• 한국유변학회:학술대회논문집
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• 한국유변학회 2001년도 Australian-Korean Rheology Conference 2001
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• pp.159.5-159
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• 2001

• 한국펄프종이공학회:학술대회논문집
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• 한국펄프종이공학회 2004년도 추계학술발표집
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• pp.233-237
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• 2004

• 한국지반신소재학회논문집
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• 제6권3호
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• pp.25-30
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• 2007

동전기토목섬유를 이용한 초연약지반의 개량은 일반적인 압밀공법에 비해 신속하게 저투수성 점토지반을 탈수시키며 강도증가를 유발하게 된다. 본 연구는 동전기토목섬유의 적용성을 조사하고자 스코틀랜드지방의 자연점토를 이용하여 일련의 실내실험을 수행하였다. 조사결과, 자중에 의한 압밀에 비해 전기삼투압에 의한 압밀이 빠르게 진행됨을 알 수 있었으며, 공급전압이 높을수록 신속하게 간극수의 탈수가 이루어졌으나 최종침하량은 적었으며, 동전기적 효과로 양극부근에서 산성화($pH{\simeq}3$)가 음극부근에서는 알칼리화($pH{\simeq}11$)가 일어났다.

• Environmental Engineering Research
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• 제20권1호
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• pp.99-104
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• 2015

The purpose of this study is to evaluate the performance of forward osmosis (FO) system for harvesting microalgae cultivated in secondary sewage effluent. Microalgae species used in this study were chlorella sp. ADE4. The drawing agents used for forward osmosis system were seawater and concentrate of sea water reverse osmosis (SWRO) system. Chlorella sp. ADE4 cultured in secondary sewage effluent illustrated moderate efficiency in removal of total nitrogen (TN) (68%) and superior performance in total phosphorus (TP) removal (99%). Comparison of seawater and SWRO concentrate as drawing agent were made in FO membrane separation of the microalgae. The result from this study depicts that SWRO concentrate is strong drawing agent in FO membrane system providing an average dewatering rate of $4.8L/(m^2{\cdot}hr)$ compared to seawater with average dewatering of $2.9L/(m^2{\cdot}hr)$. Results obtained from this study indicated that FO system could be viable option for harvesting the microalgae for further biodiesel production. SWRO concentrate as a drawing agent could be very important finding in field of membrane technology for disposal of SWRO concentrate.

• 상하수도학회지
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• 제23권1호
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• pp.31-37
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• 2009

Low-pressure membrane processes have been extensively expanded their applications to drinking water production in a few decades. As a capacity of a membrane plant becomes greater in recent years, proper methods to increase water production as well as to treat residuals have drawn great attention. A possible treatment option for the better water production is to apply a dual membrane system. The second stage microfiltration was installed and operated for approximately six months. The residuals from the two stage microfiltration were investigated to learn their characteristics in settling and dewatering processes. The settlability of the membrane residuals were greatest at the SS concentration of approximately 15000mg/L. The proper dose of the polyelectrolytes for filterability were obtained in the range of 0.5~1%. In the dosage range, the water contents of the membrane residuals were greater but the SRF were lower than the residual from the conventional process.

• 한국지반환경공학회 논문집
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• 제4권3호
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• pp.61-67
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• 2003

축산폐수를 처리 시 우선 탈수 후 고상은 퇴비화, 액상을 연속회분식반응기(Sequencing batch reactor, SBR)로 이용하여 처리하는 시스템을 구상하였다. 영양염류 제거를 위한 SBR 공정의 안정적인 운전을 위한 운전모드 결정 실험을 수행하였다. K시 공공축산폐수처리장의 원심분리기에서 나온 유출수를 사용한 실험에서 질소를 제거하기 위한 적정 fill ratio는 1/12, SRT는 15일, 폭기/비폭기 주기는 2시간/1시간이었다. 탈질을 위하여 주입한 외부탄소원으로는 메탄올을 사용하였고 single feeding 방법과 step feeding 방법을 사용하였다. 이 결과 step feeding 방법을 사용시 더 효과적으로 유기물을 사용 탈질효율을 증가시킬 수 있었다.

