• 제목/요약/키워드: large-scale IT project

검색결과 337건 처리시간 0.024초

우리나라의 하천특성을 고려한 하천자연도평가 (A Study on the Evaluation of Stream Naturalness for Stream Corridor)

  • 박봉진;이준열;성영두
    • 한국수자원학회:학술대회논문집
    • /
    • 한국수자원학회 2004년도 학술발표회
    • /
    • pp.516-520
    • /
    • 2004
  • 하천자연도란 하천 생태계의 자연스러운 정도를 의미한다. 하천자연도평가는 인위적 환경훼손의 영향을 상대적으로 평가하여, 현재 하천이 자연스러움에서 어떻게 어느 정도 벗어나 있는지를 가늠하며, 그리고 그러한 차이가 하천생태계에 어떤 중요성이 있으며, 자연에 가까운 하천구조를 다시 만들기 위해서는 얼마나 큰 행동이 필요한지를 보여주기 위해서 시행하는 것이다. 금번 연구에서는 국내외 하천자연도평가에 관한 연구성과를 검토하여 문제점을 개선하고 홍천강에 적용성을 검토하여 우리나라의 하천특성에 맞는 하천자연도 평가 방법을 제안하였다. 금번 제안한 하천자연도 평가는 하천의 치수 및 이수기능을 증진하고 하천생태계의 서식처 기능을 확보하기 위해, 하천의 환경적인 측면에서의 건전성을 평가하여 하천환경정비의 방향성을 제시할 수 있는 지표로 활용될 것으로 기대된다.

  • PDF

대규모 농업용저수지 수혜면적 변화에 따른 효율적 용수재분배 모의 (Simulation of Water Redistribution for the Resized Beneficiary Area of a Large Scale Agricultural Reservoir)

  • 성무홍;정민혁;범진아;박태선;이재남;정형모;김영주;유승환;윤광식
    • 한국농공학회논문집
    • /
    • 제63권3호
    • /
    • pp.1-12
    • /
    • 2021
  • Optimal water management is to efficiently and equally supply an appropriate amount of water by using irrigation facilities. Therefore, it is necessary to evaluate water supply capacity through distribution simulation between the designed distribution rate and re-distributed rate according to the changed farming conditions. In this study, we recalculated the agricultural water supply amount of Geumcheon main canal, which beneficiary area was reduced due to the development of Gwangju-Jeonnam innovation city, and we constructed a canal network using the SWMM model to simulate the change in supply rate of each main canal according to the re-distributed rate. Even though the supply amount of the Geumcheon main canal was reduced from 1.20 m3/s to 0.90 m3/s, it showed a similar supply rate to the current, and the reduced quantity could be supplied to the rest of the main canal. As a result, the arrival time at the ends of all main canal, except for the Geumcheon main canal, decreased from 1 to 3 hours, and the supply rate increased from 4 to 17.0% at the main canal located at the end of the beneficiary area of Naju reservoir.

漢江 水質保全 行政에 관한 硏究 (A Study on the Administration for the Han River Water Quality Control)

