• 지질공학
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• 제27권1호
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• pp.1-7
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• 2017

해안지역에서 지하수의 전기전도도, 화학적 지시자, 동위원소 조성을 이용하여 해수침투를 평가하였다. 전기전도도가 $3,000{\mu}S/cm$ 보다 높은 지역을 해수의 영향을 받은 지역으로 평가할 수는 있지만 다른 오염원과 해수침투를 구분하는 것이 매우 어렵다. 화학적 지시자 및 산소와 수소 동위원소 조성은 해수침투의 영향을 정량적으로 평가할 수 있지만 비용이 많이 드는 단점이 있다. 따라서 전기전도도를 이용하여 1차적으로 해수침투 가능성을 평가하고 해수침투의 영향을 받은 것으로 분류된 지역에 대해서 추가적인 화학 및 동위원소 분석을 수행함으로써 해수침투의 영향 정량적으로 평가하는데 소요되는 비용을 줄일 수 있으며 이러한 분석방법을 통해 해수침투 평가방법의 효율성을 향상시킬 수 있다.

• 멤브레인
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• 제25권4호
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• pp.301-309
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• 2015

최근 해수담수화 기술에 관한 관심이 증가하면서 해수 전처리 기술의 중요성이 날로 증가하고 있다. 해수담수화 기술은 미래 수처리 핵심기술로 자리매김하고 있고 이를 위한 전처리 기술의 올바른 선택과 운영은 향후 해수담수화 기술의 효율향상과 공정 최적화를 위해 중요하게 고려되어야 할 것이다. 해수담수화 전처리 기술의 목적은 주로 해수에 존재하는 입자성 물질, 콜로이드성 물질, 유기물질, 무기물질 그리고 미생물 오염물질 등의 처리를 통해 후단 담수화 기술의 효율성을 향상시키기 위함이나 전처리 기술 대상 처리물질의 범위는 매우 다양하여 맞춤형 전처리 기술의 적절한 적용이 필요하다. 해수담수화에서 올바른 전처리 기술의 적용은 후단 담수화 시설의 높은 처리효율 및 문제점을 최소화시킴과 동시에 해수의 큰 수질변동과 기후적인 그리고 지역적인 영향 등에 즉각적으로 대처할 수 있으므로 전처리 기술의 운영전략은 미래 해수담수화 기술의 성공여부를 결정짓기 위해 매우 중요하게 다루어져야 한다. 또한 최근에 많은 관심을 가지고 있는 해수 미세조류의 번성은 담수화 전처리 기술의 선정에 있어서 잠재적인 장애가 되고 있어 이에 대한 올바른 이해도 반드시 필요하다. 본 총설에서는 해수담수화 전처리 기술에 관한 그동안의 연구동향을 분석하고 해수담수화 전처리 기술의 선택 및 운전 최적화 달성을 위한 향후 도전과제들을 제시하고자 한다.

• 한국동물위생학회지
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• 제22권4호
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• pp.357-361
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• 1999

The most harmful nitrogenous compounds in fish-breeding place using are ammonia and nitrate. Excessively high total nitrogen concentration is the signal of unbalance for breeding fishes in seawater and may result overfeeding or overstocking without seawater treatment system. The failure of elimination for the organic ingredients or nitrogen compounds can also cause the consequence of inadequate oxygen concentration in seawater, either. The study shows the effect of biofilter and W disinfector of seawater in the fish- breeding place. In the results, these tools had ammonia, nitrite, nitrate and decreased 71.8%, 27.6% and 1%, respectively, and the total number of microorganisms decreased up to 81.9%.

• 한국건축시공학회지
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• 제18권2호
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• pp.185-193
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• 2018

In this study, using Granulated Blast Furnace Slag (GBFS), an industrial byproduct, and Phosphogypsum (PG), and Waste Lime (WL) as activator, non-sintering binder (NSB) which does not require a sintering process was produced, and the chemical penetration resistance was evaluated through a seawater resistance experiment. The result of the experiment showed that the inside of NSB mortar saw almost no influence from the ions in seawater due to its dense structure. Also, as it appears that only the surface reacts with ions in seawater while spreading inward is suppressed, the high seawater resistance of NSB could be confirmed.

