• 한국식품영양학회지
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• 제13권5호
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• pp.477-482
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• 2000

고분자 물질 용액에 감자 절편을 침지시의 탈수현상을 설명하기 위해 (1) 비정상 상태(unsteadystate)에서의 확산 식을 초기시간에 대해 단순화시킨 모델, (2) 침지시간별로 수분확산계수와 평균확산계수를 비교하여 탈수현상을 설명하고자 한 모델, (3) 물질이동에 대한 Fick의 제2법칙을 무한평판의 조건에서 전체 시간에 대해 전개한 모델 등 3가지 모델을 가정하여 검토한 결과 PEG용액에 감자절편을 침지했을 때 물질이동의 동력학적인 해석은 Fick의 제2법칙에 근거한 모델이 잘 적용되었으며 수분의 확산계수를 추정한 결과 8$\times$$10^{-7}$~4$\times$$10^{-6}$$ extrm{cm}^2$/s 범위였다.

• 한국식품영양학회지
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• 제10권4호
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• pp.462-467
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• 1997

최근 건조 및 탈수공정으로 사용되고 있는 침지(soaking)에 의한 방법인 DIS 공정(dewatering and impregnation soaking process)은 상온에서 침지용액에 식품시료를 담금으로서 시료내의 수분이 탈수되는 현상을 이용한 공정으로서 이 때 용액 속의 용질들이 시료 속의 세포 내로 침투하는 확산현상도 동시에 발생한다. 따라서 영양분의 손실과 관능적 품질저하를 억제할 수 있으며, 건조시의 에너지를 절감하는 등의 특성을 갖는다. DIS 공정에서는 용질의 크기에 따라 원형질막 분리현상과 세포벽 붕괴현상이 발생하며, 시료의 조직상태와 운전조건에 의하여 그 탈수 정도는 차이가 나타난다. DIS 공정을 제어하기 위한 모형화는 주로 비정상상태에서의 Fick의 법칙과 물질수지를 기초로 한 여러 가지 모델들이 제안되어 등온상태에서 시간에 따른 탈수량과 용질 침투량을 정확히 예측하고자 하고 있다.

• 상하수도학회지
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• 제9권2호
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• pp.84-96
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• 1995

The dewatering characteristics of the sewage sludge was investigated through the experimental observations and model simulations. The activated sludge and the anaerobically digested sludge were examined for the dewaterability evaluation within the pressure range of $0{\sim}10^6N/m^2$. Modified Buchner funnel test and compression test by the consolidometer were conducted to evaluate average specific resistance, porosity, and moisture percentage of filter cake. Shirato's technique of compression-permeability test was followed for the pressure range lower than about $10^2N/m^2$. The flocculation effects on sludge dewatering was also examined for ferric chloride and polymeric flocculant. The application of hydrated lime which can be used for flue-gas desulfurization showed improved moisture percentage, and was thought to have positive feasibility in combined system of sludge dewatering and incineration. Determined characteristic constants were applied to Tiller's cake filtration model to simulate liquid pressure distribution and porosity distribution in cake. Model simulations showed a sharp drop of the porosity close to the cake-medium interface for the highly compressible material such as the activated sludge and the anaerobically digested sludge.

• Journal of Microbiology and Biotechnology
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• 제8권2호
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• pp.165-170
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• 1998

Lipase-catalyzed esterification of n-butyl oleate was carried out in n-hexane as a model reaction. The optimal activity of Candida rugosa lipase was shown in a water activity ($a_w$) range of 0.52 to 0.65 at $30^{\circ}C$. The water produced from the esterification was removed by a tubular type pervaporation system. The rate of ester formed from the enzymatic esterification was allowed to be the same as the rate of water removal by maintaining an optimal $a_w$ of the reaction system using an on-off dewatering control device. The reaction rate and yield with a$a_w$ control were increased two folds higher than the respective values for the uncontrolled reaction.

• 대한환경공학회지
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• 제37권1호
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• pp.1-6
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• 2015

본 연구에서는 데이터 마이닝 기법을 사용하여 혐기성 소화조의 효율을 나타내는 지표인 소화가스 발생량 예측 모델 개발을 통해 운영자에게 효율적인 소화조 운영방안을 제시하고자 하였다. 그 결과 오차율 10% 이내의 인공신경망을 적용한 소화가스 발생량 예측 모델을 개발 하였으며, 모델 개발에 사용된 변수를 제시함으로써 소화조 운영에 도움이 될 것으로 사료된다. 한편 탈수 케이크 관리 기법을 개발하는데 사례기반추론(Case based reasoning)의 개념을 적용하였다. 사례기반추론은 새로운 문제가 발생했을 경우 과거의 사례와 가장 유사한 사례를 활용하여 문제를 해결에 활용하는 방법으로, 본 연구에서는 슬러지 처리 공정에 사례기반추론개념을 적용시켜 과거의 운전 data를 통해 최소의 운전변경으로 탈수 케이크 감량화를 제시하는 관리방안을 개발하였다.

• Geomechanics and Engineering
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• 제14권5호
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• pp.467-477
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• 2018

Estimation of hydraulic parameters is a critical step during design of foundation dewatering works. When many piles are installed in an aquifer, estimation of the hydraulic conductivity should consider the blocking of groundwater seepage by the piles. Based on field observations during a dewatering project in Shanghai, hydraulic conductivities are back-calculated using a numerical model considering the actual position of each pile. However, it is difficult to apply the aforementioned model directly in field due to requirement to input each pile geometry into the model. To develop a simple numerical model and find the optimal hydraulic conductivity, three scenarios are examined, in which the soil mass containing the piles is considered to be a uniform porous media. In these three scenarios, different sub-regions with different hydraulic conductivities, based on either automatic inverted calculation, or on effective medium theory (EMT), are established. The results indicate that the error, in the case which determines the hydraulic conductivity based on EMT, is less than that determined in the automatic inversion case. With the application of EMT, only the hydraulic conductivity of the soil outside the pit should be inverted. The soil inside the pit with its piles is divided into sub-regions with different hydraulic conductivities, and the hydraulic conductivity is calculated according to the volume ratio of the piles. Thus, the use of EMT in numerical modelling makes it easier to consider the effect of piles installed in an aquifer.

