• 제목/요약/키워드: constant distance

검색결과 753건 처리시간 0.023초

그레이 큐브의 고장 지름(Fault Diameter)과 고장 허용도(Fault Tolerance) (Fault Diameter and Fault Tolerance of Gray Cube)

  • 이형옥;주낙근;임형석
    • 한국정보처리학회논문지
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    • 제4권8호
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    • pp.1930-1939
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    • 1997
  • 본 논문에서는 최근에 [12]에 제시된 그레이 큐브의 고장 지름(fault diameter)과 고장 허용도(fault tolerance)를 분석한다. 상호 연결망의 고장 지름은 연결망을 평가하기 위한 중요한 척도중 하나로서 노드들이 고장인 경우 노드를 사이에 최장 거리를 나타낸다. $2^n$개의 노드를 가지는 n-차원 그레이큐브의 고장 지름이 지름 +2임을 보인다.($n{\ge}3$). 이는 노드들이 고장인 환경에서도 노드들 사이의 최장 거리가 단지 상수 요소밖에 증가하지 않음을 나타낸다. 이 결과를 널리 알려진 하이퍼큐브의 고장 지름과 비교하면 노드 고장인 환경에서도 메시지의 최장 전달 거리가 하이퍼큐브의 그것에 비해 약 절반 정도임을 보이고 있다.

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다이너마이트와 미진동파쇄기 발파에 의한 지반진동속도 비교 (The Comparison of the Ground Vibration Velocity by Dynamite and Finecker Blasting)

  • 김일중
    • 터널과지하공간
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    • 제6권1호
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    • pp.39-47
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    • 1996
  • The results of the regression analysis and comparative study between 120 vibration events by dynamite blasting and 68 vibration events by finecker blasting which were monitored in the test blasting are as follows: The ground vibration velocity of dynamite blasting of 0.12 kg charge weight per delay at 7.4 m above the explosive is higher than that of finecker blasting of 0.96 kg charge weight per delay. In the case of 0.12 kg charge weight per delay, the ground vibration velocity of finecker blasting is equal to 5.5% of that of dynamite blasting at the 10 m distance from explosive. The decrement of ground vibration velocity of dynamite blasting of above 0.12 kg charge weight per delay is larger than that of finecker blasting of below 0.96 kg charge weight per delay. The rate of ground vibration velocity of the finecker blasting to that of dynamite blasting decreases with the distance from explosives, but increases with the decrease of charge weight per delay. The increment of ground vibration velocity of finecker blasting is less than that of dynamite blasting with the increase of charge weight per delay at the same distance from explosives. Under the condition of the constant critical ground vibration velocity or use the same charge weight per delay, the blasting working by finecker rather than by dynamite is able to be performed at the nearer place to structures.

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남해 서부 연안해역의 난류 확산 특성 (Characteristics of Eddy Diffusion in the Southwest Coastal Zone of Korea)

  • 최양호;이미진;이명선
    • 한국환경과학회지
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    • 제33권8호
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    • pp.583-589
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    • 2024
  • Seawater movement analyses and dye diffusion experiments were conducted to understand the characteristics of eddy diffusion in the southwest coastal zone of Korea. The findings indicate that pollutants entering the study area were most influenced by tidal currents and showed temporal and spatial variations according to the turbulent characteristics of the tidal current. Pollutants entering the study area are likely to travel a distance of approximately 2 km (within 1 h) following the direction of the tidal currents and show a spreading distance (diameter of the diffusion area) of within 10% of the travel distance (within 200 m). The dispersion of the diffusion area is expected to increase in proportion to the elapsed time raised to a power of 1.19 to 1.23. The results are expected to provide a basis for using the eddy diffusion coefficient as a temporally variable value (previously assumed to be a constant based on empirical data), thereby contributing to improving the predictive accuracy of ocean diffusion models.

인벌류트 기어펌프의 기어 편심에 따른 유동특성 (The effect of eccentricity between gear and housing in involute gear pump)

  • 김성훈;손혜민;이재천
    • Journal of Advanced Marine Engineering and Technology
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    • 제37권6호
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    • pp.631-637
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    • 2013
  • 기어 끝단과 하우징 사이의 간극이 회전방향으로 편심된 인벌류트펌프에서 체적유량과 유량효율을 검토하였다. 해석은 k-e 모델을 이용하여 FLUENT/R-13을 사용하여 기어의 회전속도, 간극의 거리 및 출구압력이 주어져 있을 경우 난류유동을 해석하였다. 동심축과 편심축의 경우 체적유량을 비롯한 유동특성에 대해 독립변수들의 영향은 지속되었으나 회전방향에 대한 압력 분포는 서로 달라 편심의 경우 상류부에서 대부분의 압력이 상승하고 하류부의 압력은 거의 일정한 특성을 보였으며 편심의 영향이 클수록 이러한 현상은 심하게 나타났다. 편심펌프에서 유동특성은 최소 간극에 의존하며 체적유량 혹은 체적효율은 편심되기 전 동심축보다 크나 최소간극과 같은 크기의 동심펌프보다는 작다. 펌프에서 기어축의 편심에 의한 간극 축소는 펌프성능에 긍정적인 영향을 미칠 수 있다.

