• 제목/요약/키워드: volumetric ratio

검색결과 385건 처리시간 0.025초

$A_2O$공정에서의 섬모상 담체 사용 유무에 따른 하수의 질소 . 인 제거에 관한 연구 (A Study on the Removal of Nitrogen and Phosphorus Depending on Existence of Cilia Media in Sewage in Anaerobic-Anoxic-Oxic Process)

  • 박태진;이정민;송경석;조일형;김영규;정문호
    • 한국환경보건학회지
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    • 제26권3호
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    • pp.69-75
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    • 2000
  • This study was carried out to investigate the removal of nitrogen and phosphorus in municipal sewage according to the variation of volumetric ratio in the reactor. It also was performed to provide basic data necessary to the development and improvement of the process which is Anaerobic-Anoxic-Oxic(A2O). In the removal of BOD and COD, the best efficiency of the process showed in the condition of using the media, 1Q of internal recycle rate and 1:3:2 of the volumetric ratio in Anaerobic-Anoxic-Oxic process. In most cases, nitrogen and phosphorus removal efficiency of the process using the cilia media was superior to that of the process which didn't use the media. In the removal of T-N and T-P, the best efficiency of the process showed in the condition of using the media, 1Q of internal recycle rate and 1:3:2 of the volumetric ratio in Anaerobic-Anoxic-Oxic process.

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낮은 체적비의 고강도 띠철근으로 구속된 철근콘크리트 원형기둥의 일축압축거동 (Uniaxial Compression Behavior of Reinforced Concrete Circular Columns Confined by Low-Volumetric Ratio High-Strength Lateral Ties)

  • 홍기남;이성태;최홍식;이시우;곽홍신;한상훈
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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    • pp.91-94
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    • 2005
  • Experimental research was conducted to investigate the behavior of RC circular columns confined by high-strength ties. Large scale columns with concrete strength 34.1 and 65.3 MPa were tested under monotonically increasing concentric compression. The test parameters included the volumetric ratio, tie arrangement, tie yield strength, and concrete compressive strength. The results indicate that high-strength concrete columns can be confined to achieve inelastic deformations usually predicted for normal-strength concrete columns. This can be done by providing increasing volumetric ratio and tie yield strength.

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철근콘크리트 원형기둥의 나선철근 최소철근비에 대한 평가 (Evaluation of Minimum Spiral Reinforcement Ratio of Circular RC Columns)

  • 김영식;김형국;박천범;김상우;김길희
    • 한국구조물진단유지관리공학회 논문집
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    • 제21권6호
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    • pp.1-9
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    • 2017
  • 원형 기둥의 나선철근은 축방향 철근의 위치 고정 및 좌굴방지와 코어콘크리트의 충분한 횡구속으로 기둥의 연성거동에 효과적인 역할을 한다. 각국은 기둥에 요구되는 연성을 확보하기 위하여 나선철근의 최소철근비를 제시하고 있다. ACI 318-14와 국내 콘크리트 구조설계 기준에서 제시하는 나선철근 최소철근비는 Richart et al.(1928)의 이론에 기초하여 개발되었으며 현재까지 사용되고 있다. 그러나 Richart et al.(1928)의 이론은 현대의 고강도 콘크리트, 고강도철근 그리고 나선철근의 배근조건 등의 영향을 고려하지 못한다. 이 연구에서는 나선철근으로 구속된 철근콘크리트 원형 기둥의 내력회복 및 연성증진에 요구되는 나선철근에 대한 수정 최소철근비 산정식을 제시한다. 수정 최소철근비 산정식은 콘크리트 압축강도, 나선철근 항복강도, 기둥의 단면적, 나선철근 배근간격, 나선철근 직경의 영향을 고려하고 있다. 이 논문에서는 재료강도 및 나선철근 최적비를 변수로 한 실험체의 일축 압축실험을 통하여 ACI 318-14에 제시하는 나선철근 최소철근비 산정식의 타당성을 검토하고, 그 결과를 토대로 나선철근 최소철근비 산정식의 수정방안을 고찰하였다.

고속다기통 및 회전식 압축기의 체적효율 (A STUDY ON THE VOLUMETRIC EFFICIENCY OF HIGH SPEED MULTI-CYLINDER AND ROTARY COMPRESSOR)

  • 오후규;조권옥
    • 한국수산과학회지
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    • 제12권1호
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    • pp.13-18
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    • 1979
  • Volumetric efficiency is a determining factor for tile measurement of compessor capacity, but it is practically hard to take an accurate measurement of capacity characteritics so that most of users trust the data of makers catalogue. We often realized the discrepancy in their data with actual capacity. This study was attemped to establish the basic data of capacity characteristics of compressor by measuring volumetric efficiency of high speed multi-cylinder compressor and rotary compressor. The volumetric efficiency was calculated based on the quantity of the flow of ammonia vapor and pressure difference in suction state of orifice plate and compressor. The volumetric efficiency of high speed multi-cylinder compressor was $37-61\%$ and that of rotary compressor was $57-82\%$ when compression ratio was in the range of 4-12. The discrepancy in volumetric efficiency at an equal evaporating temperature between the makers catalogue and the measured data was $5.5\%$.

