• 제목/요약/키워드: 차수공

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A Robust Backbone Formation for Wireless Sensor Networks (강건한 다중홉 클러스터 기반 백본 생성 알고리즘)

  • Shin, In-Young;Kim, Mun-Seong;Choo, Hyun-Seung
    • Proceedings of the Korea Information Processing Society Conference
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    • 2008.05a
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    • pp.663-666
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    • 2008
  • 본 논문에서는 무선 센서네트워크에 적합한 백본을 형성하여 특정 노드 집합들만 라우팅에 참여하게 함으로써 데이터를 전달하기 위한 오버헤드와 깨어있는 노드의 수를 최소화한다. 이때 백본을 형성하는 노드들은 일반 노드에 비해서 에너지 소모가 크므로 노드의 잔여에너지와 차수를 고려하여 강건한 백본을 형성하여 네트워크의 라이프타임을 증가시키는 것이 중요하다. 그러므로 본 논문에서는 에너지레벨이 높은 노드를 클러스터헤드로 선정해서 강건한 백본을 형성하고, 헤더 주변에 많은 노드들을 배치하여 패킷전달의 역할을 분산함으로써 네트워크 라이프타임을 늘린다. 시뮬레이션 결과에서 제안 알고리즘은 기존 연구에 비해 클러스터헤드의 잔여에너지측면에서 약 58.6%, 차수측면에서 약 79.42%의 성능 향상을 보인다.

Field Experiments on the Cutoff Grouting Around Waterway Tunnel (도수터널의 차수 그라우팅 현장시험)

  • 김덕근;김교원
    • The Journal of Engineering Geology
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    • v.11 no.1
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    • pp.81-99
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    • 2001
  • In order to clarify an effect of the cutoff grouting, a series of field experiments were performed during construction of the waterway tunnel from the River Gilancheon(Andong) to the Youngcheon dam. The experiments were conducted in three different ways based on the grouting time in the construction sequence, i.e., the pre-grouting, after-grouting and consolidation grouting tests. And those were also planned to compare the efficiency of grouting in relation to the material types of grout, base rock types and other geologic factors such as discontinuities, depth and direction of grouting holes, and number of grouting stages. Among the materials of grout employed in the experiments, such as a common Portland cement, a micro-cement, a micro-cement with sodium silicate, and a urethane, the urethane was the most effective as the cutoff grouting. And for the same grout material, the pre-grouting was more effective to cutoff the water inflow comparing to the after-grouting and the consolidation grouting. For the rock types, the grouting efficiency in the sedimentary rocks as a base rock was less than the other rocks such as granite and volcanic rocks, which is believed due to the smaller separation of joints and the abundance of infilling materials in the joints developed in the sedimentary rocks. There was no direct relationship between the total RMR value of the rock mass and the grouting efficiency, however, the joint separation which is one of the RMR criteria is believed to have positive relation to the grouting efficiency. And the direction of the grouting holes might not so much affect on the grouting efficiency while increasing the number of grouting stage showed the better results.

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Study on Design and Construction of CFRD under Unfavorable Conditions (불리한 조건에서의 콘크리트 표면차수벽형 석괴댐 설계 및 시공)

  • Park Dong-Soon;Kim Hyoung-Soo
    • The Journal of Engineering Geology
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    • v.16 no.1 s.47
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    • pp.97-107
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    • 2006
  • Or this study, prevailing design and construction methods of dam under various unfavorable conditions are summarized. for example, foundation treatment with large scale alluvium site or weathered rock mass, dam constructing techniques with unfavorable topographic conditions are studied for the better understanding of relating engineers. Also, zoning by using weak rocks and sand-gravel fill techniques are summed up.

A Balanced Model Reduction for Linear Delayed Systems (시간지연시스템의 균형화된 모델차수 축소)

  • 유석환
    • Journal of the Institute of Electronics Engineers of Korea SC
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    • v.40 no.5
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    • pp.326-332
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    • 2003
  • This paper deals with a model reduction for linear systems with time varying delayed states. A generalized controllability and observability gramians are defined and obtained by solving linear matrix inequalities. Using the generalized controllability and observability gramians, the balanced state space equation is realized. The reduced model can be obtained by truncating states in the balanced realization and the upper bound of model approximation error is also presented. In order to demonstrate efficacy of the suggested method, a numerical example is performed.

Characteristics of Contaminant Migration through Hardened Liner and Seashore Clay Considering Effective Diffusion (유효확산을 고려한 고화차수층과 해안점성토층을 통한 오염물이동 특성)

  • 장연수;홍경택
    • Journal of the Korean Geotechnical Society
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    • v.17 no.4
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    • pp.49-55
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    • 2001
  • 본 논문에서는 서해안 폐기물 매립지 하부의 점성토와 고화차수재를 재료로 수행된 확산시험 결과와 현장 조건을 적용하여 오염물이동성에 대한 수치해석을 수행하였다. 무기화합물이 하부 차수재와 원지반퇴적층으로 이동되는 일차원 이동 특성을 대상으로 하였으며 일차원 용질이동해석 프로그램 CDFD(convection-dispersion finite difference)를 현장의 비균질한 지층에 이용할 수 있도록 수정하여 적용하였다. 그 결과 원지반점성토를 통한 용질이동 메카니즘에 확산이 기여하는 정도가 50%로 매우 큰 영향을 갖고 있음을 보여주며 원지반 투수계수가 클수록 인공차수층의 필요성이 증대됨을 알 수 있었다.

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(Frequency Weighted Reduction Using Iterative Approach of BMI) (BMI의 반복적 해법을 이용한 주파수하중 차수축소)

  • Kim, Yong-Tae;O, Do-Chang;Park, Hong-Bae
    • Journal of the Institute of Electronics Engineers of Korea SC
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    • v.39 no.1
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    • pp.33-41
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    • 2002
  • In this paper, we present a frequency weighted model reduction using LMIs for minimizing the H$\infty$ weighted model error compared with the methods of frequency weighted balanced truncation and frequency weighted Hankel norm approximation. The proposed algorithm, its form is equal to the sufficient condition of performance preserving controller approximation, is based on an iterative two-step LMI scheme induced from bound real lemma. So, it can be applied to the problem of the performance preserving controller approximation. The controller reduction is useful in a practical control design and ensures its easy implementation and high reliability The validity of the proposed algorithm is shown through numerical examples. Additionaly, we extend the proposed algorithm to performance preserving controller approximation by applying to the HIMAT(highly maneuverable aircraft technology) system.

A Study on Seepage Cutoff Effect of the Environmentally Friendly SCM (SCM 친환경주입공법에 의한 차수 효과에 관한 연구)

  • Chun, Byung-Sik;Roh, Jong-Ryun;Jooi, Tae-Seong;Do, Jong-Nam
    • Journal of the Korean GEO-environmental Society
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    • v.6 no.4
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    • pp.65-71
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    • 2005
  • Recently, difficulties in soft ground improvement that caused by effectiveness of the ground improvement, the durability and environmentally friendliness of the injection material come to the fore. This paper studies the field applicability of the SCM in reinforcement and seepage cutoff of the back of an existing continuous wall. SCM uses double rod which imposes heavy pressure($10-100kgf/cm^2$) to disturbed, cut, discharge, and mix the ground. It is observed that a bulb is formed by using cement paste and environmentally friendly injection materials with minimal alkali leaching. Unconfined compression test and fish poison tests are performed. Test results indicate that the method results in higher durability, less leaching through use of the environmentally friendly injection material, and faster mobilization of the strength. In addition, field tests confirm the formation of the bulb and the seepage cutoff wall.

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