• 한국환경과학회지
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• 제16권6호
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• pp.707-714
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• 2007

A laboratory experiment was performed to investigate nitrogen removal by the soil column. The addition of 20% waste oyster shell to the soil accelerated nitrification in soil column. The $NO_3^--N$ concentration in the effluent decreased with the decrease of HRT(Hydraulic Retention Time). When methanol and glucose added as carbon sources, the average removal rates of T-N(Total Nitrogen) were 82% and 77.9%, respectively. The $NO_3^--N$ removal by methanol supplementation in soil column can likely be attributed to denitrification. In continuous removal of nitrogen using the soil column, the COD(Chemical Oxygen Demand) and $NH_4^+-N$ removed simultaneously in organic matter decomposing column. The greater part of $NH_4^+-N$ was nitrified by the percolated through nitrification column, and the little $NH_4^+-N$ was found in the effluent. The T-N of 87.4% removed at HRT of 36 hrs in denitrfication column. Because of nitrified effluents from nitrification column are low in carbonaceous matter, an external source of carbon is required.

• Korean Chemical Engineering Research
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• 제48권3호
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• pp.359-364
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• 2010

직경이 0.152 m인 삼상슬러리 기포탑에서 연속 슬러리상 영역(${\varepsilon}_f$), 기포영역(${\varepsilon}_b$) 그리고 기포의 후면에서 기포와 같이 상승하는 소용돌이 영역인 wake 영역(${\varepsilon}_w$)의 세 종류의 기능영역을 분류하여 이들 각 영역의 체류량을 구하였다. 기포탑에서 기포영역과 wake 영역의 체류량은 전기저항 탐침법에 의해 결정하였다. 기체유속($U_G$)과 슬러리상에서 고체입자의 농도($S_c$)가 삼상슬러리 기포탑에서 각 기능영역의 체류량에 미치는 영향을 검토하였다. 슬러리 기포탑에서 기체유속이 증가하면 연속 슬러리상의 체류량은 감소하였으나, 기포와 wake의 체류량은 증가하였다. 슬러리상에서 고체입자의 농도가 증가함에 따라 연속 슬러리상 영역의 체류량은 증가하였으나, 기포와 wake 영역의 체류량은 감소하는 경향을 나타내었다. wake 영역의 체류량은 기포영역 체류량의 15~40% 정도를 나타났으며, 기체유속이 증가함에 따라 wake 영역의 기포영역에 대한 분율은 감소하였다. 본 연구의 범위에서 세 기능영역의 체류량은 각각 실험 변수의 상관식으로 나타낼 수 있었다.

• Structural Engineering and Mechanics
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• 제11권5호
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• pp.469-484
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• 2001

A new beam system comprising two cantilever stems and an interspan composite beam has been developed and its design philosophy is described in this paper. The system provides the equivalent of a semi-continuous beam without the requirement to calculate the moment rotation capacity of the beam-to-column connection. The economy of braced frames using the system has been investigated and compared with simple, continuous or semi-rigid systems. It is shown that the costs of the proposed system are similar to the semi-rigid system and cheaper than both the simply supported and rigid beam systems. Two tests have been carried out on 6 meter span beams, which also incorporated an asymmetric flange steel section. The behaviour of the system is presented and the test results are compared with those obtained from the theory.

• 한국환경과학회지
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• 제7권5호
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• pp.659-667
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• 1998

In the present paper, batch and semi-continuous settling characteristics of a binary calcium carbonate-water system were investigated. Using experimental data of batch settling characteristics, a graphical analysis for a semi-continuous thickening column was developed and compared with experimental results on the basis of Kynch theory, only where the feed velocity line was within the limits of Kynch theorem III. The analysis showed good agreement with experiments. Quite erroneous results, however, was observed for the analysis of a sludge region on the underloaded operation, which was considered due to the deviation from the limits of theory.