S화력발전소 3, 4호기 증설에 따르는 정밀발파작업으로 인한 인접가동발전기및 구조물에 미치는 파동영향조사 (On the vibration influence to the running power plant facilities when the foundation excavated of the cautious blasting works.)

  • 허진
    • 화약ㆍ발파
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    • 제8권1호
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    • pp.3-16
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    • 1990
  • The cautious blasting works had been used with emulsion explosion electric M/S delay caps. Drill depth was from 3m to 6m with Crawler Drill $\varphi{70mm}$ on the calcalious sand stone(sort-moderate-semi hard Rock). The total numbers of feet blast were 88. Scale distance were induces 15.52-60.32. It was applied to propagation Law in blasting vibration as follows. Propagtion Law in Blasting Vibration $V=K(\frac{D}{W^b})^n$ where V : Peak partical velocity(cm/sec) D : Distance between explosion and recording sites (m) W : Maximum Charge per delay-period of eighit milliseconds or more(Kg) K : Ground transmission constant, empirically determind on th Rocks, Explosive and drilling pattern ets. b : Charge exponents n : Reduced exponents Where the quantity $D/W^b$ is known as the Scale distance. Above equation is worked by the U.S Bureau of Mines to determine peak particle velocity. The propagation Law can be catagrorized in three graups. Cabic root Scaling charge per delay Square root Scaling of charge per delay Site-specific Scaling of charge per delay Charge and reduction exponents carried out by multiple regressional analysis. It's divided into under loom and over loom distance because the frequency is verified by the distance from blast site. Empirical equation of cautious blasting vibration is as follows. Over 30m----under l00m----- $V=41(D/3\sqrt{W})^{-1.41}$ -----A Over l00m-----$V= 121(D/3\sqrt{W})^{-1.66}$-----B K value on the above equation has to be more specified for furthur understang about the effect of explosives, Rock strength. And Drilling pattern on the vibration levels, it is necessary to carry out more tests.

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삼천포화력발전소 3, 4호기 증설에 따르는 정밀발파작업으로 인한 인접가동발전기 및 구조물에 미치는 진동영향조사 (On the vibration influence to the running power plant facilities when the foundation excavated of the cautious blasting works)

  • 허진
    • 기술사
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    • 제24권6호
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    • pp.97-105
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    • 1991
  • The cautious blasting works had been used with emulsion explosion electric M/S delay caps. Drill depth was from 3m to 6m with Crawler Drill ø70mm on the calcalious sand stone (soft-moderate-semi hard Rock). The total numbers of fire blast were 88 round. Scale distance were induces 15.52-60.32. It was applied to propagation Law in blasting vibration as follows. Propagation Law in Blasting Vibration (Equation omitted) where V : Peak partical velocity(cm/sec) D : Distance between explosion and recording sites(m) W : Maximum Charge per delay-period of eighit milliseconds o. more(kg) K : Ground transmission constant, empirically determind on the Rocks, Explosive and drilling pattern ets. b : Charge exponents n : Reduced exponents Where the quantity D / W$^n$ is known as the Scale distance. Above equation is worked by the U.S Bureau of Mines to determine peak particle velocity. The propagation Law can be catagrorized in three graups. Cubic root Scaling charge per delay Square root Scaling of charge per delay Site-specific Scaling of charge per delay Charge and reduction exponents carried out by multiple regressional analysis. It's divided into under loom and over 100m distance because the frequency is verified by the distance from blast site. Empirical equation of cautious blasting vibration is as follows. Over 30 ‥‥‥under 100m ‥‥‥V=41(D/$^3$√W)$\^$-1.41/ ‥‥‥A Over 100 ‥‥‥‥under 100m ‥‥‥V=121(D/$^3$√W)$\^$-1.56/ ‥‥‥B K value on the above equation has to be more specified for furthur understang about the effect of explosives, Rock strength. And Drilling pattern on the vibration levels, it is necessary to carry out more tests.