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2 상 유동 및 물질전달 특성에 미치는 오리피스 노즐형상과 소요동력의 영향 (Effect of Orifice Nozzle Design and Input Power on Two-Phase Flow and Mass Transfer Characteristics)

  • 양희천
    • 대한기계학회논문집B
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    • 제40권4호
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    • pp.237-243
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    • 2016
  • 호기성 수처리 과정의 폭기에 소요되는 에너지의 이용효율을 높이기 위해서는 물질전달 특성뿐만 아니라 소요동력에 대한 연구가 필요하다. 본 논문은 수직 2 상 유동 및 물질전달 특성에 미치는 오리피스 노즐형상과 소요동력의 영향에 대한 실험적 연구를 목적으로 한다. 측정 변수들을 이용하여 유량비, 소요동력, 물질전달 계수 그리고 물질전달 효율을 산출하였다. 소요동력이 커지면 물질전달 계수는 증가하는 반면에 유량비와 물질전달 효율은 감소하였다. 무차원 면적비가 작은 오리피스 노즐의 유량비, 물질전달 계수 및 효율이 높게 나타났다. 물질전달 특성에 미치는 유량비, 소요동력 그리고 프라우드 수의 영향을 평가하기 위한 실험식을 제시하였다.

Analytical Studies on Basic Creep of Concrete under Multiaxial Stresses

  • Kwon, Seung-Hee;Kim, Jin-Keun
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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    • pp.465-472
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    • 2003
  • Creep Poisson's ratio reported by previous experimental studies on multiaxial creep of concrete was controversial. The Poisson's ratio is very sensitive to small experimental error that is inevitably induced, and the sensitivity may cause the controversy. It is difficulty to find out the properties on multiaxial creep of concrete. Therefore, a new approach method to analyze the test results is needed to precisely understand the properties on multiaxial creep of concrete. In this study, microplane model is used as a new approach method in analyzing the multiaxial creep test data. The six data sets extracted from the literature are fitted from regression analysis. Double-power law as a model representing volumetric and deviatoric creep evolutions on microplane is used, and six parameters in volumetric and deviatoric compliances are determined on the assumption that the volumetric and deviatoric creep strains are linearly proportional to corresponding stresses. The optimum fits give very accurate description of the test data. The Poisson's ratio calculated from the optimum fits varies with time and does not depends on the stress states, namely, uniaxial, biaxial, and triaxial stress states. Regression analysis is also performed on the assumption that the Poisson's ratio remains constant with titre. The constant Poisson's ratio can be use in practice without serious error.

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일축압축 하에서 반복재하에 따른 포아송비의 거동분석 - 경상분지 퇴적암을 대상으로 - (An Analysis of Poisson's Ratio Behaviors by Uniaxial Compressive Loading-reloading Test - On the Sedimentary Rocks of Kyungsang Basin -)

  • 이종석;문종규;최웅의
    • 터널과지하공간
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    • 제23권1호
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    • pp.66-77
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    • 2013
  • 경상분지 퇴적암, 사암, 셰일, 이암, 역암 및 응회암 시료 404개를 대상으로 재하-재재하 가압조건으로 포아송비와 체적 변형률 거동을 분석하였다. 하중증가에 따라 포아송비는 증가, 수렴 및 감소거동을 나타내며 증가거동이 월등히 우세하였다. 체적 변형률 거동은 하중 증가에 따라 정상거동, 양의거동 및 음의거동을 나타내고 있으며 정상거동 양상이 매우 우세하였다. 실무에서 사용하중은 매우 낮은데 이 범위에서 포아송비는 매우 높거나 혹은 낮은 값을 표출하는 바, 이의 적용은 현장시료의 실험을 통한 결과값 선택에서 설계조건을 고려하여 선택해야 할 것이다.

간접포기식 침지여상의 장류 폐수처리특성에 관한 연구 (A Study on the Characteristics of the Soysauce Wastewater Treatment in Aerobic Submerged Biofilter)

  • 권영호;원찬희;신승원
    • 한국환경과학회지
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    • 제7권5호
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    • pp.679-685
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    • 1998
  • The Soysauce wastewater removal characteristics of submerged biofilters filled with two filter media respectively were experimentally examined with constant temperature, pH value and variable BOD loading and recirculation ratio. The decreasing order of BOD removal is Netring(random plastic media), cubic wire meshes(plastic module). This is mainly due to the media characteristics such as void ratio, specific surface area and media shapes. The BOD removal ratio decreases with increasing $BOD_5$/ volumetric loading rate, and the loading rate for the BOD removal over 85% is lower than 1.5kg$BOD_5$ 5/$m^3$d for the plastic media of Netring and cubic wire meshes. The $BOD_5$ removal rate increases with the recirculation ratio, but the rate of increase become smaller as the recirculation ratio increases over 20. When $BOD_5$ volumetric loading is 1.5kg$BOD_5$/$m^3$d, the required recirculation ratio to obtain 85% BOD$_{5}$ removal is about 20 for Netring and it was about 30 for cubic wire meshes.s.

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반복재하후 미액상화 풍화토 지반의 변형 거동 (Post-Cyclic Deformation Behavior of Non-Liquefied Weathered Soils)

  • 최연수;정충기
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2001년도 봄 학술발표회 논문집
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    • pp.485-492
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    • 2001
  • Weathered soil is one of the most representative soils in Korea. In this study, a series of cyclic triaxial tests was carried out to predict the post-cyclic deformation behavior of weathered soils in case of non-liquefaction. Excess pore pressure response during cyclic loading and volumetric strain during the dissipation of excess pore pressure were measured varying the confining pressure, relative density and cyclic stress ratio. Based on the test results, it Is found that the modified excess pore pressure ratio, excess pore pressure ratio normalized by cyclic stress ratio, is uniquely correlated with the number of cycles irrespective of confining pressure and cyclic stress ratio. Using the newly proposed MEPPR(modified excess pore pressure ratio) concept, it is possible to easily evaluate the excess pore pressure and the settlement of weathered soils due to cyclic loading by greatly reduced number of tests. It is also verified that the reconsolidation volumetric strain is independent of the way how the excess pore pressure was generated.

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