  • Kim, Kwang Hyop
    • 한국환경보건학회지
    • /
    • 제10권2호
    • /
    • pp.9-40
    • /
    • 1984
  • This thesis purports to overview the diverse administrative and organizational factors and plannings developed by the government organizations, municipal or otherwise, to tackle the Han River water pollution issues in the past years. This thesis also looks into the ever-worsening Han River water pollution problems, in particular, in terms of the various government plans ostensibly designed to reduce the pollution level but with little success. Also dealt with are the efficiencies with which the laws and decrees on water pollution the administrative organizations put to use in the prosecution of the diverse antiwater pollution projects involving the Han River basin. From the early 1960's up to the 1970's the government had concentrated on the growth-oriented economic policy with the result that little attention had been paid to the water pollution and other environmental issues that are bound to arise from the massive economic growth. Belatedly, the five-year Hah River Development Project was initiated in 1982 with emphasis on reducing the water pollution level at Hah River to the minimum. The following are the gists of the thesis and recommendations for the future antiwater pollution plans by the administrative organizations: 1. Documents to date indicate that the irrigation projects along the Han River area had been the main focus of attention during the Yi Dynasty and under the Japanese rule of the country. 2. Despite that the water pollution issue became the subject of many debates among the academic and research institutions in the 1960's and in the 1970's, the administrative organizations in charge of the Han River water quality control failed to come up with a concrete plan for the river's water quality control. 3. Nevertheless, the water pollution of the Han River area in fact began in the 1950's, with the unprecedented concentration into Seoul of population and the industrial facilities on a larger scale, in particular, enforced by the government's strong growthoriented policy in its Economic Development plans in the 1960's. 4. Starting in the 1960's, the Han River water pollution level dramatically increased, but the government was reluctant to promulgate or put into effect strong measures to curb the many factors contributing to the river water pollution, thus worsening the environmental issues along the Han River basin. 5. The environmental protection law and other laws and decrees relating to the antiwater and air pollution issues that were subsequently put into effect underwent so many changes that efficient anti-water pollution policies could not be effected for the Han River basin. The frequent organizational reshuffle within the administrative units concerned with environmental problems has resulted in the undue waste in personnel management and finance. 6. The administration on the environmental protection could not be efficiently carried out due to the organizational overlapping. Under the existing law, frequent organizational frictions and inefficiency are bound to occur among the central government offices themselves, as well as between the central government and the Seoul city administration, and among the city's administrative offices over the conservation of the Han River basin and over the river's anti-water pollution issue. 7. In the planning and prosecution of the Han River project, political influences from the president down to the lower-level politicious appear to have been involved. These political influences in the past had certainly had negative influence on the project, nevertheless, it appears that in the recent years, these political influences are not all that negative in view of the fact that they serve as a positive contributing factor in developing a better water quality control project along the Han River basin. The following are a few recommendations based on the data from the thesis: First, officials in charge of the Han River water quality control should pay attention to a careful screening of the opinions and recommendations from the academic circles and from the public should be made so that the government could better grasp the core issues in the environmental problems that require preventive and other necessary measures. Second, vigorous redistribution policies of population and industrial facilities away from the Seoul area should be pursued. Third, the government should refrain from revising or revamping too frequently the laws and decrees on the anti-water pollution, which is feared to cause undue inconveniences in the environmental administration. Fourth, a large-scale streamlining should be made to the existing administrative organization in an effort to do away with the inter- and intra-organizational friction. It is recommended that a secretariat for the Hah River basis conservation be established. Fifth, High-level administrative officials, with a thorough knowledge and vision on the Han River water quality control, should be prepared to better deal with the budgeting and personnel management for the Han River water pollution control not only at the control government, but also at the Seoul city municipal government levels. Environmental issues should be kept distinct from political issues. Environmental issues should not serve as a window-dressing for sheer political purposes. Sixth, the Hah River proiect should also include, along with the main Han River basin, those areas covering North Han River, South Han River, and the tributaries to the main river basin. The 'Han River Basin Water Quality Control Board' should be established immediately as a means of strengthening the current Han River basin water quality control policy. Seventh, in drawing up the Han River proiect, the administrative officials should be aware that Han River basin is a life line for those people in the region, providing them with not only a sheer physical space, but with a psychological living space for their everyday life.

  • PDF

중소기업의 혁신활동이 핵심역량과 기업성과에 미치는 영향 (Effects in Response to on the Innovation Activities of SMEs to Dynamic Core Competencies and Business Performance)

  • 안중기;김범석
    • 벤처창업연구
    • /
    • 제13권2호
    • /
    • pp.63-77
    • /
    • 2018
  • 최근 급변하는 글로벌 시장에서 융복합 산업의 시대와 기술의 진보가 모든 기업을 단일 기업으로 해결할 수 없는 시대로 접어들면서 기업 단위의 경쟁보다는 네트워크 경쟁으로 변화하고 있다. 경쟁적 기업 환경에서는 기업의 개별적 노력뿐만 아니라 파트너들과의 발전적인 상호 혁신활동을 통해 서로의 성과를 높이는 노력이 절실하다. 최근 핵심 역량이나 혁신활동을 통해 기업의 연구와 운용에 활용 했음에도 불구하고 기업성과에 도출하지 못하는 기업들이 존재함에 주목하여 연구를 시작하였다. 본 연구는 대 중소기업농어업협력재단에서 수행하는 "생산성혁신파트너십사업"에 참여하는 경영자 또는 책임자를 대상으로 혁신활동이 핵심역량과 기업성과에 미치는 영향을 조사하였다. 변수의 세부 요인별로 기존 연구에서 검증된 항목을 발췌하여 검정하였으며, 중소기업의 혁신활동이 핵심역량과 기업성과에 미치는 영향을 규명하였다. 혁신활동을 매개변수로 핵심역량과 기업성과 간의 관계를 검정하였다. 혁신활동의 매개 효과에 대한 검정에서 이러한 중소기업의 혁신활동(대기업과의 기술, 제조, 경영혁신 활동)이 생산성혁신 파트너십을 통해서 핵심역량이 기업성과에 유의한 영향을 있는 것으로 나타났다. 즉, 중소기업 스스로의 역량으로는 기업성과를 이루기가 어려우며, 대기업과 협력관계를 활용한 혁신활동의 매개적인 역할이 기업성과가 나타남을 알 수 있었다. 대기업과 중소기업 간 상생협력 혁신활동은 무엇보다 중요한 이슈이며, 실증분석을 통해 이를 검정했다는 것이 본 논문의 의의라고 말할 수 있다.