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인지무선 시스템을 위한 거리기반 가중치가 적용된 협력 스펙트럼 센싱 (Cooperative Spectrum Sensing with Distance Based Weight for Cognitive Radio Systems)

  • 이소영;이재진;김진영
    • 대한전자공학회논문지TC
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    • 제47권7호
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    • pp.45-50
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    • 2010
  • 본 논문은 면허사용자와 CR기기 사이의 거리에 따른 가중치가 적용된 결합방식 (Distance based weight combining : DWC)을 사용하여 에너지 검출 기반 협력 스펙트럼 센싱을 제안하고 이에 따른 분석 및 모의실험 결과를 나타낸다. 면허사용자의 신호는 OFDM기반의 시스템을 가정하였으며 면허 사용자와 CR 기기 사이의 무선 채널은 가우시안 (Gaussian) 채널로 모델링 하였다. 에너지 검출법을 위한 임계값은 각 채널의 SNR (Signal to Noise Ratio)에 따라 다르게 적용되었으며 각 채널의 잡음신호의 평균값으로 가정하였다. DWC를 적용한 협력 스펙트럼 센싱을 수행한 결과 거리에 따라 다양한 검출확률을 나타낸 단일 센싱에 비해 비교적 안정된 검출확률을 나타내는 것으로 알 수 있었으며, 동일이득 결합을 반영하여 협력스펙트럼 센싱을 수행한 것 보다 우수한 스펙트럼 센싱을 나타내었다.

S 화력발전소 3, 4호기 증설에 따르는 정밀발파작업으로 인한 인접가동발전기 및 구조물에 미치는 진동영향조사 (On the vibration influence to the running power plant facilities when the foundation excavated of the cautious blasting works.)

  • 허진
    • 화약ㆍ발파
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    • 제9권4호
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    • pp.3-12
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    • 1991
  • The cautious blasting works had been used with emulsion explosion electric M /S delay caps. Drill depth was from 3m to 6m with Crawler Drill 70mm on the calcalious sand stone (soft-moderate-semi hard Rock) . The total numbers of feet blast were 88. Scale distance were induces 15.52-60.32. It was applied to Propagation Law in blasting vibration as follows .Propagtion Law in Blasting Vibration V=k(D/W/sup b/)/sup n/ where V : Peak partical velocity(cm/sec) D : Distance between explosion and recording sites(m) W ; Maximum Charge per delay -period of eight milliseconds or more(Kg) K : Ground transmission constant, empirically determind on the Rocks, Explosive and drilling pattern ets. b : Charge exponents n : Reduced exponents Where the quantity D/W/sup b/ is known as the Scale distance. Above equation is worked by the U.S Bureau of Mines to determine peak particle velocity. The propagation Law can be catagrorized in three groups. Cabic root Scaling charge per delay Square root Scaling of charge per delay Site-specific Scaling of charge delay Charge and reduction exponents carried out by multiple regressional analysis. It's divided into under loom and over loom distance because the frequency is varified by the distance from blast site. Empirical equation of cautious blasting vibration is as follows. Over 30m--under 100m----V=41(D/ W)/sup -1.41/-----A Over l00m---------V=121(D/ W)/sup -1.56/-----B K value on the above equation has to be more specified for furthur understand about the effect of explosives. Rock strength, And Drilling pattern on the vibration levels, it is necessary to carry out more tests.

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A Loop Transformation for Parallelism from Single Loops

  • Jeong, Sam-Jin
    • International Journal of Contents
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    • 제2권4호
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    • pp.8-11
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    • 2006
  • This paper describes several loop partitioning techniques such as loop splitting method by thresholds and Polychronopoulos' loop splitting method for exploiting parallelism from single loop which already developed. We propose improved loop splitting method for maximizing parallelism of single loops with non-constant dependence distances. By using the distance for the source of the first dependence, and by our defined theorems, we present generalized and optimal algorithms for single loops with non-uniform dependences. The algorithms generalize how to transform general single loops into parallel loops.

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Underlap 길이에 따른 경편포의 칫수특성에 관한 연구 (A Study on Dimensional Properties of Warp Knitted Fabrics with Various Lengths of Underlap)

  • 남은우;김석근;최재우
    • 한국염색가공학회지
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    • 제11권6호
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    • pp.51-58
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    • 1999
  • The dimensional properties on polyester warp knitted fabrics with various lengths of underlap were studied. The results indicated that loop density increased with decreasing loop length and loop density of satin warp knitted fabric are a little higher than that of reverse satin warp knitted fabrics at a constant loop length. As the distance of underlap becomes shorter, the weight per unit area and thickness increases, the bulkiness decreases and the shrinkage of knitted fabrics become larger toward wale in satin warp knitted fabric and toward the course in reverse satin warp knitted fabric.

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