• 제목/요약/키워드: F-box

검색결과 239건 처리시간 0.027초

무산소 활성오니공정을 이용한 판지공장 폐수처리의 동력학적 해석 및 설계분석 (Bio-kinetic and Design Analysis for Box-mill Wastewater Treatment Using Anoxic Activated Sludge Process)

  • 조용덕;이상화;김영일
    • 대한환경공학회지
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    • 제28권10호
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    • pp.1090-1097
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    • 2006
  • 판지공장 인쇄폐수에 무산소 활성오니공정을 적용한 결과 $TCOD_{Mn}=90{\sim}94%$, $Color=58{\sim}81%$의 높은 제거효율을 얻었다. 산업현장 판지공장 폐수에 대한 무산소 활성오니공정의 설계분석을 위하여 Monod식에 의한 동력학적계수를 추정한 결과 $K_{max}$(최대 기질제거속도)=0.52 $day^{-1}$, $K_s$(반포화 기질농도)=314 mg/L, $K_d$(내생호흡계수)=0.274 $day^{-1}$, y(미생물의 합성계수)=0.908 mg/mg, ${\mu}_{max}$(최대 비생장속도)=0.472 $day^{-1}$로 산출되었다. 설계분석을 위한 부하인자의 값은 F/M비=$0.043{\sim}0.07$ kg-$TCOD_{Mn}$/kg-SS-day, BOD 용적부하=$0.18{\sim}0.3$ kg-$TCOD_{Mn}/m^3-day$, ${\theta}_x$(미생물 체류시간)=$=6.8{\sim}26.4$ day로 현장 검증되었다. 이러한 부하인자의 값을 미생물의 성장 동력학과 연계시켜 볼 때 F/M비는 ${\theta}_x$에 반비례하고, 단위측면에서 F/M비는 ${\mu}_{max}$와 같아야 하나 F/M비와 ${\mu}_{max}$는 상당한 차이가 있음을 알 수 있었다. 따라서 미생물의 성장 동력학을 이용한 무산소 활성오니공정을 설계하고자 할 때에는 충분한 안전율이 요구되는 것으로 사료되었다.

THE SEMIGROUPS OF BINARY SYSTEMS AND SOME PERSPECTIVES

  • Kim, Hee-Sik;Neggers, Joseph
    • 대한수학회보
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    • 제45권4호
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    • pp.651-661
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    • 2008
  • Given binary operations "*" and "$\circ$" on a set X, define a product binary operation "$\Box$" as follows: $x{\Box}y\;:=\;(x\;{\ast}\;y)\;{\circ}\;(y\;{\ast}\;x)$. This in turn yields a binary operation on Bin(X), the set of groupoids defined on X turning it into a semigroup (Bin(X), $\Box$)with identity (x * y = x) the left zero semigroup and an analog of negative one in the right zero semigroup (x * y = y). The composition $\Box$ is a generalization of the composition of functions, modelled here as leftoids (x * y = f(x)), permitting one to study the dynamics of binary systems as well as a variety of other perspectives also of interest.

시공단계를 고려한 콘크리트-콘크리트 합성형 PSC 박스거더 교량의 해석 (A Study on the Analysis of PSC Box Girder Bridge Considering Construction Stage in Box Section)

  • 김영진;김병석;강재윤
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 가을 학술발표대회 논문집(III)
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    • pp.694-700
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    • 1998
  • PSC box bridge by MSS construction method may not be set at cross section at one step. Web and bottom flange(U member) would be set at first, top flange will be set later with a time lag. In this case, U member and top flange concrete have different strain history. As two different aged section behaves as the composite section, there would happen the redistribution of stress. This is come from time-dependent strain characteristics of concrete itself. In this study, two models are considered, one with considering the set time of cross section and the other without. By performing longitudinal analysis of two models on considering construction stage, the stress differences of two are compared. As the analysis results show a considerable differences in the stresses of cross section between two models, the set time of cross section is needed for rational design f PSC box girder bridge.

