• Title/Summary/Keyword: 불소 거동

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Behavior Characteristics of Fluoride with pH, Ion Type and Concentration, and Sediment Characteristics in River (pH, 이온종류 및 농도, 퇴적물의 성분에 따른 하천 내 불소의 거동특성)

  • LEE, Dong Min;Joo, Kwang Jin;Choi, ISong;Chang, Kwang Hyeon;Oh, Jong Min
    • Ecology and Resilient Infrastructure
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    • v.5 no.1
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    • pp.19-24
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    • 2018
  • Water quality is affected by the pollutants flowing into rivers since the interaction between water bodies and sediments in various environmental conditions. Especially, accumulation of sediments increases in the stagnant water areas due to a relative long hydrological retention time in the water bodies. Therefore, it is an important factor of water quality to understand characterization of the material behavior in water bodies and sediments. In this study, the objective of the conditional experiments was small and medium sized streams located in Gyeonggi-do. To estimate how the changes of fluoride behavior, depending on the pH, ion type, concentration, and clay contents. The pH results showed a trend that adsorption amount of fluorine decreased and the dissolution of fluorine increased following by pH increasing. The concentration and type of ions results showed that $Cl^-$ and $SO{_4}^{2-}$ ions had no significant effect on the adsorption ability of fluorine, the amount of dissolution was increased because $OH^-$ ion had active competition with fluorine in the reaction. The ingredient of sediment results showed that the amounts of fluoride adsorption and dissolution were reduced in samples, which contain relatively large amounts of Silt and Clay components. This means that the environmental conditions of water bodies greatly affect the adsorption and dissolution of fluoride in the sediments, so that proper management of fluoride in the sediments must precede an understanding of the environmental conditions of the water bodies.

화강암 지역 암반 지하수 내의 불소의 기원과 거동에 관한 실험 연구

  • 김이섭;윤성택;소칠섭;채기탁;김성용;염승준
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2000.11a
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    • pp.252-257
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    • 2000
  • 연구 결과를 간단히 요약하면 다음과 같다. 1) 온천 목적으로 개발된 국내 심부 암반 지하수(조사 대상 시료수 419개)는 화강암 및 화강편마암 지역에서 가장 높은 불소 함량을 보이며, 최소 75% 이상의 시료에서 먹는 물 수질 기준을 초과하였다. 2) 화강암 및 화강편마암 지역의 심부 지하수 내 불소 함량은 특히 Na-HCO$_3$ 유형의 지하수에서 높게 나타났는데, 이 유형의 지하수 수질은 사장석, 흑운모를 위시한 규산염 광물의 비조화 용해 반응에 의해 조절된다 이들 지하수는 비교적 깊은 관정심도를 나타내었다. 3) 백악기 화강암과 물과의 용출 반응 실험 결과, 전암 분말과의 반응에서는 최대 7 mg/l의 불소가, 흑운모의 용출 실험에서는 최대 35 mg/1의 불소가 용출되었다. 형석의 포화지수는 비교적 반응 초기에 침전 조건에 근접한 반면, 흑운모의 포화지수는 지속적으로 용해 조건에 놓여 있음을 확인하였다. 따라서, 국내 화강암 지역 심부 지하수 내의 불소는 대부분 흑운모의 비조화 용해 반응에 의해 용출되며, 용출 이후에는 형석의 용해/침전 평형 반응에 의해 그 농도가 조절되는 것으로 확인된다. 4) 앞으로, 보다 자세한 평형 열역학적 해석과 다른 이온종과의 상호 관계 규명 및 광물학적 검토를 통하여 불소의 기원과 거동에 관한 보다 정확한 해석을 시도할 계획이다.

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Non-Fickian Diffusion of Organic Solvents in Fluoropolymeys (불소고분자내 유기용매의 비-픽 확산)

  • 이상화
    • Polymer(Korea)
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    • v.28 no.1
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    • pp.24-34
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    • 2004
  • Transient sorption experiments were conducted among several combinations of fluoropolymers and various organic solvents. Fully fluorinated polymer tended to exhibit ideal sorption behavior, while partially fluorinated polymers showed anomalous sorption behaviors with a drastic acceleration at the final stage of uptake. Minimization of least-squares of the measured and predicted fractional uptake, which indicated the increasing degree of deviation from Fickian diffusion, gave values of 3.0${\times}$10$\^$-4/, 1.75${\times}$10$\^$-3/, 8.68${\times}$10/sup-3/, 1.75${\times}$10$\^$-2/, respectively, for perfluoroalkoxy copolymer, poly(ethylene-co-tetrafluoroethylene), poly(vinylidene fluoride), poly(ethylene-co-chlorotrifluoroethylene). From stress-strain tests, it was confirmed that non-Fickian diffusion is closely related to the significant variation of mechanical properties (such as modulus and tensile strength) of swollen polymer. Anomalous sorption behavior stemmed from non-Fickian diffusion caused by nonlinear disruption of polar inter-segmental bonds due to solvent-induced plasticization. Thus, it is imperative to investigate the diffusion behavior of swelling solvents in partially fluorinated polymers, especially for the application to barrier materials or perm-selective membranes.

