• 제목/요약/키워드: Effective Area Ratio

검색결과 650건 처리시간 0.028초

다공튜브 오리피스 면적비 변화가 출구유동에 미치는 영향 (Effect of the Orifice Area Ratio on the Exit Flow of a Multi-Perforated Tube)

  • 이상규;이지근
    • 설비공학논문집
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    • 제25권6호
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    • pp.317-323
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    • 2013
  • A multi-perforated tube indicates the existence of multiple holes of various shapes on the surface of a long cylinder-type or rectangular tube, and a hole installed on the surface is called an orifice, as it is relatively small in size, compared with the surface area of the tube. In this study, the flow characteristics of a circular multi-perforated tube with many orifices on the surface were investigated experimentally and numerically. The volume flowrate issuing from each orifice, discharge angle, effective flow area ratio, and the flow fields around the orifices were measured and visualized, with the variation of the orifice area ratio, at the same blockage ratio. The volume flowrate distributions along the flow direction of the multi-perforated tube tends to be more uniform, as larger orifices were positioned at the inlet side of the multi-perforated tube, compared with no orifice area change along the flow direction.

Superimposed Rubber Pattern법에 의한 성인 정상 및 비정상 교합자의 교합 양상에 관한 연구 (A STUDY OF THE NORMAL & ABNORMAL OCCULSAL PATERNS IN ADULTS USING THE SUPERIMPOSED RUBBER PATTERN METHOD)

  • 최대균;이성복;권영혁;최부병
    • 대한치과보철학회지
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    • 제33권3호
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    • pp.467-491
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    • 1995
  • In order to analyze the occlusin of intercuspation with maximun bite force, fifteen healthy adult subjects with the ages 23 to 27 were studied(Group1 ; 5-normal occlusion with Angle's Class1, Group2 ; 5-Angle's Class2 malocclusion, Group3 ; 5-Angle’s Class3 malocclusion). Head Position was fixed with occlusal plane paralleling to horizontal line and occlusal registration r cord was made with polyether rubber impression material(Ramitec, ESPECo. West Germany). After all subject were trained for maximum intercuspation at least 5 times, occlusal registration procedure was repeated for this study. Lower posterior rubber occlusal registration records were sliced with 1mm thickness using precision metal sliding channel(Hitachi Ind. Co., Japan). Gross sectional drawings were traced from occluding view of upper and lower posterior teeth on the rubber slices using digitizer, and superimposed for the determination of each drawing distance(Superimposed Rubber Pattern Method). Based on superimposed rubber pattern drawings, total area of occlusal view, sum of each area of the 5 divided occlusal contact provinces and its ratio, total area and number of occlusal contact area were determined to elucidate occlusal stability in the normal and abnormal occlusion groups. The data were analysed by t-test(p=0.05) to determine statistical significance. The obtained results were as follows : 1. Group1 showed the largest standard area with occlusal view of the lower posterior teeth and Group3 showed the smallest area. There was a significant difference between Group2 and Group3(p=0.025), and Gropu1 was not statistically different for both Group2 and Group3. 2. Means and ratio of the under 2.0mm area(D) and ratio showed $197.49mm^2$, 59.76% in Group1, $188,69mm^2$, 56.10% in Group2, and $174.23mm^2$, 55.76% in Group3. The results that Group1 has the most area/ratio and Group3 has the least area/ratio can be considered Group1 is the most advantageous for masticatory effective area, and Group3 is the least adnantageous. 3. Means and ratio of the under 1.0mm area(C) were $198.96mm^2$, 42.65% in Group1, 123.06$mm^2$, 46.58% in Group2, and $92.24mm^2$, 29.52% in Group3. These data means that Group1 is the most advantageous in terms of masticatory effective area and Group3 is the least. 4. Means and ratio of the under 0.5mm area(B) were $86.68mm^2$, 26.68% in Group1, $62.98mm^2$, 18.71% in Group2, and $36.44mm^2$, 11.66% in Group3. These can also be considered Group1 is the most advantageous for masticatory effective area and occlusal stability. 5. Means and ratio of the under 0.05mm area(A) were $30.92mm^2$, 9.21% in Group1, $14.31mm^2$, 4.25% in Group2, and $7.59mm^2$, 2.43% in Group3. The area ratio of the each subject group was(4.1) : (1.9) : (1)and the data of the under 0.05mm area has the intimate relationship with inter-group and intra-group data/ratio. 6. First molar showed the most occlusal contact points in all subject group and Group1 showed somewhat uniformly distributed occlusal contact point except first premolar. In Group2, all contact point in posterior teeth showed significantly reduced distribution except first molar. Group3 showed evenly distributed contace points in first and second molars.

