• Title/Summary/Keyword: 부의 효과

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Application of CFD model for the design of multi-layer settling basin structure (이층 침전지 설계를 위한 CFD모형의 적용)

  • Yu, Chang-Hwan;Kim, Tae-Won;Kim, Nam-Il;Lee, Kil-Seoung
    • Proceedings of the Korea Water Resources Association Conference
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    • 2006.05a
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    • pp.1677-1680
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    • 2006
  • 하수처리장의 침전지 구조물은 고형물(SS) 및 현탁물을 침전, 제거하여 하수의 정화를 도모하는 시설로 초기 유입 하수의 생물학적 처리로 인해 발생되는 슬러지와 처리수를 분리함에 그 목적을 두고 있다. 침전지 구조물은 장소의 제약 및 침전지의 효율성 측면에서 많은 공법이 제안되고 있으며, 그중 이층 침전지의 경우 구조물의 시공비용 절감 및 공간 활용측면에서 단층 침전지에 비해 우수성을 인정받고 있다. 하지만 상 하 층에 위치하고 있는 침전지 유입부의 위치적 특성으로 인해 균등한 유량의 분배가 이루어지지 않고 유량이 한곳에 집중되는 현상으로 보일 수 있다. 본 연구에서는 3차원 수치모형인 FLOW-3D를 이용하여 이층 침전지의 유량분배 최적화를 위한 설계인자를 도출 하였다. 특히 상 하층에 위치하고 있는 유입부의 위치적인 특성을 고려하여 유입부의 직경을 상층 $500mm{\sim}600mm$, 하층 $500mm{\sim}700mm$으로 변화시키며 수치모의를 수행하였으며, 유입량의 분배효과를 확인하기 위해 각 동일한 위치에서 유입량을 산정하였다. 각 케이스별 분배효과를 분석한 결과 상 하층의 유입부 직경을 상층 600mm 와 하층 700mm를 적용했을 경우 유입량의 표준편차가 가장 작게 발생하며, 침전지 내부의 흐름이 원활하게 이루어지는 것으로 확인되었다. 본 연구에서는 상용 CFD모형인 FLOW-3D를 계획 중인 H하수처리장의 이층 침전지 설계에 적용하였으며 유입부 직경에 따른 분배효과를 분석하였다.

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Belly Sting Model Support Interference Effect of NASA Common Research Model at Low Speed Wind Tunnel (저속 풍동시험 시 NASA Common Research Model의 Belly Sting 모형 지지부에 의한 간섭효과에 관한 연구)

  • Cha, Kyunghwan;Kim, Namgyun;Ko, Sungho
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.49 no.3
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    • pp.167-174
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    • 2021
  • Computational Fluid Dynamics (CFD) was performed under low-speed wind tunnel test conditions using a 29.7% scale model of the NASA common research model. A wind tunnel test was conducted to measure the aerodynamic coefficient of the CRM with Belly sting model support configuration at a low Reynolds number of 0.3×106 and it was compared with the aerodynamic coefficient of CFD analysis. In order to verify the validation of the analysis, a computational analysis under the conditions of the advance research was performed and compared. The interference effect of the Belly sting model support affected not only the fuselage but also the main and tail wings.

Analysis of the Forest Road Cut-slope Erosion Control and Rehabilitation Techniques using Gabion Systems with Vegetation Base Materials (임도비탈면에 시공한 식생기반재돌망태의 침식방지 및 녹화효과 분석)