다양한 흡착제에 의한 지하수 중의 불소제거 특성

  • Park, Hyeon-Ju;Jeong, Jin-Hwa;Song, Myeong-Gi;Na, Chun-Gi
    • Proceedings of the Korean Environmental Sciences Society Conference
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    • 2008.11a
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    • pp.423-427
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    • 2008
  • 지하수 중에 함유된 불소이온을 제거하기 위한 흡착제로 상용의 음이온교환수지(PA), 란탄산화물(La) 및 수산화아파타이트(HAp)를 선정하고 각각의 흡착특성을 회분식 실험을 통해 검토하였다. 그 결과를 요약하면 다음과 같다. 1) PA, La 및 HAp의 불소흡착은 Fruendlich isodtherm model 및 Pseudo-second-order kinetics model과 일치하는 거동을 보였다. 2) D-R model로부터 구한 흡착에너지는 9.66$\sim$12.90 kJ/mol로 이온교환메커니즘을 나타내는 흡착에너지 6$\sim$16 kJ/mol의 범위에 속하였다. 3) Van't Hoff 식에 이용하여 구한 ${\Delta}H^{\circ}$${\Delta}G^{\circ}$값은 각각 3.40$\sim$89.28 kJ/mol과 -12.26$\sim$-13.76 kJ/mol의 범위를 보여 모두 흡착과정이 발열반응이며 자발적으로 일어나는 조건임을 알 수 있었다. 4) PA는 pH 6$\sim$8인 중성영역에서 가장 높은 불소 제거율을 보였으며, La과 HAp는 산성영역으로 갈수록 불소 제거율이 증가하는 특성을 나타내었다. 5) 불소에 대한 흡착선택성은 La$\geq$HAp>PA 순으로 높았으며, La의 경우 불소를 제외한 모든 음이온에 대한 흡착능이 없을 정도로 불소에 대한 흡착 특이성을 보였다.

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Experimental and Analytical Study of the Dynamic Behavior of a Polyurethane Spring Restoring Disk Bearing (폴리우레탄 스프링 복원형 디스크 받침의 동적거동에 대한 실험 및 해석적 연구)

  • Park, Hyung-Ghee;Lee, You-In;Jung, Dae-Yu
    • Journal of the Earthquake Engineering Society of Korea
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    • v.15 no.2
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    • pp.61-69
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    • 2011
  • In this paper, the factors affecting the dynamic characteristics of a polyurethane spring restoring disk bearing are analysed to predict the dynamic behavior of the bearing. The prediction results and the test results are compared. The Young's modulus of the polyurethane spring, which varies according to strain of spring and the friction coefficient, of PTFE (PolyTetraFluoroEthylene), which varies according to the velocity and pressure of PTFE, are considered as the factors influencing the dynamic characteristics. W-PTFE virgin products are used and polyurethane springs are produced for the tests. The equation related to changing the friction coefficient and the modulus of elasticity are obtained through an inverse estimation of the test results. The estimation results, considering the factors affecting the dynamic characteristics, simulate the test results more appropriately than the estimation without the consideration of those factors.

Study on the Gas Permeation Behaviors of Surface Fluorinated Polysulfone Membranes (표면불소화 폴리설폰 막의 기체 투과거동에 관한 연구)

  • Kim, Dae-Hoon;Im, Hyeon-Soo;Kim, Min-Sung;Lee, Byung-Seong;Lee, Bo-Sung;Yoon, Seok-Won;Kim, Beom-Sik;Park, You-In;Cheong, Seong-Ihl;Rhim, Ji-Won
    • Polymer(Korea)
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    • v.33 no.6
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    • pp.537-543
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    • 2009
  • The direct fluorination of polymers is a heterogeneous reaction using the mixture of $F_2$ and inert gas. In general, the resulting fluorinated polymers have good barrier property chemical stability similar to those of the fluoro-polymers, and could be prepared from the simple process. In this study, the polysulfone dense films were surface fluorinated using the direct fluorination technique and gas permeability and selectivity of the prepared membranes were measured with varying both $F_2$ concentration and reaction time. The introduction of $F_2$ was confirmed by X-ray photoelectron spectroscopy (XPS), water contact angles, and atomic force microscopy (AFM). As the $F_2$ increased, the permeability decreased while the selectivities for $O_2$, $CO_2$, and He gases relative to $N_2$ increased.

