• Title/Summary/Keyword: 혼합 중금속

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비소 및 중금속으로 오염된 토양복원을 위한 안정화 공법 칼럼 실험

  • Lee Ye-Seon;Kim In-Su;Lee Min-Hui
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2005.04a
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    • pp.167-170
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    • 2005
  • 대부분의 폐광산 주변 농경지 토양은 비소 및 여러 중금속으로 오염되어 있으며, 이러한 중금속들의 지속적인 용출에 의해 주변 지하수 오염과 재배 농산물의 중금속 축적이 우려되고 있다. 오염토양에서의 중금속 용출에 의한 오염을 막기 위하여 본 연구에서는 개량제를 이용한 안정화 공법을 선택하여 하부로 배출되는 중금속의 용출율을 감소시키는 실험을 실시하였다. 생석회(CaO)를 개량제로 이용하여 실제 오염 농경지 현장과 비슷한 대형칼럼을 제작한 후 인공강우를 주입, 하부로 용출되는 중금속의 농도를 측정함으로써 생석회 첨가에 의한 용출율 감소를 규명하였다. 개량제를 비오염토와 혼합하여 오염토양 상부에 복토한 것과 오염토와 혼합하여 객토한 칼럼을 각각 제작하였으며 투입되는 생석회의 양도 $2{\sim}10%$로 다양하게 적용 하였고, 첨가된 개량제의 성상도 분말과 입상으로 나누어 실험하였다. 주입하는 인공강우는 연구지역 주변의 10년간의 연 평균 강수량을 토대로 산정하였으며, 복토와 객토를 하지 않은 오염토양도 같은 조건에서 용출을 실시하였다. 실험결과 생석회의 성상에 따른 중금속 용출율의 차이는 없었으며, 개량제 함량은 5%가 적당한 것으로 나타났다. 복토와 객토를 비교하였을 때 용출되는 중금속의 농도는 객토가 복토에 비해 낮아 중금속 용출율 감소효과가 매우 큰 것으로 나타났으며, 중금속의 종류에 따라 용출율 감소의 차이를 나타내었다. 복토법의 경우 As의 용출율은 분말 생석회를 5% 복토한 경우 용출율이 10배 감소하고 Cd의 경우 2%와 5% 복토한 경우 각각 25배와 161배 감소하는 것으로 나타났다. Pb의 경우 생석회로 5%로 복토한 경우 10배정도의 용출율 감소를 보였고 Zn의 용출율은 분말, 입상 생석회를 5% 복토한 경우 80배$\sim$155배 감소하는 것으로 나타났다. 객토법의 경우 입상생석회를 5% 복토한 경우 Cd과 Zn 각각 200배에서 400배의 용출율 감소를 나타내었다.

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폐 석탄광산 배수처리 시 발생되는 슬러지를 이용한 오염토양 중금속 고형화 처리 기술 연구

  • Choe, Myeong-Chan;Im, Jeong-Hyeon;Son, Yeong-Gyu;Jang, Min;Sim, Yeon-Sik;Kim, Ji-Hyeong
    • Proceedings of the Korean Environmental Sciences Society Conference
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    • 2008.11a
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    • pp.472-475
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    • 2008
  • 중금속으로 오염된 토양을 안정화하고자 석탄 광산 배수 처리 시 발생되는 슬러지를 이용하여 중금속 용출 실험을 실시하였다. 용출 실험을 위하여 슬러지를 무게비율로 0%, 1%, 3%를 완전혼합하고, 3%슬러지를 오염토양과 층을 이루어 용출 실험을 실시하였다. 유입 pH를 5.5-6.2와 3-4로 조절하여 용출실험을 실시한 결과 Cu, Zn, Pb, Cr의 용출 농토는 3% M<3% S<1% M<0% 순으로 나타났다. 오염토양 무게 비율로 3% 슬러지를 완전혼합 시 중금속 용출 실험 결과 20년 기준 안정성을 확보할 수 있었다.

