• 생태와환경
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• 제41권1호
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• pp.19-25
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• 2008

팔당호에 설치된 인공식물섬 식생기반재 내에서 세균의 생태학적 기능을 파악하기 위하여 식생기반재 내의 공극수와 호숫물에서 총인(TP), 용존인(DIP), 총질소(TN), 질산성질소$(NO_3)$총세균수, 활성세균수와 체외효소활성도를 측정하였다. 인공식물섬 식생기반재의 공극수에서 TN과 $NO_3$농도는 각각 $4.4\sim7.5mg\;L^{-1}$, $1.2\sim3.8mg\;L^{-1}$ 범위로 호숫물보다 약 2배 높게 나타났으며, TP와 DIP값도 식생기반재 공극수에서 각각 $1.4\sim4.1mg\;L^{-1}$, $0.003\sim0.137mg\;L^{-1}$ 범위로 TP 값은 호숫물보다 약 $4\sim25$배, DIP값은 5.3배 높은 값이었다. 총세균수와 활성세균수는 호숫물보다 10배 이상 값을 보였다. 또한 phosphatase 및 $\beta$-glucosidase 활성도도 인공식물섬 공극수에서 호숫물보다 10배 이상의 높은 결과를 보여 식생기반재 내부에서 세균에 의한 영양염류의 농축과 왕성한 유기물질분해가 일어나고, 이 과정에서 수초의 성장, 동물플랑크톤의 증식 등 새로운 수생태계가 조성된 것으로 사료된다.

• 한국분말재료학회지
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• 제21권1호
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• pp.21-27
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• 2014

In this study, diatomite based materials were investigated as a support filter for silica particle coating. The silica sol for coating was synthesized by a st$\ddot{o}$ber process. The diatomite support was dry-pressed at 10 MPa and sintered at $1200^{\circ}C$ for 1 hour. The coating sol was prepared as a mixture of EtOH and silica sol. The diatomite support was coated by a dip-coating process. Silica coated diatomite filter was sintered at $1000{\sim}1200^{\circ}C$ for 1 hour. The largest pore size was decreased with increasing concentration ratio of coating sol. The gas and water permeability of silica coated diatomite decreased with increasing of concentration ratio of the coating sol.

• Membrane and Water Treatment
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• 제9권2호
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• pp.69-77
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• 2018

The use of membrane as an innovative technology for water treatment process has now widely been accepted and adopted to replace the conventional water treatment process in increasing fresh water production for various domestic and industrial purposes. In this study, ultrafiltration (UF) membranes with different formulation were fabricated via phase inversion method. The membranes were fabricated by varying the polymer concentration (16 wt%, 18 wt%, 20 wt%, and 21 wt%). A series of tests, such as field emission scanning electron microscope (FESEM), pore size and porosity, contact angle, and zeta potential were performed to characterize the membranes. The membrane performance in terms of permeation flux and rejection were evaluated using a laboratory bench-scale test unit with mine water, lake water and tube well as model feed solution. Long hour filtration study of the membranes provides the information on its fouling property. Few pore blocking mechanism models were proposed to examine the behaviour of flux reduction and to estimate the fouling parameters based on different degree of fouling. 21 wt% PVDF membrane with smaller membrane pore size showed an excellent performance for surface water treatment in which the treated water complied with NWQS class II standard.

• 한국물환경학회지
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• 제22권1호
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• pp.140-144
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• 2006

This study was performed to investigate the effect of organic characteristics and feed water solution chemistry on membrane fouling index such as Silt Density Index (SDI) and Modified Fouling Index (MFI). Specifically, Aldrich humic acids (AHA) and Suwannee river humic acids (SHA) were used in SDI/MFI experiments. Higher SDI values were observed with increasing organic concentration. AHA with larger molecular weight (MW) and SUVA (${\approx}UV_{254}/TOC$) resulted in higher SDI values, compared to SHA. The feed solution chemistry (i.e, pH, ionic strength, and hardness) also affects SDI values to some degree. In particular, SDI increased with increasing hardness ($Ca^{2+}$) concentration for AHA. Unlike SDI, the MFI developed on the basis of particle cake filtration theory, was not accurately assessed due to internal fouling by organics such as pore adsorption and subsequent pore blocking.

• International Journal of Concrete Structures and Materials
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• 제8권4호
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• pp.327-333
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• 2014

The objective of this work was to examine the influence of carbonation on the microstructure of cement materials. Different materials, which were CEM I mortar and paste, CEM II mortar and paste, were carbonated at $20^{\circ}C$, 65 % relative humidity and 20 % of $CO_2$ concentration. The specific surface area and pore size distribution were determined from two methods: nitrogen adsorption and water adsorption. The results showed that: (1) nitrogen adsorption and water adsorption do not cover the same porous domains and thus, we observed conflicts in the results obtained by these two techniques; (2) the CEM II based materials seemed to be more sensible to a creation of mesoporosity after carbonation than the CEM I based materials. The results of this study also helped to explain why observations in the literature diverge greatly on the influence of carbonation on specific surface area.