도심지 대심도 터널의 지하수 변동 영향 제어 방안 (Groundwater control measures for deep urban tunnels)

  • 정재호;김강현;송명규;신종호
    • 한국터널지하공간학회 논문집
    • /
    • 제23권6호
    • /
    • pp.403-421
    • /
    • 2021
  • 제1기~제3기 지하철로 대표되는 우리나라 도심지 터널에는 대부분 관용터널공법에 의한 배수형 터널형식이 적용되어 있으나, 최근 도심지 대심도 공간을 적극적으로 활용하는 건설사업이 광범위하게 추진되고 있다는 점을 고려할 때, 기존 도심지 터널의 경험적 규칙에 부합하지 않는 부정적 영향이 발생할 수 있는데, 특히 주로 배수형식을 적용해 온 우리나라 터널기술 관행 상, 지하수 변동과 그에 따른 수리역학적 거동이 발생할 가능성이 크다. 배수형 터널형식 적용의 문제를 해결하기 위해 지하수 변동을 제어하는 시도가 이루어지고 있는 바, 그러한 경우에 필요한 터널 지하수 관리기준의 개념 설정 및 터널수리역학적 거동에 대한 분석을 수행하였다. 도심지 대심도 터널 건설로 인한 지하수 변동 문제를 예방하기 위해서는 현재, 수위를 획일적으로 제어하는 내용의 지하수 관리기준이 지하안전영향평가 단계에서만 적용되고 있는 경험적 기술관행과 관련하여, 터널 내 유입량을 제어하는 방향으로 개념전환이 필요하다는 점을 제시하고, 터널 계획시 허용유입량 설정에 필요한 지하수위 - 터널 내 유입량 관계를 도출하였다. 이러한 터널 지하수 관리개념의 도입이 향후 추진될 다양한 도심지 대심도 터널 건설사업에서 지하수 변동과 그로 인한 지반침하, 지하수자원 고갈 및 유지관리 성능저하 등의 문제 해결에 도움이 될 것으로 판단된다.

Composition of Federal R&D Spending, and Regional Economy : The Case of the U.S.A

  • Lee, Si-Kyoung
    • 지역연구
    • /
    • 제9권1호
    • /
    • pp.65-78
    • /
    • 1993
  • In this study, the significant and enduring concentration of federal R&D spending in metro-scale clusters across the nation is treated as evidence of the operation of a distinct industrial infrastructure defined by the ability of R&D performers to attract external funding and pursue the sophisticated project work demanded. It follows, then, that the agglomerative potential of these R&D concentrations -- performers and their support infrastructures -- requires a search for economic impacts guided by a different stimulative effects attributable to federal R&D spending may be that substantial subnational economic impacts are routinely obscured and diluted by research designs that seek to discover impacts either at the level of nation-scale economic aggregates or on firms or specific industries organized spatially. Therefore, this study proceeds by seeking to link the locational clustering of federal contract R&D spending to more localized economic impacts. It tests a series of models(X-IV) designed to trace federal contract R&D spending flows to economic impacts registered at the level of metro-regional economies. By shifting the focus from funding sources to recipient types and then to sector-specific impacts, the patterns of consistent results become increasingly compelling. In general, these results indicated that federal R&D spending does indeed nurture the development of an important nation-spanning advanced industrial production and R&D infrastructure anchored primarily by two dozed or so metro-regions. However, dominated as it is by a strong defense-industrial orientation, federal contract R&D spending would appear to constitute a relatively inefficient national economic development policy, at least as registered on conventional indicators. Federal contract R&D destined for the support of nondefense/civilian(Model I), nonprofit(Model II), and educational/research(Mode III) R&D agendas is associated with substantially greater regional employment and income impacts than is R&D funding disbursed by the Department of Defense. While federal R&D support from DOD(Model I) and for-profit(Model II) and industrial performer(Model III) contract R&D agendas are associated with positive regional economic impacts, they are substantially smaller than those associated with performers operating outside the defense industrial base. Moreover, evidence that the large-business sector mediates a small business sector(Model VI) justifies closer scrutiny of the relative contribution to economic growth and development made by these two sectors, as well as of the primacy typically accorded employment change as a conventional economic performance indicator. Ultimately, those regions receiving federal R&D spending have experienced measurable employment and income gains as a result. However, whether or not those gains could be improved by changing the composition -- and therefore the primary missions -- of federal R&D spending cannot be decided by merely citing evidence of its economic impacts of the kind reported here. Rather, that decision turns on a prior public choice relating to the trade-offs deemed acceptable between conventional employment and income gains, the strength of a nation's industrial base not reflected in such indicators, and the reigning conception of what constitutes national security -- military might or a competitive civilian economy.