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Solidification/Stabilization of Heavy Metals in Sewage Sludge Prior to Use as a Landfill Cover Material (매립지 복토재로의 활용을 위한 하수슬러지 내 중금속의 고형화/안정화)

  • Park, Youn-Jin;Shin, Won-Sik;Choi, Sang-June;Lee, Hoon-Ha
    • Journal of Korean Society of Environmental Engineers
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    • v.32 no.7
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    • pp.665-675
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    • 2010
  • The effects of chemical binders (ladle slag, ordinary portland cement (OPC), hydroxyapatite and calcium hydroxide) on the solidification/stabilization of heavy metals (Cd, Cu, Ni, Pb, Zn) in sewage sludge were evaluated by chemical leaching tests such as EDTA extraction, TCLP and sequential extraction. The results of EDTA extraction showed that heavy metal concentrations in sewage sludge were highly reduced after solidification/stabilization with slag, cement or calcium hydroxide. However, EDTA interrupted solidification/stabilization of heavy metals by hydroxyapatite. The TCLP-extracted heavy metal concentrations in sewage sludge after solidification/stabilization with chemical amendments were highly reduced. However, Cu concentration in the sewage sludge solidified/stabilized with slag, cement or calcium hydroxide increased because the pH of TCLP solution was higher than 7. Mixtures of sludge 1 : slag 0.2 : calcium hydroxide 0.1 (wt ratio) showed the least leachability in batch TCLP and EDTA extraction. The results of sequential extraction (SM&T, formaly BCR) indicated that the distribution of heavy metals changed from exchangable and carbonate fractions to strongly bound organic fraction. It was found that maximum leachate concentrations of Ba, Cd, Cr and Pb from sewage sludge amended with slag and calcium hydroxide were far below US EPA TCLP regulations.

Convergent Study on the Preparation of Sludge Modified Soils of Inorganic Consolidation Soil (무기계고화재의 슬러지 개량토 제조에 관한 융합연구)

  • Han, Doo Hee
    • Journal of the Korea Convergence Society
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    • v.8 no.2
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    • pp.157-162
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    • 2017
  • Inorganic stiffening agents were prepared by mixing paper sludge incineration ash, blast furnace slag fine powder quicklime, anhydrous gypsum and fly ash. The main components of the solidifying agent developed for sludge treatment were SiO, $Al_2O_3$, $TiO_2$, $Fe_2O_3$, $Mn_2O_3$, CaO, MgO, $Na_2O$, $K_2O$, $P_2O$, and $SO_3$. Unlike cement, the developed solidifying agent did not contain $Cr^{6+}$, which is known as a carcinogen. Heavy metals and oil contaminated soil were mixed with solidifying agent and cured for 7 days and the heavy metal content was below the environmental standard. Sewage sludge cake, food waste and solidifying agent were mixed with each other, and after 7 days curing, soil component test showed that the heavy metal content was below the environmental standard. After mixing the sludge, solidifying agent and additive mixture into the beaker, the ammonia concentration was measured to be 0 after 3 days.

A study of Immobilizing Heavy metals by pellets manufactured from Coal tailings and Iron oxide (선탄경석(選炭硬石)과 광산화물(鑛酸化物)로 제조(製造)한 담체(擔體)의 중금속(重金屬) 불용화(不溶化) 특성연구(特性硏究))