Studies on the Gas Permeation Behaviors Using the Surface Fluorinated Poly(phenylene oxide) Membranes (표면불소화에 따른 Poly(phenylene oxide)막의 기체투과거동 연구)

  • Lee, Bo-Sung;Kim, Dae-Hoon;Rhim, Ji-Won
    • Membrane Journal
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    • v.20 no.2
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    • pp.106-112
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    • 2010
  • This study deals with the surface fluorination of poly(phenylene oxide) (PPO) with the direct contact of 100 ppm fluorine gas. To characterize the surface fluorinated membranes, the contac angle measurement, X-ray photoelectron microscopy analysis and the gas permeation experiments were performed. As the fluorination time increases, the hydrophobicity of membrane surfaces is increased by the surface characterization. In general, as expected, the overall gas permeability was reduced. Typically, the permeability reduction of 33% for nitrogen, 23% for oxygen and 3% for carbon dioxide were observed when the membranes were exposed in 100 ppm environment for 60 min., meanwhile the selectivity was increased from 3.92 to 4.47 for $O_2/N_2$ and 18.09 to 25.4 for $O_2/N_2$, respectively.

Potential Environmental Influences in Soil by Accidental Fluorine (F) Leakage, Using Leaching Test (용출시험을 통한 불산 누출사고지역의 토양 내 불소(F)의 거동특성)

  • Kim, Doyoung;Lee, Junseok;Kwon, Eunhye;Lee, Hyun A;Yoon, Hye-On;Lee, Sanghoon
    • Journal of Korean Society of Environmental Engineers
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    • v.37 no.4
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    • pp.234-239
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    • 2015
  • Various leaching tests were applied to the soil affected by accidental leakage of HF in an industrial area in Korea. Three different leaching methods including pH-stat, continuous batch leaching, and column tests were adopted to assess leaching characteristics and mobility of fluorine(F) in soil and the potential risks to ecosystem. Both natural and spiked samples were used for the leaching tests. F concentrations in the batch tests increased by leaching rapidly in the early stage of leaching and then maintained rather constant levels. Column leaching test also show similar result to that of the batch test. pH also controlled the leaching behavior of the soil. With increasing pH, more F was released in the pH-stat test. This is mainly due to the competition and exchange with hydroxyl ions, as pH increase to the alkaline range. Most of the F released by the accident seem to have removed in the very early stage of leaching, whereas some natural proportion from soil minerals are thought to have been released very slowly. Therefore, little F released during the accident remained, based on the results of this study on the samples after two years of the accident. We could conclude that soil contaminated by external effects such as chemical accidents should be managed immediately, especially with F.

The Origin and Geochemical Behavior of Fluoride in Bedrock Groundwater: A Case Study in Samseung Area (Boeun, Chungbuk) (화강암 지역 암반 지하수 내 불소 이온의 기원 및 거동: 충북 보은 삼승면 일대의 현장 조사와 실내 실험 연구)

  • Chae, Gi-Tak;Koh, Dong-Chan;Choi, Byoung-Young
    • The Journal of Engineering Geology
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    • v.18 no.4
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    • pp.555-566
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    • 2008
  • Hydrogeochemical study in Samseung area (Boeun, Chungbuk) and waterrock interaction experiment using rock samples from the area were performed to elucidate the fluoride source in groundwater and explaining geochemical behavior of fluoride ion. Fluoride concentration of public water supply mostly using groundwater in Boeun area was significantly higher in South Korea. The maximum fluoride concentration of the study area was 3.9 mg/L, and 23% of samples exceeded the Korean Drinking Water Standard of fluoride (1.5 mg/L). The average concentration of fluoride was 1.0 mg/L and median was 0.5 mg/L. Because of high skewness (1.3), median value is more appropriate to represent fluoride level of this area. The relationships between fluoride ion and geochemical parameters ($Na^+$, $HCO_3$, pH, etc.) indicated that the degree of waterrock interaction was not significant. However, high fluoride samples were observed in $NaHCO_3$ type on Piper's diagram. The negative relationship between fluoride and $NO_3$ ion which might originate from surface contaminants was obvious. These results indicate that fluoride ion in groundwater is geogenic origin. The source of fluoride was proved by waterrock interaction batch test. Fluoride concentration increased up to 1.2 mg/L after 96 hours of reaction between water and biotite granite. However, the relationship between well depth and fluoride ion, and groundwater age and fluoride ion was not clear. This indicates that fluoride ion is not correlated with degree of waterrock interaction in this area but local heterogeneity of fluoriderich minerals in granite terrain. High fluoride concentration in Boeun area seems to be correlated with distribution of permeable structures in hard rocks such as lineaments and faults of this area. This entails that the deep bedrock groundwater discharges through the permeable structures and mixed with shallow groundwater.