  • Park, Jae-Hyeon
    • Journal of Korean Society of Forest Science
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    • v.102 no.1
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    • pp.30-37
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    • 2013
  • Analysis of new approaches to achieve naturally good ecological potential of forest road cut-slope by making the best use of advantages of gabion systems with vegetation base materials to prevent slope failure and erosion, in the area with highly erodible soil. Existing gabion systems can be divided into monolithic and modular system and can be divided into ten subtypes according to the purpose of establishment and combination of other measures. As a result on the monitoring of erosion amount from forest road cut-slopes in the test applications, the order of erosion amount from largest to smallest is as follows: the curved road cut-slope site where normal gabion system was established 5,840 $cm^3$; the control site 5,833 $cm^3$; the straight road cut-slope site where normal gabion system was established 5,621 $cm^3$; the curved road cut-slope site where the new gabion system was established 4,298 $cm^3$; and the straight road cut-slope site where the new gabion system 4,117 $cm^3$. Therefore, the result shows that the new gabion system is more effective than the normal gabion system to reduce erosion amount from forest road cut-slopes. During the study period, vegetation coverages of the straight and curved road cut-slope site where the new gabion system was established were about 56(30~85)% and about 45(28~65)%, so average vegetation coverage of the sites where the new gabion systems was established was higher than the sites where the normal gabion systems was established. Therefore, it was concluded that the new gabion system can be more effective for cut-slope revegetation.

A numerical study of pillar reinforcing effect in underground cavern underneath existing structures (지하공간하부 지하저류공동에서의 필라 보강효과에 관한 수치해석적 연구)

  • Seo, Hyung-Joon;Lee, Kang-Hyun;Han, Shin-In;Lee, In-Mo
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.14 no.5
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    • pp.453-467
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    • 2012
  • Usage of underground space is increasing at metropolitan city. More than 90% of flood damages have occurred at downtown of metropolitan cities. In order to prevent and/or minimize the flood-induced damage, an underground rainwater detention cavern was proposed to be built underneath existing structures. As for underground caverns to be built for flood control, multi-caverns will be mostly adopted rather than one giant cavern because of stability problem. Because of the stress concentration occurring in the pillars between two adjacent caverns, the pillar-stability is the Achilles' heel in multi-caverns. So, a new pillar-reinforcing technology was proposed in this paper for securing the pillar-stability. In the new pillar-reinforcing technology, reinforced materials which are composed of a steel bar and PC strands are used by applying pressurized grouting, and then, by applying the pre-stress to the PC strands and anchor body. Therefore, this new technology has an advantage of utilizing most of the strength that the in-situ ground can exert, and not much relying on the pre-cast concrete structure. The main effect of the pressurized grouting is the increase of the ground strength and more importantly the decrease of stress concentration in the pillar; that of the pre-stress is the increase of the ground strength due to the increase of the internal pressure. In this paper, ground reinforcing effects were verified the stress change in pillar is obtained by numerical analysis at each construction stage. From these results, the effects of pressurized grouting and pre-stress are verified.

A Study on the Effect of Mountain Ginseng Adventitious Roots Extract (산삼부정근 추출물의 효능${\cdot}$효과에 관한 연구)

  • Yoo Yung-Geun;Joung Min-Seok;Lee Youn-Hee;Choi Jong-Wan;Kim Joong-Hoi;Paek Kee-Yoeup
    • Journal of the Society of Cosmetic Scientists of Korea
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    • v.30 no.3 s.47
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    • pp.377-383
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    • 2004
  • This study reviewed the application of an extract from mountain ginseng adventitious roots which had been grown through tissue culture as a cosmetic ingredient. The mountain ginseng adventitious roots were derived from mountain ginseng callus that was induced from mountain ginseng root whose origin is estimated to date back about one hundred years ago. The adventitious roots were separated from callus and grown in a 20 L bioreactor. In order to proliferate the adventitious roots, they were cultured for 5 weeks in bioreactor. Then the harvested mountain ginseng adventitious roots were dried and extracted. For verifying skin whitening effect of an extract from the tissue-cultured mountain ginseng adventitious roots in vivo, we performed the clinical test of it. The research showed the significant skin whitening effect of a mountain ginseng adventitious roots extract and the statistical analysis showed a significant difference (p<0.0001) between sample ($2\%$ mountain ginseng adventitious roots extract) and placebo. But, some saponins showed below $10\%$ inhibitory effect of tyrosinase and melanin synthesis in B-16 melanoma. The extracts of red ginseng and ginseng which were the same concentration as the tissue-cultured mountain ginseng adventitious roots extract's showed little inhibitory effect of tyrosinase and melanin synthesis in B-16 melanoma. In DPPH test, Anti-hydroxyl radical activity of $0.5\%$ the tissue-cultured mountain ginseng adventitious roots extract was $86\%.$.