  • Lee, Gye-Seung;Song, Young-Jun
    • Resources Recycling
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    • v.21 no.1
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    • pp.75-81
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    • 2012
  • Porous pellets for immobilizing heavy metals were manufactured from coal tailings and iron oxide powder. Coal tailings was pulverized and mixed with iron oxide powder. The mixed powder was granulated into spherical pellets and roasted. Over $1100^{\circ}C$, residual coal in coal tailings reduced iron oxide to ZVI(Zero-Valent Iron). The pellets have 34.63% of porosity, 1.31 g/mL of bulk density, and 9.82.urn median pore diameter. The pellets were reacted with synthetic solutions containing each heavy metals: arsenic(V), copper(II), chrome(VI), and cadmium(II), respectively. On the test of immobilizing heavy metal, the pellets made at $1100^{\circ}C$ were superior to the other pellets made under $1000^{\circ}C$. Immobilizing over 99.9% of 10ppm heavy metal solutions required I hour for arsenic, 2 hours for chrome, and 4 hours for copper. However, immobilizing capacity of cadmium was inferior to that of the other metals and it was decreased in reversely proportion to initial concentration of the solutions.

A Study on Isolation of Mixed Heavy Metal-Contaminated Soil and the Waste in Railroad Workshop (철도 정비창의 폐기물과 혼합된 중금속 오염토 분리에 관한 연구)

  • Son, Woohwa;Lee, Seungho
    • Journal of the Korean GEO-environmental Society
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    • v.13 no.12
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    • pp.59-66
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    • 2012
  • In this study, it was sampling from heavy metal-contaminated soil with the waste in railroad workshop. And, the pollution concentration and analysis of particle-size distribution were conducted to design efficient purification process that it was aimed at high contaminated area, low contaminated area and samples containing waste foundry sand. But, it was the other signs of general soil contamination, as construction waste of waste concrete and waste wood, waste foundry sand, incinerator ash, etc is overall buried on the grounds. Thus, the common heavy metal purification technology has not decreased the pollution. However, heavy-metal contamination was reduced by magnetic separation utilizing the magnetic component of the mixed waste.

Effect of Temperature on Adsorption of Zinc(II) onto Natural Clay by Combined Adsorption-sequential Extraction Analysis (혼합 흡착-연속추출법을 이용한 점토 차수재의 아연(Zn)흡착 시 온도 영향에 관한 연구(I))

  • 도남영;이승래
    • Journal of the Korean Geotechnical Society
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    • v.16 no.2
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    • pp.91-102
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    • 2000
  • 자연점토지반에서의 중금속 흡착시 온도변화에 따른 영향은 지금까지 2차적인 것으로 간주되었다. 그러나 최근 몇몇 연구자들에 의하면 온도변화가 중금속 흡착 거동에 큰 영향을 미친다고 보고하였다. 따라서 본 연구에서는 자연점토 지반에 대한 중금속 아연(Zn) 흡착시 온도변화에 따른 흙의 각 구성성분별 흡착거동을 살펴보기 위해 혼합 흡착-연속추출법(combined absorption-sequential extraction analysis, CASA)을 사용하였다. 실험결과 중금속 아연의 농도가 저농도(50mg/L 미만)일 경우 자연지반에서의 분배양상은 주로 탄산염 형태로 존재하고, 또한 온도의 증가에 따라 탄산염 형태의 흡착량이 증가하는 것을 알 수 있다. 하지만 고농도(50mg/L 이상)의 경우 분배양상은 주로 이온교환형태로 존재한다는 것을 알 수 있다. 그러나 고농도에서의 이러한 분배형태는 온도의 증가에 따라 탄산염형태의 흡착량이 약 20%정도 증가하는 결과를 얻었다. 결론적으로 중금속 아연의 자연점토지반의 각 구성성분 별 흡착거동은 이온교환 형태를 제외하고 온도증가에 따라 증가하는 흡열반응(ΔH0>0)인 것으로 나타났고, 또한 고농도에서의 분배형태는 이온교환 형태에서 탄산염 형태로 변화되는 것을 알 수 있다. 그리고 이온교환 형태의 경우 온도변화에 따라 독립적인 거동을 보였다.