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Control of the flexible system under irregular disturbance by using of 『random gain』

  • Cho, Yun-Hyun;Yang, Jae-Hyuk;Kim, Dae-Jung;Park, Sang-Tae;Chung, Jae-Wook;Hoon Heo
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1998년도 제13차 학술회의논문집
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    • pp.435-439
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    • 1998
  • A control strategy for flexible structure under irregular disturbance by using of$\boxDr$random gain$\boxUl$is developed and implemented. System equation is transformed to stochastic domain by F-P-K approach from physical domain. A controller is designed in the stochastic domain, accordingly system is controlled by$\boxDr$random gain$\boxUl$in time domain. In the paper, a new control technique is successfully employed for flexible system under white noise, and the result is verified by Monte-Carlo simulation and compared with the performance via LQR controller.

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Hemispherical Grain Silicon에 의한 정전용량 확보 및 공정조건 특성에 관한 연구 (A Study on Capacitance Enhancement by Hemispherical Grain Silicon and Process Condition Properties)

  • 정양희;정재영;이승희;강성준;이보희;유일현;최남섭
    • 한국정보통신학회논문지
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    • 제4권4호
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    • pp.809-815
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    • 2000
  • The box capacitor structure with HSG-Si described here reliably achieves a cell capacitance of 28fF with a cell area of a $0.4820\mum^2$ for 128Mbit DRAM. An HSG-Si formation technology with seeding method, which employs Si2H6 molecule irradiation and annealing, was applied for realizing 64Mbit and larger DRAMS. By using this technique, grain size controlled HSG-Si can be fabricated on in-situ phosphorous doped amorphous silicon electrodes. The HSG-Si fabrication technology achieves twice the storage capacitance with high reliability for the stacked capacitors.The box capacitor structure with HSG-Si described here reliably achieves a cell capacitance of 28fF with a cell area of a $0.4820\mum^2$ for 128Mbit DRAM. An HSG-Si formation technology with seeding method, which employs Si2H6 molecule irradiation and annealing, was applied for realizing 64Mbit and larger DRAMS. By using this technique, grain size controlled HSG-Si can be fabricated on in-situ phosphorous doped amorphous silicon electrodes. The HSG-Si fabrication technology achieves twice the storage capacitance with high reliability for the stacked capacitors.

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강합성 박스거더 복부판의 탄성전단강도 연구 (Elastic Shear Buckling Strength of Steel Composite Box Girder Web Panel)

  • 김대혁;한상윤;김정훈;강영종
    • 복합신소재구조학회 논문집
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    • 제4권3호
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    • pp.30-37
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    • 2013
  • It is same such as the provision of shear buckling strength of steel composite box girder web panel and plate girder web panel in Korea Highway Bridge Design Standards(2012). But the web panel of steel composite box girder is different from the web of plate girder in that the upper slab and lower flange are connected to the web. So a different shear behavior of the girders is expected. In this study, To calculate a reasonable elastic shear buckling strength of steel composite box girder web panel, ABAQUS program was used. The results from F.E.A and previous studies are compared. It is shown that the web shear buckling strength of steel composite box girder of Korea Highway Bridge Design Standards(2012) is the most conservative.

호흡기보호구의 밀착계수와 안면구조의 관계 (Correlation of Fit Factors for Respirators and Anthropometric Dimension)

  • 한돈희
    • Journal of Preventive Medicine and Public Health
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    • 제31권3호
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    • pp.440-448
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    • 1998
  • In many developed countries, for example, USA, respirator fit testing is required before entering specific work environment to ensure that the respirator worn satisfies a minimum of fit and that the user knows when the respirator fits properly. Unfortunately because we have not fit test regulation in Korea, a lot of workers wearing respirators may be potentially exposed to hazards. This study was conducted to evaluate the fitting performance for respirators and correlation fit factors with facial dimensions of wearers. 110 subjects (70 males, 40 females) were fit tested for three quarter masks, i.e., two domestic-made Mask 2, and Y and one foreign-made Mask T using PortaCount 8020. A facial dimension survey of the same subjects was conducted to develop a facial dimension grids fer correlation fit factors with facial dimension parameters. A facial dimension grid was developed on the basis of face length and lip length for quarter masks. The results obtained were as follows : 1 Fit factors of Mask T were much higher than those of Masks Z, and Y. 2. Males were fitted more properly than females. 3. Male in box 'f' of grid would be adequately fitted Mask Y and male in box 'b', 'e', 'f', 'h' of grid would be sufficiently fitted Mask T. Female in box 'h' of grid may have a good fitting performance for both Mask Y, and T. But subjects in all boxes of grid would be inadequately fitted Mask Z.

