한국해양대학교

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토양세척 및 안정화 기법을 이용한 비소와 중금속 오염토양의 정화

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dc.contributor.author 김태석 -
dc.date.accessioned 2017-02-22T07:11:12Z -
dc.date.available 2017-02-22T07:11:12Z -
dc.date.issued 2005 -
dc.date.submitted 56823-07-21 -
dc.identifier.uri http://kmou.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000002176074 ko_KR
dc.identifier.uri http://repository.kmou.ac.kr/handle/2014.oak/10409 -
dc.description.abstract In the present thesis, a study has been performed of remediating mine tailings around abandoned mine contaminated with high concentrations of arsenic and heavy metals using techniques of soil washing and stabilization sequentially. The soil washing was applied to removing arsenic, whereas the stabilization was to minimizing the mobility of the heavy metals remained in soils after the washing. The optimal conditions in the type and concentration of washing reagent, mixing ratio of soil and washing reagent, and washing time were derived through the removal experiment of arsenic using the soil-washing technique. Results showed that the most effective washing reagents to remove arsenic from soils were phosphoric acid (65% efficiency) and oxalicacid (72%), while the oxalic acid (89%) was the most effective for removal of the heavy metals containing Cu. The economical and efficient washing concentration was 0.25M and the suitable washing time was 90 minutes. The optimal mixing ratio of soil and washing reagent was 1:20 (mass/vol) in viewpoint of minimization of wastewater produced after the washing, in addition to the washing effectiveness. Although the mixture of washing reagents did not help in removal of arsenic, it lead to much elevated synergy effect in removing Cu and Zn, compared to the single reagent. Over 80% of heavy metals were removed from the wastewater through the natural sedimentation for 30 days with no additive, whereas most of arsenic (over 70%) remained. The adjustment of pH at 9-10 in the wastewater enabled over 99% of arsenic to be sedimentated. By performing the stabilization, with 10wt% of calcium phosphate (CaHPO4) for 14 days, of heavy metals remained in soils after the washing, high treatment efficiencies were obtained asfollows: Pb (99.7%), Cd (87.1%), Cu (97.9%), Zn (99.4%). In the adsorption/desorption experiments of arsenic, a column of diameter 2.5cm and length 10cm was used and the arsenic concentration and flow rate were respectively 0.39-0.42mmol/L as As and 1.0-2.9mL/min. The experiments were performed in an oxidized condition for the case of As(V) and in a reduced condition for that of As(III). As(V) reached a quasi-equilibrium state when the solution passed through the column was over 900mL (9 hours) for the adsorption and 500mL (6 hours) for the desorption. On the other hand, As(III) reached a quasi-equilibrium state when the solution was over 390mL (3.5 hours) for the adsorption and 400mL (2.5 hours) for the desorption. In addition, the adsorption and desorption for As(V) proceeded more slowly than for As(III). -
dc.description.tableofcontents Table of Contents i List of Figures iii List of Tables v Abstract vii 1. 서론 1 2. 이론적 고찰 4 2.1 토양의 특성 4 2.2 토양 내 중금속의 화학적 분포 11 2.3 중금속 오염토양의 처리기술 및 동향 14 2.4 토양세척기법 23 2.5 고형화/안정화기법 30 3. 실험재료 및 방법 34 3.1 실험재료 34 3.2 실험방법 36 3.2.1 토양의 특성 파악 36 3.2.2 토양세척실험 40 3.2.3 세척폐액 처리 실험 42 3.2.4 안정화실험 44 3.2.5 비소의 흡착·탈착실험 46 4. 결과 및 고찰 49 4.1 토양의 특성파악 49 4.1.1 시료의 물리화학적 특성 49 4.1.2 총 중금속 함량 52 4.1.3 중금속의 화학적 결합형태별 분포 52 4.2 토양세척기법을 이용한 비소 처리 55 4.2.1 최적 세척제 및 최적 농도 결정 실험 55 4.2.2 토양과 세척제의 혼합비 실험 59 4.2.3 최적 세척시간 결정 실험 61 4.2.4 혼합 세척제를 이용한 세척실험 63 4.3 세척폐액 처리 실험 64 4.4 안정화기법을 이용한 중금속 처리 67 4.5 비소 흡착·탈착 70 5. 결론 73 6. 참고문헌 74 -
dc.language kor -
dc.publisher 한국해양대학교 대학원 -
dc.title 토양세척 및 안정화 기법을 이용한 비소와 중금속 오염토양의 정화 -
dc.title.alternative Remediation of soil contaminated with arsenic and heavy metals using soil washing and stabilization technologies -
dc.type Thesis -
dc.date.awarded 2005-08 -
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토목환경공학과 > Thesis
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