  • PDF

국내 계산과학공학 커뮤니티를 위한 웹 기반 사이버-러닝 플랫폼 구축 및 서비스 (Construction and Service of a Web-based Cyber-learning Platform for the Computational Science and Engineering Community in Korea)

  • 서영균;조금원
    • 인터넷정보학회논문지
    • /
    • 제17권4호
    • /
    • pp.115-125
    • /
    • 2016
  • 최근 다양한 분야의 융합 연구에 대한 관심이 고조되고 있다. 이러한 시대 흐름에 발맞추어, 다수의 계산과학공학 분야의 연구자들의 연구 활동을 지원하고 학생들의 학습 의욕을 증진시키기 위한 IT기반 학제-간 융합 사업인 EDISON 프로젝트가 발주되었다. 우리는 2011년부터 이 EDISON 프로젝트를 성공적으로 수행해오고 있다. EDISON은 사이버-러닝 플랫폼으로서, 계산과학공학 연구자들이 거대 계산 및 I/O가 필요한 자신의 연구 문제를 해결하기 위해 개발한 고성능 컴퓨팅 시뮬레이션 소프트웨어를 웹에서 자유롭게 공유할 수 있게 하고, 사용자들의 아무런 제약 없이 실행할 수 있게 한다. 또한 EDISON은 국내 많은 대학의 강의 자료로 활용되고 있다. 본 논문은 이러한 EDISON 플랫폼의 구축 및 서비스 통계를 소개한다. 구체적으로, 우리는 기존 다른 고성능 계산과학 플랫폼과 EDISON 플랫폼과의 몇몇 차이를 설명하고, EDISON 플랫폼의 세 가지 기술적 계층 구조에 대해 논의한다. 이어 지난 4년 동안 EDISON 서비스에 대한 최신 통계를 제시한다. 끝으로, 본 논문의 결론을 맺고, 향후 계획에 대해 기술한다.

고정밀 수문레이더 기반 스마트 도시홍수 관리시스템 개발방안 (Development Strategy of Smart Urban Flood Management System based on High-Resolution Hydrologic Radar)

  • 유완식;황의호;채효석;김대선
    • 한국지리정보학회지
    • /
    • 제21권4호
    • /
    • pp.191-201
    • /
    • 2018
  • 최근 기후변화의 영향으로 호우의 발생빈도가 증가하고 있으며, 도시지역의 호우는 돌발적이고 국지적인 특성을 가지고 있어 인명과 재산피해 역시 증가하고 있다. 도시지역에서의 국지성호우에 의한 홍수는 예고없이 빠르게 발생하고 시 공간적으로 빈번하게 발생함으로써 인명과 재산피해를 증가시킨다. 결국 도시지역의 성공적인 홍수 관리는 얼마나 빠르고, 세밀하게 관측할 수 있느냐가 관건이다. 국지성 호우는 저층에서 형성되는 강우가 지배적이며, 기존의 대형레이더는 저층 강우의 탐지 및 변동성 관측에 취약하다. 이에, 도시지역에서의 국지성 호우를 신속하게 관측하고 예측함으로써, 도시홍수 대응체계를 고도화하고 관측 및 예측 정확도를 향상시켜 도시홍수 피해를 최소화하기 위한 기존과 다른 새로운 도시홍수예보 관리시스템 구축이 필요하다. 현재 수재해 정보플랫폼 융합기술 연구단에서 고해상도 수문정보를 강우예측 및 홍수 모형과 연계하여 신개념 수재해 대응기술 확보를 목표로 추진 중에 있으며, 국지성 호우 관측을 위하여 고정밀 수문레이더를 기반으로 국지성 호우 탐지 및 예측, 도시홍수 예측 및 운영기술을 개발 중에 있다. 이 연구를 통해 도시지역에 대한 고정밀 관측이 가능함으로써 도시홍수 경보 시스템이 보다 정확하고 상세화될 것으로 기대된다.