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유비쿼터스 기술을 위한 고속철도상 Pre-Stressed Concrete(PSC) 교량받침의 누적수평이동거리에 관한 수치해석 (Numerical Analysis of Accumulated Sliding Distance of Pre-Stressed Concrete (PSC) Bridge Bearing for High-Speed Railway for Ubiquitous Technology)

  • 오순택;이동준;이홍주;정신효
    • 디지털산업정보학회논문지
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    • 제11권1호
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    • pp.9-18
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    • 2015
  • Numerical analysis of PSC box bridge bearings for high speed KTX train vehicles has been carried out as a virtual simulation for Ubiquitous Technology. Improved numerical models of bridge, vehicle and interaction between bridge and train are considered, where bending and torsional modes are provided, whereas the exist UIC code is applied by the simplified HL loading. Dynamic and static analysed results are compared to get Dynamic Amplification Factors (D. A. F.) for maximum deflections and bending stresses up to running speed of 500 km/h. Equation from the regression analysis for the D. A. F. is presented. Sliding distance of the bearings for various KTX running speeds is compared with maximum and accumulated distances by the dynamic behaviors of PSC box bridge. Dynamic and static simulated sliding distances of the bearings according to the KTX running speed are proved as a major parameter in spite of the specifications of AASHTO and EN1337-2 focused on the distance by temperature variations.

양방향 데이터 방송 미들웨어를 위한 검증 및 정합 애플리케이션 개발 (Development of Verification and Interface Application for Interactive Data Broadcasting Middleware)

  • 이원주;이주용
    • 한국컴퓨터정보학회논문지
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    • 제14권5호
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    • pp.55-64
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    • 2009
  • 본 논문에서는 양방향 데이터 방송 미들웨어를 위한 검증 및 정합 애플리케이션을 설계하고 구현한다. 이 애플리케이션은 양방향 데이터 방송의 표준인 ACAP과 OCAF 검증 항목을 format, protocol, resource presentation으로 분류하여 구현한다. 따라서 이 애플리케이션을 사용하면 지상파 TV와 케이블 TV에 공용으로 사용되는 디지털 셋탑박스(settop-box)가 ACAP과 OCAF 미들웨어 표준에 따라 개발 되었는지 여부를 검증할 수 있다. 본 논문에서는 양방향 TV 애플리케이션을 실제 방송 환경과 동일한 환경에서 검증할 수 있는 에어코드(Aircode)사의 TYFLYSiTM Verifier를 사용하여 개발한 검증 및 정합 애플리케이션의 성능을 평가하였다. 그 결과 DTB-H650F 셋탑박스의 경우 OCAP, ACAP양방향 데이터방송 미들웨어 표준에 대하여 각각 80%, 95%를 지원하고 있음을 검증할 수 있었다.

CONFORMAL DEFORMATION ON A SEMI-RIEMANNIAN MANIFOLD (I)

  • Jung, Yoon-Tae;Lee, Soo-Young
    • 대한수학회보
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    • 제38권2호
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    • pp.223-230
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    • 2001
  • In this parper, we considered the uniqueness of positive time-solution to equation ${\Box}_g$u(t,$\chi$) - $c_n$u(t,$\chi$) + $c_n$u(t,$\chi$)$^[\frac{n+3}{n-3}]$ = 0, where $c_n$ = $\frac{n-1}{4n}$ and ${\Box}_g$ is the d'Alembertian for a Lorentzian warped manifold M = {a,$\infty$] $\times_f$ N.

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