• 한국환경과학회지
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• 제9권6호
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• pp.517-522
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• 2000

Separation of strontium ion from synthetic seawater in the contained liquid membrane permeator with two micro-porous films was performed. The permeator consisted of a liquid membrane and two cells for aqueous solutions. The liquid membrane consisted of $D_2EHPA(di-2-ethylhexy1-phosphoric acid)$ and DCH18C6 (dicyclohexano-18-crown-6),diluted to 30 vol% with kerosine and was trapped between two micro-porous hydrophilic films. This liquid membrane separated two aqueous solutions, one of which was synthetic seawater and the other of which was the stripping solutions consisting of 1mol/L $H_2SO_4$ solution. The effects of various operating parameters on the extraction rate and equilibrium extraction ratio of strontium ion from synthetic seawater were experimentally examined. The addition of DCH18C6 to the $D_2EHPA$ solution caused synergy effect on the extraction of strontium ion. The permeator extracted strontium ion from synthetic seawater effectively with high membrane life time.

• Environmental Engineering Research
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• 제16권4호
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• pp.227-230
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• 2011

Seawater desalination technology is a complicated and expensive process. Besides salt removal from seawater, thesignificant problem that needs to be solved is boron removal. Boron removal is difficult so it is a considerable challenge for the desalination process. The main technology of this process is reverse osmosis (RO). RO can remove salt and boron more effectively than other technologies. In a conventional seawater desalination process, coagulant is utilized for pre-treatment but it is difficult to remove boron through this stage. In this study, a coagulant called Mineral Cluster was examined for boron removal. Therefore, Mineral Cluster can be considered a potential coagulant for boron removal in seawater desalination technology.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.649-652
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• 2006

This paper describe the performance of seawater purification, to which living organisms can adapt, and the physical properties of porous concrete with continuous void. Although conventional concrete has been regarded as a destroyer of nature, seawater and air can pass freely through concrete when it is made porous by forming continuous void. This not only enables plants to vegetables, but also makes it possible for microscopic animals and plants, including bacteria, to attach to and inhabit uneven surface as well as internal voids when the concrete is provided in a natural seawater area or seawater side area. As a result, porous concrete using recycled aggregate improved the performance of seawater purification. In this study, The performance of seawater purification of porous concrete using recycled aggregate analyzed by T-P, T-N.

• Carbon letters
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• 제14권3호
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• pp.190-192
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• 2013

It has been demonstrated in a previous study that carbon nanotube (CNT)/epoxy/basalt composites produce better flexural properties than epoxy/basalt composites. In this study, mode I fracture tests were conducted using CNT/epoxy/basalt composites with and without seawater absorption in order to investigate the effect of the seawater absorption on the mode I fracture toughness ($G_{Ic}$) of the CNT/epoxy/basalt composites. The results demonstrated that the compliance of the seawater-absorbed specimen was larger than that of the dry specimen at the same crack length, while the opposite result was obtained for the fracture load. The $G_{Ic}$ value of the seawater-absorbed CNT/epoxy/basalt composites was approximately 20% lower than that of the dry CNT/epoxy/basalt composites.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2015년도 제46회 하계학술대회
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• pp.1193-1194
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• 2015

The volume electrical resistivity of $3.777{\times}10^{13}{\Omega}{\cdot}cm$ of dried CSPE for 660~750 days after seawater & freshwater soaking is lower than $4.011{\times}10^{13}{\Omega}{\cdot}cm$ of that before seawater soaking. The peak binding energy of oxygen and sulphur of CSPE after seawater & freshwater soaking are shifted above 1.0ev. The grass transition temperature($T_g$) of $-19.76^{\circ}C$ of seawater & freshwater soaked CSPE are lower than $-19.59^{\circ}C$ of that of non-soaked CSPE. The melting temperatures($T_m$) of seawater & freshwater soaked and non-soaked CSPE are $45.58^{\circ}C$ and $45.59^{\circ}C$, respectively.

• Fisheries and Aquatic Sciences
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• 제14권4호
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• pp.421-428
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• 2011

We conducted modeling experiments to evaluate the residence times and exchange rates of seawater in Gamak Bay, located on the southern coast of the Korean Peninsula. The results revealed that pollutants are more quickly dispersed in a fixed grid rather than in a variable grid system. Pollutant concentrations decayed exponentially with time after release near the mouth of the bay, whereas no exponential variations were seen at the northwest end of the bay. The mean exchange rate of the seawater was 1.58% per day in the variable grid system, and the residence time of pollutants was greater than 288 days in Gamak Bay. Conversely, the exchange rate of seawater in Gamak Bay, as revealed by the particle tracking method, was 65% over a 50-day simulation. The results suggest that the seawater exchange in Gamak Bay is so low that pollutants are likely to remain in the bay indefinitely.