압축강도 1800kg/$\textrm{cm}^2$의 초고강도콘크리트 개발에 관한 실험적 연구 (제1보 실험계획 및 예비실험) (An Experimental Study on the Manufacture Ultra-High Strength Concrete of 1800kg/$\textrm{cm}^2$ Compressive Strength (Part I The Experimental Program and Preliminary Experiment))

  • 김규용;김진만;이상수;남상일;김무한
    • 한국콘크리트학회:학술대회논문집
    • /
    • 한국콘크리트학회 1994년도 가을 학술발표회 논문집
    • /
    • pp.167-170
    • /
    • 1994
  • To reduce the size of structural members, high strength concrete has recently been utilized for structure such as ultra-high-rise buildings and prestressed concrete bridges in North America, and its compressive strength has gone up to 1300kg/$\textrm{cm}^2$. In Japan, research on high-strength concrete has been undertaken on a large scale by the national enterprise so-called New RC Project. And high-strength concrete with a design compressive strength over 450kg/$\textrm{cm}^2$ has recently been employed for high rised reinforced concrete building. As a result of the serious land availability situation of metropolitan areas in the world, buildings will become taller, and even higher strengths will be required. In the future, the utilization of high-strength concrete will spread widely through the development of new structural concepts, application of steels of a higher yield stress, silica fume, and other new materials. Considering these circumstance, the aim of this experimental study is to develop ultra-high-strength concrete with compressive strength over 1800kg/$\textrm{cm}^2$ with domestic current materials. There are so many factors which influence the manufacturing of ultra-high-strength concrete. The experimental factors selected in this study are mixing methods, curing methods, water-binder ratio, maximum size of coarse by silica fume. The results of this experimental study show that it is possible to develop the ultra-high-strength concrete with compressive strength over 1700kg/$\textrm{cm}^2$ at 28days, 1800kg/$\textrm{cm}^2$ at 56 days.

  • PDF

압축강도 1800kg/$\textrm{cm}^2$의 초고강도콘크리트 개발에 관한 실험적 연구 (제2보 초고강도콘크리트의 제조에 관한 실험) (An Experimental Study on the Manufacture Ultra-High Strength Concrete of 1800kg/$\textrm{cm}^2$ Compressive Strength (Part 2 The Experiment on the Manufacture of the U.H.S Concrete))

  • 남상일;김진만;최민수;김규용;최희용;김무한
    • 한국콘크리트학회:학술대회논문집
    • /
    • 한국콘크리트학회 1994년도 가을 학술발표회 논문집
    • /
    • pp.171-174
    • /
    • 1994
  • To reduce the size of structural members, high strength concrete has recently been utilized for structure such as ultra-high-rise buildings and prestressed concrete bridges in North America, and its compressive strength has gone up to 1300kg/$\textrm{cm}^2$. In Japan, research on high-strength concrete has been undertaken on a large scale by the national enterprise so-called New RC Project. And high-strength concrete with a design compressive strength over 450kg/$\textrm{cm}^2$ has recently been employed for high rised reinforced concrete building. As a result of the serious land availability situation of metropolitan areas in the world, buildings will become taller, and even higher strengths will be required. In the future, the utilization of high-strength concrete will spread widely through the development of new structural concepts, application of steels of a higher yield stress, silica fume, and other new materials. Considering these circumstance, the aim of this experimental study is to develop ultra-high-strength concrete with compressive strength over 1800kg/$\textrm{cm}^2$ with domestic current materials. There are so many factors which influence the manufacturing of ultra-high-strength concrete. The experimental factors selected in this study are mixing methods, curing methods, water-binder ratio, maximum size of coarse by silica fume. The results of this experimental study show that it is possible to develop the ultra-high-strength concrete with compressive strength over 1700kg/$\textrm{cm}^2$ at 28days, 1800kg/$\textrm{cm}^2$ at 56 days.

  • PDF