• Advances in environmental research
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• 제4권3호
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• pp.183-196
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• 2015

Migration of leachate generated through embankment of construction waste soil (CWS) in low-lying areas was studied through physical and chemical analysis. A leachate solution containing soluble cations from CWS was found to have a pH above 9.0. To determine the distribution coefficients in the alkali solution, column and migration tests were conducted in the laboratory. The physical and chemical properties of CWS satisfied environmental soil criteria; however, the pH was high. The effective diffusion coefficients for CWS ions fell within the range of $0.725-3.3{\times}10^{-6}cm^2/s$. Properties of pore water and the amount of undissolved gas in pore water influenced advection-diffusion behavior. Contaminants migrating from CWS exhibited time-dependent concentration profiles and an advective component of transport. Thus, the transport equations for CWS contaminant concentrations satisfied the differential equations in accordance with Fick's 2nd law. Therefore, the migration of the contaminant plume when the landfilling CWS reaches water table can be predicted based on pH using the effective diffusion coefficient determined in a laboratory test.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회 3차
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• pp.135-139
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• 2010

A construction technique to install the soil-bentonite (SB) cut-off wall for in-situ geoenvironmental containment by employing the trench cutting and re-mixing deep wall method is first presented in this paper. The laboratory test results on the hydraulic barrier performance of SB in relation to the chemical compatibility are then discussed. Hydraulic conductivity tests using flexible-wall permeameters as well as swell tests were conducted for SB specimens exposed to various types and concentrations of chemicals (calcium chloride, heavy fuel oil, ethanol, and/or seawater) in the permeant and/or in the pore water of original soil. For the SB specimens in which the pore water of original soil did not contain such chemicals and thus the sufficient bentonite hydration occurred, k values were not significantly increased even when permeated with the relatively aggressive chemical solutions such as 1.0 mol/L $CaCl_2$ or 50%-concentration ethanol solution. In contrast, the SB specimens containing $CaCl_2$ in the pore water had the higher k values. The excellent linear correlation between log k and swelling pressure implies that the swelling pressure can be a good indicator for the hydraulic barrier performance of the SB.

• 한국지반공학회논문집
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• 제15권1호
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• pp.185-196
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• 1999

실내실험에 의하여 사질토 간극수의 이온 성분들사이 관계를 규명하기 위하여 흙의 비저항측정 상자와 STING-Rl비저항 측정기를 이용하여 분석을 수행하였다. 실험은 이온성분들의 농도를 변화시키면서 실시하였다. 또한 2~3가지 성분을 혼합한 경우에 대해서도 비저항값의 변화를 측정하였다. 실험결과는 성분중에서 비소(As)의 비저항값의 감소가 가장 컸으며, 나머지 성분들은 일반성분들과 큰 차이를 보이지는 않았다. 또한 혼합성분의 경우에는 비저항값의 범위가 간극수에 포함된 성분들의 비저항값에 따라 달라지는 것으로 나타났다.

• Corrosion Science and Technology
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• 제3권1호
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• pp.34-38
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• 2004

The corrosion of reinforcement is a very important factor on the serviceability and safety of reinforced concrete structures. The corrosion rate influences directly the cover failure time of reinforced concrete structures because the corrosion rate is used to estimate the amount of corrosion and thus expansive pressure due to corrosion. In this study, several series of experiments are performed considering the chloride concentration in artificial pore solution. The potentials are measured according to the applied current density and then corrosion current densities are obtained from the Tafel plot for various chloride concentrations. The measured corrosion rates show good correlation with those of other researchers.

• 한국환경과학회지
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• 제2권1호
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• pp.43-49
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• 1993

두개의 서로 다른 해양환경에서 수거된 토적물의 공극수로부터 황산염 농도와 황산염의 황 안정 동위원고값$({\delta}^{34}SO_4_){pw}$이 측정되었다. 한지역은 북동태평양 심해(ST-1)이었고, 다른 한 지역은 황해 경기만의 연안역(ST-2)이었다. 두 개의 시추 코아 공히 공극수 황산염의 농도가 김이세 따라 감소하는 것을 보였는데, 이것은 황산염 환원작용이 두 지역 퇴적환경에서 모두 일어나고 있음을 시사한다. 정점 ST-2에서 공극수 황산염의 감소가 더욱 현저한 것은 이곳에서 환산염 환원이 더욱 빠르게 일어나고 있음을 나타내는 것이며, 이것은 심해환경에 비해 연안환경에서 퇴적속도가 훨씬 빠르다는 사실을 고려할 때 예측된 결과이다. 공극수 황산염의 황 안정동위원소 측정값 $({\delta}^{34}SO_4_){pw}$ 들은 Rayleigh 동위원소 분화방정식이 예측한 값들과 매울 잘 일치하고 있다. 측정갑들은 정점 ST-2에서 26.7%~61.3%의 범위를 보이는데 이것은32.4%~97.8%의 분포를 보인 정점 ST-1에 비하면 적은 값들이다. 정점 ST-2에서 공극수 황산염의 농도변화가 훨씬 더 컷음에도 불구하고 동위원소값들은 적은 규모로 증가하였다. 황산염 농도변화와 동위원소값의 변화 사잉에 이와같은 역비례 관계는 다음과 같은 두가지 연속적인 요일들에 의해 설명될 수 있다. 황산염 환원이 진행됨에 따라 공극수에 남아있는 황산염내 황에는 무거운 $^{34}S$가 점차 농축되는 반응효과가 첫째 요인이며, 이러한 반응효과가 커지면 커질수록 최종값인 $({\delta}^{34}SO_4_){pw}$ 는 오히려 줄어들게 하는 Rayleigh 방정식 자체의 구조효과가 둘째 요인이다.