• 한국식품영양학회지
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• 제12권6호
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• pp.582-587
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• 1999

감자절편을 고농도용액에 침지하여 탈수시킨 결과 침지용액을 구성하는 용질의 분자량에 따라 탈수형태가 다르게 나타났다. 저분자 용액인 NaCl, PEG 400 용액에 침지한 경우 조직의 뒤틀림현상(cytorrhysis) 은 나타나지 않고 부피의 감소와 수분의 탈수현상이 나타난 반면 고분자 용액인 PEG 4000, PEG 6000용액에 침지한 경우 cytorrhysis 현상을 동반한 부피의 감소와 탈수현상이 나타났다. 초기 탈수속도는 저분자 용액에 침지시 더 빨랐으나 최종 탈수량은 고분자 용액에 침지시 더 컸다 고장성 용액에 감자절편을 침지시켜 탈수되는 기작이 두가지 압력(삼투압 분자압착력)에 의해 진행된다고 가정하고 모델을 제안하여 감정한 결과 제안된 모델은 고분자 용액에 침지시의 탈수현항을 설명하는데 적합하였다. 모델에서 구해진 압력인자(ΔP)와 농도인자(a)는 온도(T)와 농도(C) 의 함수로 표현되며 계수의 탄력성 검정결과 농도에 대한 의존성이 더 큰 것으로 나타났다.

• Korea-Australia Rheology Journal
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• 제17권4호
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• pp.181-190
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• 2005

Rheological characterisation of flocculated kaolinite pulps has been undertaken to elucidate particle interactions underpinning the dewatering behaviour induced by flocculation with polyethylene oxide (PEO), anionic polyacrylamide (PAM A) and their blends. Shear yield stress $(\tau_y)$ analysis indicated that polymer mediated particle interactions were markedly amplified upon shear of PEG based pulps. In contrast, PAM A based pulps showed a significant decrease in yield values upon shear. Steady stress measurements analysed using a modified Ellis model indicated subtle differences between the respective linear viscoelastic plateaus of the pulps. Furthermore, modified shear thinning behaviour was evident in PEG based pulps. Estimation of elastic and viscous moduli (G', G') was made using dynamic stress analysis for comparison with values determined from vane measurements. Despite a noticeable difference in the magnitude of G' between the two methods, similar trends indicating sheared PEG-based pulps to be more elastic than PAM based pulps, were observed. Floc microstructural observations obtained in support of rheological properties indicate that PEG flocculant induces significantly more compact particle aggregation within the clay pulps under shear consistent with the yield stress data, in contrast to PAM A, or indeed unsheared PEG based pulps. Consequentially, sheared PEG based pulps show significantly improved dewatering behaviour. The implications of the results, potential benefits and drawbacks of flocculation with PEG and PAM A are discussed with respect to improvements in current dewatering processes used in the minerals industry.

• 환경영향평가
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• 제20권2호
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• pp.227-234
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• 2011

In the study, CE-QUAL-W2 was used and its examination and correction were conducted targeting 2001 and 2003 when the condition of rainfall was contradicted. Using the proved model in 2003, a scenario was implemented with management of locations for dewatering outlets and actual data for dam management in 1987 when inflow and outflow level were almost same. In case of the scenario which the location of dewatering outlets was 5m higher than usual location, exclusion efficiency for turbid water inflow at the beginning of precipitation was good. In case of the scenario which the location of dewatering outlets was 10m lower than usual location, exclusion efficiency for excluding turbid water remained in a reservoir after the end of precipitation. However, the scenario applying dam management data in 1987, exclusion efficiency was relatively low. In the scenario, power-generating water release spot at EL.57m for first four days after the beginning of precipitation, EL.52m for 5th to 8th and EL.42m from 9th days. An analysis of the scenario reveals that both excessive days exceeded 30 NTU and average turbidity levels were decreased comparing before and after the alteration on outlets. The average turbidity levels were decreased by minimum of 55% to maximum of 70% and 30NTU exceeding days were decreased by 45 days at maximum. Also, since it could exclude most of turbid water in a reservoir before the destatifcation, the risk for turbid water evenly distributed in a reservoir along with turn-over could be decreased as well.

• 상하수도학회지
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• 제10권1호
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• pp.85-95
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• 1996

Although the specific resistance to filtration is the most frequently employed means for characterizing dewaterability of a sludge, it presently is not possible to design nor to prediet performance of dewatering facilities using traditional linearized parabolic filtration equation, that is, the specific resistance model because of theoretical and practical inadequacies of the concept. Limitations of the specific resistance model reflect the need to examine fundamental sludge properties and filtration behaviors affecting dewaterability. From this study, two major limitations of the specific resistance model were noted. First, specific resistance values are very dependent on the sludge concentration because of the variations of particle size distribution and cake clogging to occur when surface area mean diameter is less than $25{\mu}m$ for activated sludge, $18{\mu}m$ for water treatment plant sludge. Second, nonparabolic filtration behavior can result from cake clogging, caused by the migration of fine particles into the cake pores, accelated by skin effect with highly compressible sludges.