• 대한토목학회논문집
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• 제43권3호
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• pp.277-285
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• 2023

최근 지진의 규모와 빈도가 커짐에 따라 구조물의 붕괴를 막기 위하여 기둥의 연성화를 높이는 연구가 필요하다. 본 연구에서는 연속 횡방향철근으로 보강된 기둥의 성능 평가를 위해 선행연구에서 실험한 정적 압축 실험의 결과를 이용하여 원형기둥과 사각기둥 연속 횡방향철근으로 보강한 구조물의 동적해석에 관한 FE Model을 검증하고자 한다. 그 결과 연속 횡방향철근으로 보강한 기둥의 실험값과 동적해석에 관한 결과 값이 비슷한 거동을 보여 신뢰성이 높으며, 실제 구조물인 창촌교에 동적해석 FEM을 적용하여 검증하였다. 보강된 실험체에 파단이 날 때까지의 실험과 해석 값의 소산에너지를 보면 원형 나선, 원형 띠, 각형 나선, 각형 띠 순서로 소산에너지가 작았으며 실제구조물 해석 값의 에너지소산은 반대의 순서로 소산에너지가 원형 나선의 가장 작은 값이 나온다. 이 경우 실제 지진하중을 가하였을 경우 원형 나선의 기둥이 가장 파괴가 적게 일어났다는 판단이 된다. 또한 해석 결과 사각기둥과 원형기둥 모두 나선철근으로 보강된 기둥이 띠 철근으로 보강된 기둥보다 소산에너지 성능이 높아 연속횡방향철근으로 보강한 사각기둥의 사용성을 확인하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.173-178
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• 2002

Flat plate is susceptible to punching shear failure at the slab-column connection, which may cause catastrophic structural collapse. To prevent such brittle failure, strength and ductility of the connection should be ensured. However, since it is very difficult to experimentally simulate the actual load and boundary conditions of the flat plate system, it is not easy to obtain reliable information and data regarding to the strength and ductility of the flat plate-column edge connection. In the present study, numerical studies were performed for edge connections of continuous flat plate. The results were compared with the existing experiments, and the variations of bending moment, drift, effective width around the connection were investigated. Based on tile findings of the numerical studies, the disadvantages of current design methods were discussed.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 춘계 학술발표회 논문집
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• pp.211-219
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• 2002

This study is performed to investigate the behavior of multi-column piers and to evaluate the seismic performance. In this study, 3 types of scale model piers with 2-column are designed and tested by quasi-static load in both longitudinal and transverse directions. Each type of model consisting of 2 specimens has different reinforcement details in the lap splice of longitudinal bars and amount of transverse reinforcements. This paper reports that the ductility of the model in transverse direction is rather higher than in longitudinal direction because of formation of several plastic hinges and that the ultimate displacement and the energy absorbtion capacity are enhanced by using continuous longitudinal bars instead of lap-splice ones. And it is confirmed that relatively large amount of ductility can be achieved by providing sufficient lap-splice length and transverse reinforcements with end hook even if longitudinal bars are lap spliced in the base of pier.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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• pp.891-896
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• 2002

Flat plate is susceptible to punching shear failure at the slab-column connection, which may cause catastrophic structural collapse. To prevent such brittle failure, strength and ductility of the connection should be ensured. However, since it is very difficult to experimentally simulate the actual load and boundary conditions of the flat plate system, it is not easy to obtain reliable information and data regarding to the strength and ductility of the flat plate-column connection. In the present study, numerical studies were performed for interior connections of continuous flat plate. The results were compared with the existing experiments, and the variations of bending moment, shear, torsional moment around the connection were investigated. Based on the findings of the numerical studies, the disadvantages of current design methods were discussed.

• Journal of Microbiology and Biotechnology
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• 제5권1호
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• pp.41-47
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• 1995

Biodegradation of toluene in liquid effluent stream was carried out using biofilms of Pseudomonas putida formed on celite particles in the bubble column bioreactor. Silicon rubber tubing was installed at the bottom of the bioreactor and liquid toluene was circulated within the tubing. Toluene diffused out of the tube wall and was transferred into the culture broth where degradation by biofilms occurred. The operating variables affecting the formation of biofihns on celite particles were investigated in the bubble column bioreactor, and it was found that formation of bifilm is favored by high dilution rate and supply rate of carbon source which stimulate the growth of initially attached cells. Continuous biodegradation of toluene using biofilms was stablely conducted in the bioreactor for more than one month without any significant fluctuation, showing a removal efficiency higher than 95% at the toluene transfer rate of 1.2 g/L/h.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.213-216
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• 2005

A numerical analysis was performed for interior connections of continuous flat plate to analyze the effect of design parameters such as column section shape, gravity load and slab span on the behavioral characteristics of the connections. Through the parametric study, the variations of shear stress distribution around the connection were investigated. According to the result of numerical analysis, as the length of the cross section of column in the direction of lateral load increases and gravity load increases, the effective area and the maximum shear strength providing the torsional resistance decrease considerably. And as the slab span loaded with relatively large gravity load increases, the negative moment around the connection increases and therefore the strength of connection against unbalanced moment decreases.