• 한국식품과학회지
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• 제28권4호
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• pp.707-713
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• 1996

김치제조의 산업화로 현장에서 도움이 될 수 있는 배추의 절임조건의 영향을 보고자 절임수의 온도 및 절임 시간, 절임시 적재높이, 세척조건, 탈수조건 등을 달리하여 실험하였다. 절임시간이 길수록 그리고 절임수의 온도가 높을수록 절인 배추의 소금농도가 높아짐을 관찰할 수 있었다. 적재 높이를 고려한 배추의 염도 측정에서는 하단의 염도가 상단보다 더 높게 나타났다. 세척과 탈수를 할수록 염도가 떨어지는 경향을 나타냈다. 높이에 따른 배추의 미세구조 변화에서 절인 배추의 세포조직은 높이에 따라 서로 차이를 나타냈다. 염절임을 한 배추는 세척을 할수록 원래의 상태로 회복되는 경향을 나타내었다.

• 콘크리트학회논문집
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• 제13권4호
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• pp.346-353
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• 2001

본 연구는 얇은 시멘트판 제품의 보강재로써 건조공정에 의해 생산된 폐지섬유의 최적 배합비를 도출하기 위하여 수행되었다. 이를 위해 순수 목질섬유 대비 폐지섬유의 대체수준을 세분화하여 실험을 실시하였으며, 슬러리-탈수 공법을 사용하여 폐지섬유보강 시멘트 복합체를 제조하였다. 본 연구는 실험적 연구와 반응표면 분석법을 활용한 통계적 분석을 통해 공정인자(가압, 비가압)과 섬유보강재 조건(섬유혼입율, 순수섬유 대체수준)을 최적화하였다. 최적화된 재생 폐지섬유 시멘트 복합체를 기술적으로 분석하였으며, 그 결과, 폐지섬유보강 시멘트 복합체의 성능과 경제적 측면에서 폐지섬유의 재활용이 가능하리라 판단된다.

• 산업식품공학
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• 제13권4호
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• pp.251-261
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• 2009

In vitro physiological functions such as jack bean (Canavalia ensiformis) urease inhibitory activity and retarding effect of glucose/bile acid of Aloe vera gel concentrated by the optimized DIS (Dewatering Impregnation & Soaking) process conditions were examined. Urease inhibitory activity of DIS aloes ranged from 84.6 to 94.4%, which was similar to or higher than 86.3% of fresh aloe. Also, urease inhibitory activity of DIS aloes was maintained at initial levels after heat treatment (90$^{\circ}C$, 10 min.) and drying treatment (freeze or hot air drying). Urease inhibition pattern from Lineweaver-Burk plot indicated general non-competitive inhibition, and inhibition constants ($K_{IE}$ and $K_{IES}$) of DIS aloes were 41-149 and 87-163 $\mu$L/mL, respectively. DIS(glucose) and DIS(polyethylene glycol) exhibited the highest retarding effect of glucose and bile acid. Their retarding effects were about 1.6 and 1.8 folds higher than that of fresh aloe after 0.5 and 1 hr of the dialysis, respectively. Conclusively, the above in vitro physiological functions of Aloe vera gel concentrated by DIS process suggested that aloe products treated with DIS would have the potential benefits for protection against Helicobacter pylori and reduction of blood glucose and cholesterol levels.

• Geomechanics and Engineering
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• 제32권4호
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• pp.387-396
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• 2023

Ground subsidence, which is a current concern that affects piled raft foundations, has occurred at a high rate in Ho Chi Minh City, Viet Nam, due primarily to groundwater pumping for water supply. In this study, the groundwater level (GWL) change affect on a piled raft foundation was investigated based on the three-dimensional finite element method (3D-FEM) using the PLAXIS 3D software. The GWL change due to global groundwater pumping and dewatering were simulated in PLAXIS 3D based on the GWL reduction and consolidation. Settlement and the pile axial force of the piled raft foundation in Ho Chi Minh subsoil were investigated based on the actual design and the proposed optimal case. The actual design used the piled foundation concept, while the optimal case applied a pile spacing of 6D using a piled raft concept to reduce the number of piles, with little increased settlement. The results indicated that the settlement increased with the GWL reduction, caused by groundwater pumping and dewatering. The subsidence started to affect the piled raft foundation 2.5 years after construction for the actual design and after 3.4 years for the optimal case due to global groundwater pumping. The pile's axial force, which was affected by negative skin friction, increased during that time.