• 제목/요약/키워드: Cd and Cu removal

검색결과 185건 처리시간 0.021초

달성중석광산(達城重石鑛山) 산성폐수(酸性廢水) 처리(處理)를 위(爲)한 인공소택지(人工沼澤池) 개념(槪念) 설계(設計) (Conceptual Design of Constructed Wetlands to Treat Acid Mine Drainage from the Dalsung W-CU Mine, Korea)

  • 홍영국;;나현준
    • 자원환경지질
    • /
    • 제29권1호
    • /
    • pp.65-75
    • /
    • 1996
  • 대구(大邱) 달성중석(達城重石) 폐광산(廢鑛山)에서 유출(流出)되는 유해(有害)한 산성광산(醒性鑛山) 폐수처리(廢水處理)를 위한 인공(人工) 소택지(沼澤池) 방법(方法)을 제시(提示)하였다. 황산염(黃酸鹽) 환원(環元) 박테리아 (SRB)를 이용(利用)한 약 2개월(個月)의 실내실험(室內實驗) 결과(結果) 폐수중(廢水中) 중금속(重金屬) 원소(元素) 제거효율(除去效率)은 Fe, Al, Cd, Cu와 Zn은 99-100%, Mn은 90%이며 pH는 5.12에서 7.60으로 상승(上昇)되었다. 황산염(黃醒鹽) 환원(還元) 박테리아의 먹이인 기질(基質)들 (Substrates)과 달성광산(連城鑛山) 폐수(廢水)의 실험(實驗)에서는 버섯퇴비(堆肥)가 참나무 퇴비(堆肥)보다 11배(倍) 정도(程度) SRB의 영향분(營養分)인 Lactate가 유출(抽出)됨이 밝혀졌다. 황산염(黃酸鹽) 환원(還元) 박테리아 소택지(沼澤池)의 내용물(內容物) 구성(構成)은 다음과 같다; 1) 최하부(最下部)에 25cm 높이의 고품질(高品質) 석회석(石灰石)(직경(直徑) 5cm)을 채운다 : 2) 70% 참나무 퇴비(堆肥)와 30% 버섯 퇴비(堆肥)의 혼합퇴비(混合堆肥)와 황산염(黃酸鹽) 환원(還元) 박테리아 입자(粒子)들을 잘 섞어서 25cm 높이로 석회암층(石灰岩層)위에 둔다 : 3) 혼합퇴비(混合堆肥)에 의한 석회암(石灰岩) 사이의 간극축소(間隙縮小)를 막기 위하여 석회암층(石灰岩層)과 혼합퇴비(混合堆肥) 중간(中間)에 Geotextile을 깔아둔다. 실제(實際) 현장적용(現場適用)을 위(爲)한 소택지(沼澤池) 크기는 중금속(重金屬) 부하량(負荷量)과 투수율(透水率) 에 따라서 계산(計算)한 결과(結果)-1편(片)은 $15m{\times}15m{\times}1m$, -2편(片)은 $5.3m{\times}5.5m{\times}1m$, 그리고 -3편(片) 하부(下部)에 $52m{\times}52m{\times}1m$임이 밝혀졌다. 그러나, -3편(片)의 경우는 소택지(沼澤池)가 너무 크므로 동일(同一) 소택지(沼澤池) 5~15개(個)의 작은 cell들로 분리함이 좋다.