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치환율에 따른 안벽구조물 하부 SCP 복합지반의 응력분담비 (Variation of Stress Concentration Ratio with Area Replacement Ratio for SCP-Reinforced Soils under Quay Wall)

  • 김윤태
    • 한국해안해양공학회지
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    • 제16권1호
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    • pp.18-26
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    • 2004
  • SCP공법(Sand Compaction Pile Method)은 안벽구조물 하부 지반이 연약할 경우에 압밀침하 속도를 증가시키고, 침하를 감소시키며, 지지력을 증대시키기 위하여 널리 적용되어 왔다. SCP 개량지반은 연약지반에 타설된 모래말뚝과 주변 연약지반으로 구성된 복합지반을 형성한다. 이와 같은 복합지반의 설계 및 해석 시 가장 중요한 요소는 치환율에 따른 응력분담비이다. 본 연구에서는 수치해석기법을 사용하여 복합지반에 대한 응력분담비 특성을 검토하였다. 치환율에 따른 응력분담비는 상수 값이 아니라 연약지반의 깊이, 압밀과정에 의존한다. 또한 하중재하 단계에 응력분담비는 복합지반의 응력전이 특성에 의하여 증가하며, 재하 완료 직후에는 치환율에 따라 2.5∼12의 값을 가진다. 그러나 과잉간극수압이 소산되어 점토지반의 유효응력이 증가되는 압밀과정 동안에는 감소하여 압밀 완료 후에는 치환율에 관계없이 2.5∼6정도 범위로 수렴한다.

SATEEC 시스템을 이용한 면적/경사도에 의한 유달률 산정 방법에 따른 유사량 분석 (Analysis of Sediment Yields at Watershed Scale using Area/Slope-Based Sediment Delivery Ratio in SATEEC)

  • 박윤식;김종건;김남원;김기성;최중대;임경재
    • 한국물환경학회지
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    • 제23권5호
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    • pp.650-658
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    • 2007
  • The Universal Soil Loss Equation (USLE) has been used in over 100 countries to estimate potential long-term soil erosion from the field. However, the USLE estimated soil erosion cannot be used to estimate the sediment delivered to the stream networks. For an effective erosion control, it is necessary to compute sediment delivery ratio (SDR) for watershed and sediment yield at watershed outlet. Thus, the Sediment Assessment Tool for Effective Erosion Control (SATEEC) was developed to compute the sediment yield at any point in watershed. In this study, the SATEEC was applied to the Sudong watershed, Chuncheon Gangwon to compare the sediment yield using area-based sediment delivery ratio (SDRA) and slope-based sediment delivery ratio (SDRS) at watershed outlet. The sediment yield using the SDRA by Vanoni, SYA and the sediment yield using the SDRS by Willams and Berndt, SYS were compared for the same sized watersheds. The 19 subwatersheds was 2.19 ha in size, the soil loss and sediment yield were estimated for each subwatershed. Average slope of main stream was about 0.86~3.17%. Soil loss and sediment yield using SDRA and SDRS were distinguished depending on topography, especially in steep and flat areas. The SDRA for all subwatersheds was 0.762, however the SDRS were estimated in the range of 0.553~0.999. The difference between SYA and SYS was -79.74~27.45%. Thus site specific slope-based SDR is more effective in sediment yield estimation than area-based SDR. However it is recommended that watershed characteristic need to be considered in estimating yield behaviors.