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Geochemical Experiment for Effective Treatment of Abandoned Mine Wastes (광산폐석의 효과적 처리를 위한 지화학적 연구)

  • 이진국;이재영
    • Journal of Korea Soil Environment Society
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    • v.3 no.1
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    • pp.31-44
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    • 1998
  • The geochemical experiments were carried out to investigate a removal effect of heavy metals in abdndoned metallic mine wastes, and to conceive a treatment techniques of them. In order to prevent contamination, experiment appature was made of acrylic acid resin and polyethylene which resist to acid and alkali. Experiment models are devided into four groups based on the system environments, distribution patterns and a kind of filling materials. The first group is background model(model I ) which is filled with waste only and opened to air. The second one is four layer group which is subdivided into two models, opened and closed systems, and the third mix group which is subdivided into three models based on mixing ratio of filling materials and system environment like a layered group. The forth is composed of two layer model, lower one composed of waste and upper one limestone chips. Solution drained from Model Ishows a high contents of heavy metals on the all terms of experiments. Among the models, however, the closed mix model V and Ⅶ show the most effective removal of heavy metals liberated from wastes. Models having different mixing ratios of filling materials on closed systems does not affect in heavy metal removal effect. But, the distribution patterns of filling materials affect very much on removal effect of heavy metals. The closed models with same constitution ratios and distribution patterns of filling materials show more and less effective removal to the open models.

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Removal Characteristics of Mixed Heavy Metals from Aqueous Solution by Recycled Aggregate as Construction Waste (건설폐기물인 순환골재를 이용한 수용액상에서의 혼합 중금속 제거 특성)

  • Shin, Woo-Seok;Kim, Young-Kee
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.16 no.2
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    • pp.115-120
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    • 2013
  • This study examined the removal rate of mixed heavy metals from aqueous solution using recycled aggregate. The recycled aggregate is favorable for the absorbent because it contains about 95% (CaO, $SiO_2$, $Al_2O_3$ and $Fe_2O_3$), which are major ingredient of adsorbent for heavy metal. The kinetic data presented that the slow course of adsorption follows the Pseudo first and second order models. The equilibrium data were well fitted by the Langmuir model and showed the affinity order: $Cu^{2+}$ > $Pb^{2+}$ > $$Zn^{2+}{\simeq_-}Ni^{2+}$$ > $Cd^{2+}$. The results also showed that adsorption rate slightly increased with increasing pH from 6 to 10. Moreover, this trend is similar to results obtained as function of loading amount of recycled aggregate. Meanwhile, an unit adsorption rate was slightly decreased. From these results, it was concluded that the absorbents can be successfully used the removal of the heavy metals from the aqueous solutions.

The effect of sewage sludge compost amended soils on the growth of Orchardgrass seedlings (하수오니 첨가토양이 Orchardgrass 유식물체의 생육에 미치는 영향)

  • Lee, Ju Sam
    • Journal of the Korea Organic Resources Recycling Association
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    • v.2 no.2
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    • pp.77-88
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    • 1994
  • This experiment was carried out to investigate the effect of sewage sludge compost amended soils on the growth and accumulation patterns of heavy metals in plant parts of Orchardgrass seedlings, changes in physical properties and chemical composition, and heavy metal residue in soils. Mixture ratios of sewage sludge compost and soil(loam) were 100:0, 80:20, 60:40, 40:60, 20:80 and 0:100(control), respectively. The results obtained were as follows; 1. The physical properties and chemical compostion of soils were improved by increase in mixture ratios of sewage sludge compost. 2. The biological yield of Orchardgrass seedlings was increased with mixture ratios of sewage sludge compost. 3. The dry weight of shoot(SH) was increased with both of yield components(NT and WT) and biological yield of Orchardgrass seedlings. 4. The total nitrogen concentrations(TN) of plants was increased with quadratically up to the biological yield of 100% mixture ratio of sewage sludge compost. 5. Lead(Pb) concentration of soil in over the 60% mixture ratios of sewage sludge compost were in excess of limiting level(50ppm) of organic fertilizers.

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