Chungsong pumped-power station construction project was accepted by the central government as a part of the national electricity plan for the first time in Korea.

• 한국지반공학회지:지반
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• 제14권6호
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• pp.17-32
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• 1998

Bakun 수력발전 공사계획은 2.520MW의 수력발전소 건설과 여기에서 생산된 전기를 말레이시아 반도와 사라왁주로 공급하기 위한 송전선 공사로 구성된다. 발전소는 210m 높이의 콘크리트 지수판형 사력댐으로 건설되며, 댐과 수력발전시설을 건설하기에 앞서 Balui강을 우회시키기 위해 연장 1,400m, 내부 직경 12m, 갱구지역에서 터널 폭 16m인 가배수로 터널 3개가 열대우림 퇴적암 지대에 건설중에 있다. 본 논문은 가배수로 터널의 입.출구 지역에 존재하는 대규모 암반사면에 대한 안정성 평가와 이에 따른 최적 설계방법에 대하여 논의하였다 안정성 평가에 적용된 지반공학적 변수들은 RMR system를 기초로 하여 정의된 4개의 암반유형(RMT: Rock Mass Type)에 따라 결정되었으며, 사면에 대한 안정성 평가는 전체 사면과 지역적 사면으로 구분하여 수행되었다. 전체사면에 대한 안정성 평가에서는 록볼트, 숏크리트가 없는 상태에서 안정성 분석이 수행되었으며, 전체 사면내의 일부 불안정한 지역에 대해서는 소단 및 록볼트, 숏크리트가 시공된 상태를 고려하여 이에 대한 안정해석을 수행하였고. 지속적인 계측을 실시하였으며, 불안정하여 붕괴된 부분은 설계 변경하여 보다 안전하게 시공하였다.

• 한국암반공학회:학술대회논문집
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• 한국암반공학회 2007년도 특별심포지엄 논문집
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• pp.63-79
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• 2007

Several remedial works were attempted to stabilize the collapsed area of the inlet slopes of diversion tunnel, but prevention of any further movement was being only carried out at beginning stage by filling the area with aggregates and rock debris, after several cracks had been initiated and developed around the area. The extra specialty developed folding zone is consisted with highly weathered Greywacke and Black shale. The suggested solution is to improve the properties of the rock mass of failed area by choosing the optimum level of reinforcement through the increment of slope rock support design so as to control the movement of slopes during the re-excavation. The Bakun hydroelectric project includes the construction of a hydroelectric power plant with an installed capacity of 2,520MW and a power transmission system connecting to the existing transmission networks in Sarawak and Western Malaysia. The power station will consist of a 210m height Concrete Faced Rockfill Dam. During the construction of the dam and the power facilities the Balui River has to be diverted of the tunnels is 12m and the tunnel width is 16m at the portal area. This paper describes the stability analysis and design methods for the open cut rock slopes in the inlet area of the diversion tunnels. The geotechnical parameters employed in stability calculations were given as a function of four defined Rock Mass Type (RMT) which were based on RMR system from Bieniawski. The stability calculations procedure of the rock slopes are divided into two stages. In the first stage, it is calculated for the stability of each "global" slope without any rock support and shotcrete system. In the second stage, it is calculated for each "local" slope stability with berms and supported with rock bolts and shotcrete. The monitoring instrumentation was performed continuously and some of the design modification was carried out in order to increase the safety of failed area based on the unforeseen geological risks during the open cut excavation.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2002년도 하계학술대회 논문집 D
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• pp.2322-2324
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• 2002

Korea Water Resources Corporation (KOWACO) operates nine hydroelectric power stations on the Han River, Nakdong River, Geum River & Seomjin River Areas. KOWACO will take the lead in improving the efficiency of water resources supply in this parer, KOWACO Generation Intergrated Operating System(GIOS) project will improve the generating plant, hydraulic structures, switchgear, and station controls, alarms and services for unmanned remote controlled operation by modern intergraed SCADA system. Mordern SCADA is used to cover all computer systems designed to perform the following main functions: - to collect data from industrial plant devices. - to process and perform calculations on the collected. - to present collected and derived data on displays on. - to accept commands entered by human operators and act on them such as sending control commands to plant devices.

• 터널과지하공간
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• 제8권4호
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• pp.296-306
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• 1998

바쿤 수력발전 공사계획은 대형댐과 2,520 MW 출력량의 수력발전소를 건설하는 대형 턴키 프로젝트이며 현재는 발전댐 건설에 앞서 3개의 가베수 터널이 시공중에 있다. 바쿤 지역은 유기물 함량이 높아 쉽게 부서지는 퇴적지층으로 이러한 열대우림지역에서 가배수로 터널의 지보설계를 위해 전체적인 암층단위를 공학적인 목적과 역학적 거동양상을 토대로 주도적인 암종에 따라 분류하였다. 또한 이러한 암층단위를 기준으로 풍화정도와 절리의 빈도 및 특성을 고려하여 다시 4개의 암반유형으로 분류하였고 또한 가배수로 터널의 특성과 현재의 지반특성과 현재의 지반특성을 고려하여 지반내 swelling 광물의 존재를 확인하였다. 다양한 암반과 지보조건에 적합한 다양한 Swellex 록볼트를 적용하였으며 지지력이 낮은 록볼트를 사용할 대 발생되는 문제는 볼트의 면적에 따른 록볼트의 양을 조절하여 해결하였다. 또한 계측결과와 전산해석 결과에 따라 지보재의 설치간격, 수량을 조절하였으며, 계측결과에 따른 역해석을 실시하여 최적의 지보패턴을 결정하였다.