납-플러그 면적비가 큰 LRB의 감쇠능력에 관한 실험적 연구 (An Experimental Study on the Damping Capacity of Lead Rubber Bearing with High Lead-plug Area Ratio)

  • 최정호;김운학
    • 한국구조물진단유지관리공학회 논문집
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    • 제13권3호통권55호
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    • pp.217-224
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    • 2009
  • 지진으로부터 구조물의 안전을 확보하기 위하여 많은 공학자들의 연구가 계속되고 있다. 본 연구에서는 납의 이력특성을 이용하여 지진하중을 감소시키는 LRB(lead rubber bearing)의 감쇠능력에 대한 실험적 연구를 수행하였다. 납 플러그의 면적비를 주요변수로 설계한 2종류 12개의 시험체를 제작하여 변위제어시험을 시행하였다. 감쇠비 결정을 위한 이력감쇠곡선을 얻기 위하여 2개의 시험체가 한 쌍을 이루도록 배치하고 3회 반복이력시험을 수행하였다. 실험결과로부터 본 연구에서의 납 플러그 면적비가 큰 LRB는 지진시 구조물의 지진하중을 감소시키는데 충분한 감쇠비를 보유하고 있음을 알 수 있었다.

연안재해 방지 및 비점오염원 유출저감을 위한 투수블록의 특성 연구 (Permeable Coastal Pavement Structure for Shore Protection and Removal of Non-point Source Pollutants)

  • 최윤식;김종영;한상수;권순철
    • 한국해양공학회지
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    • 제33권6호
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    • pp.597-606
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    • 2019
  • Due to climate change, coastal areas are being flooded with torrential rain, typhoons, and tsunamis. In addition, non-point source pollutants (NPSs) that accumulated on the ground, streets, and buildings during the dry season are washed off by rain and stormwater runoff, which adds to the damage associated with environmental pollution, e.g., pollution that makes its way into the ocean. Recently, low impact development (LID) has been considered as a means of controlling water circulation and NPSs. In the coastal area, permeable blocks have been constructed mainly to reduce the flood damage caused by waves. Some important design factors that must be considered to ensure long-term performance are the permeability coefficient, clogging, and the efficiency of the removal of total suspended solids (TSS), but currently there are no standardized design criteria or testing techniques that are used worldwide. Herein, we analyzed the permeability coefficient and the TSS removal efficiency tendency according to the permeability area ratio with an easily-detachable, permeable block filled with calcinated yellow soils as the filter media. Our lab-scale tests indicated that, when the permeability area ratio was 25%, the reduction of the permeability coefficient after clogged was 11%, which was a significant decrease compared to other cases. Permeability persistence increased when the permeability area ratio increased from 50% to 75%. The TSS removal efficiency decreased as the permeability area ratio increased. Our pilot-scale test indicated that the TSS removal efficiency was more than 80% higher in all cases. We also found that the permeability persistence was excellent as the permeability area ratio increased, and, in actual construction, it is effective to set 5.3% of the total area as permeable area in terms of permeability and economic feasibility.

등온열량계를 사용한 고흡수성 재료의 유효흡수율 측정: 비표면적의 영향 (Effective Absorption Capacity of Highly Absorptive Materials using Isothermal Calorimetry, Considering the Effect of Specific Surface Area)

  • 이보연
    • 대한건축학회논문집:구조계
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    • 제34권2호
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    • pp.49-56
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    • 2018
  • The use of highly absorptive materials in cement-based materials is increasing for internal curing purpose. However, calculation of correct absorption capacity of such materials is not easy, which leads to change in the effective water-to-cement ratio of cement paste by either absorbing or releasing water. In this study, effective absorption capacity of a highly absorptive material was found using isothermal calorimetry. Moreover, the effect of specific surface area was investigated. It was found that the method was capable of finding effective water absorption capacity of activated carbon fiber. For the activated carbon fiber used in this research, the effect of specific surface area was negligible because the high BET surface area was due to micropores less than 1nm, which does not affect the rate of hydration curve. Thus, the effective absorption capacity of such materials can be found successfully using this method.