Estimation and Reduction of Downdrag Force (부주변 마찰력과 그 감소방법의 평가)

  • Im, Jong-Seok;Kim, Myeong-Mo;Jeong, In-Jun
    • Geotechnical Engineering
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    • v.3 no.1
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    • pp.39-52
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    • 1987
  • Model pile tests are performed, first, to estimate donwndrag exerted on pile surfaces due to the settlement of surrounding soils, and, second, to evaluate the efficiency of the downdrag reduction methods such as the bitumen coating method and the method of the attachment of an enlarged base. Test results show that the downdrag forces may be expressed as 0.25(;effective overburden). Bitumen coating reduces the downdrag by more than 50 percent, and the enlarged base attachment method is also effective, whose effectiveness increases as the sixte of the base increases as expected. When the bitumen coating and enlarged base are both applied, the downdrag force is reduced as much as 90 percent. Finally, it is found that the quantity of the relative displacement between the pile and the surrounding soil downdrag is extremely small.

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Contents Based Image Retrieval System Considering Various User Interface (다양한 사용자 인터페이스를 고려한 내용기반 영상 검색시스템)

  • 방상배;이채영;남재열
    • Proceedings of the Korea Institute of Convergence Signal Processing
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    • 2001.06a
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    • pp.257-260
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    • 2001
  • 내용 기반 영상 검색 시스템의 전체 구조를 살펴볼 때 질의영상을 입력하는 입력부, 입력된 질의영 상의 색상 및 형태정보를 분석하여 DB내의 영상과 유사도를 측정하는 검색 엔진부, 그리고 유사도 측정 결과 검색된 영상을 사용자에게 보여주는 출력부로 나눠볼 수 있다. 본 논문에서는 효율적인 검색 결과를 얻기 위해서 입력부에서는 사용자의 편의성을 고려한 인터페이스 설계를 논의하고, 검색엔진부 에서는 질의영상의 한 빈에 대하여 비교영상의 인접한 빈 중 유사도가 높은 빈을 검색한 후 그 위치 가 가까울수록 인접 빈에 높은 가중치를 부여하는 방식을 이용하여 히스토그램 인터섹션이 가지는 장점을 그대로 계승하면서 색상이나 명도, 태도에 약간의 차이가 존재하는 영상들들 효율적으로 검색할 수 있는 검색 기법을 제안하였다. 또한 출력부에서는 검색 시스템의 검색 효율이 뛰어나더라도 그것을 사용자에게 효과적으로 제시되지 못할 경우 일어날 검색 시스템의 효율성 반감을 고려하여 영상 특징 간의 관계성과 전체적인 일견의 효과를 제공할 수 있는 Iandscape 모델을 제안하였다.

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서독이 개발한 센서 신관탄-SM Art 1

  • Chae, Hui-Yeong
    • Defense and Technology
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    • no.1 s.143
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    • pp.58-65
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    • 1991
  • 종말유도포탄과 동등한 효과를 올리기 위해서는 센서신관부의 탄약에 의한 사격은 통상 약 3배의 탄두수를 필요로 한다. 그러나 탄가가 약 4분의 1-5분의 1로 싸기 때문에 포탄수의 증가가 비경제적이라기 보다 비용대 효과면에서 오히려 유리하게 된다는 것이다. 수년 전에는 센서신관부의 탄약개발이 국제적으로 유행되어, 서독에서는 Diehi사와 Rheinmetall사가 참가하여 HABICHT 및 ZEPL 계획이라고 하는 2개의 프로젝트가 추진되었다. 그 후 이것은 하나로 통합되어 SMArt 155(155미리 포용 센서신관부 포탄의 약어)가 되었다

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