유효 및 총불투수율의 산정과 유역관리에서의 활용방안 (Measurement of Effective and Total Impervious Ratio and Its Usage for Watershed Management)

  • 최지용;고은주
    • 환경정책연구
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    • 제7권3호
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    • pp.121-140
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    • 2008
  • 불투수면 비율은 유역의 건전성 정도를 나타내는 중요한 척도로 활용되고 있으며 특히 유역의 수환경 특성을 파악하는 모델에서 이용되어 왔다. 불투수면은 총불투수면과 유효불투수면의 두 가지 있으며, 이들은 각 유역의 토지이용 특성에 따라 그 구성이 다양하다. 이중 총 불투수면은 기존의 토지이용도나 토지피복도를 사용하여 손쉽게 구할 수 있는 반면 유효불투수면은 물 흐름을 필지별로 파악하여야 하기 때문에 산정에 많은 노력과 비용이 소요된다. 본 연구에서는 우리나라 사례지역에 대해 총불투수면과 유효불투수면을 산정하여 그 특성을 상호 비교해 보고 유역관리에 있어 유효 및 총 불투수면 비율의 적용방안을 모색하고자 하였다. 사례지역 분석결과 유효불투수면 면적은 39.7%로 총 불투수면 면적 43%에 비해 약 3%적었다. 불투수면이 수환경에 미치는 영향을 분석하기 위한 기초 자료로 활용하기 위함임을 고려할 때 비용과 시간적 측면에서 볼 때 총불투수면을 유역의 대표적인 불투수면 비율로 사용할 수 있을 것으로 판단된다.

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총량관리 단위유역의 토지이용 변화 및 오염물질 배출형태 분석 (Analysis of Changes in Land Use and Pollution Load for the Unit Watersheds of Total Maximum Daily Loads)

  • 박준대;오승영;최옥연
    • 한국물환경학회지
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    • 제30권2호
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    • pp.128-137
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    • 2014
  • The land use of the unit watersheds should be maintained appropriately in order to keep the load allotment stable for the management of Total Maximum Daily Loads (TMDLs). This study classified the land area in four types and analyzed the use of each land type and its changing pattern by calculating the occupation and conversion ratios for the unit watersheds in three river basins. The forest land showed the greatest occupation ratio with 63.0%, followed by the farm land with 23%, the other area with 8.0% and the site area with 6.0% in 2003. The occupation ratio of the site and the other area increased by 0.4% and 0.2% respectively, and that of the farm and the forest land decreased by 0.4% and 0.2% respectively in 2007. The conversion ratio for the site area ranged from 1.65% to 1.97%, for the farm land from -0.47% to -0.33%, for the forest land from -0.10% to -0.04% and for the other area from 0.17% to 1.97%. It can be inferred that the decrease in the farm and the forest land contributed to the increase in the site area and that the increase in the other area was mainly made by the decrease in the forest land. It could be more effective to take into account the changes in the site area and in the forest land in the process of developing the TMDL plans.

절수 염분제거에 의한 음식물류 폐기물 퇴비화 시스템 개발 (Development of Food Waste Fermentation System by Low Water-Ratio Salt Minimization)

  • 한두희
    • 한국산학기술학회논문지
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    • 제6권2호
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    • pp.189-194
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    • 2005
  • 2005년부터 도시 지역에서는 음식물 쓰레기 재활용 시설을 완료하여야 한다. 기존에 시설된 음식물 재활용 설비는 염분을 적절히 제거하지 못하여 퇴비로 사용할 경우 농작물에 해가 되는 경우가 많았다. 하수처리장과 연계하여 음식물류 폐기물의 300%정도의 물을 첨가하여 희석하는 방법이 염분제거에 효과적으로 사용되나, 처리장이 하수처리장과 연계할 수 없으면 이것은 새로운 오염원이 된다. 이 논문에서는 물을 적게 사용하여 염분을 효과적으로 제거할 수 있는 방법을 제시한다. 효과적인 초기 파쇄공정을 통하여 0.3%미만으로 염분을 저감하였고 완숙퇴비를 얻기 위하여 원적외선 가열을 적용하였다.

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