  • PDF

Integrated Eco-Engineering Design for Sustainable Management of Fecal Sludge and Domestic Wastewater

  • Koottatep, Thammarat;Polprasert, Chongrak;Laugesen, Carsten H.
    • 한국습지학회지
    • /
    • 제9권1호
    • /
    • pp.69-78
    • /
    • 2007
  • Constructed wetlands and other aquatic systems have been successfully used for waste and wastewater treatment in either temperate or tropical regions. To treat waste or wastewater in a sustainable manner, the integrated eco-engineering designs are explained in this paper with 2 case studies: (i) a combination of vertical-flow constructed wetland (CW) with plant irrigation systemfor fecal sludge management and (ii) integrated CW units with landscaping at full-scale application for domestic wastewater treatment. The pilot-scale study of fecal sludge management employed 3 vertical-flow CW units, each with a dimension of $5{\times}5{\times}0.65m$ (width ${\times}$ length ${\times}$ media depth) and planted with cattails (Typha augustifolia). At the solid loading rate of 250 kg total solids (TS)/$m^2.yr$ and a 6-day percolate impoundment, the CW system could achieve chemical oxygen demand (COD), TS and total Kjeldahl nitrogen (TKN) removal efficiencies in the range of 80 - 96%. The accumulated sludge layers of about 80 - 90 cm was found at the CW bed surface after operating the CW units for 7 years, but no clogging problem has been observed. The CW percolate was applied to 16 irrigation Sunflower plant (Helianthus annuus) plots, each with a dimension of $4.5{\times}4.5m$ ($width{\times}length$). In the study, the CW percolate were fed to the treatment plots at the application rate of 7.5 mm/day but the percolate was mixed with tap water at different ratio of 20%, 80% and 100%. Based on a 1-year data of 3-crop plantation were experimented, the contents of Zn, Mn and Cu in soil of the experimental plots were found to increase with increasing in CW percolate ratios. The highest plant biomass yield and oil content of 1,000 kg/ha and 35%, respectively, were obtained from the plots fed with 20% or 50% of the CW percolate, whereas no accumulation of heavy metals in the plant tissues (i.e. leaves, stems and flowers) of the sunflower is found. In addition to the pilot-scale and field experiments, a case study of the integrated CW systems for wastewater treatment at Phi Phi Island (a Tsunami-hit area), Krabi province, Thailand is illustrated. The $5,200-m^2$ CW systems on Phi Phi Island are not only for treatment of $400m^3/day$ wastewater from hotels, households or other domestic activities, but also incorporating public consultation in the design processes, resulting in introducing the aesthetic landscaping as well as reusing of the treated effluent for irrigating green areas on the Island.

  • PDF

Pseudomonas cepacia KH410의 중금속 흡착특성 (Characteristics of Heavy Metal Biosorption by Pseudomonas cepacia KH410)

  • 박지원;김영희
    • 미생물학회지
    • /
    • 제37권3호
    • /
    • pp.197-203
    • /
    • 2001
  • 담수식물의 근계(根界) 부착하는 미생물 군집에서 중금속 제거능이 있는 균주인 Pseudomonas. cepacia KH410 을 분리하여 이 균주의 납과 카드윰, 구리에 대한 생흡착 특성을 조사하였다. 최적 흠착조건은 1.0 g-biomass, pH 4, 그리고 온도는 $40^{\circ}C$일 때이었다. 흡착평형은 120분에서, 1000 mg/1농도에서 이루어 졌다. 흡착용량(K)은 납이 카드뮴에 비해 5.6배, 구리에 비해서는 4.0배 높았으며 흡착강도(1/n)는 납>구리>카드뮴의 순이었다. 흠작강도에 따른 등온식 적용은 납은 Langmuir등온식, 그리고 구리와 카드뮴은 Freundlich 등온식 적용이 오차가 적었다. 건조 균체를 이용한 최대 흡착은 납과 카드뮴, 구리에 대하여 각각 83.2, 42.0, 65.2 mg/g-biomass 이었다. 중금속 회수를 위한 탈착 실험에서는 납은 0.1 M HCl에서 그리고 카드뮴과 구리는 0.1 M $HNO_3$에 의하여 높은 탈착율을 나타내었다. 고정화 균체의 강도를 높이기 위한 전처리는 각각의 세 가지 중금속에 대하여 0.1 M KOH가 가장 효율적이었다. 고정화 균체에 의한 최대 흡착은 납, 카드뮴, 구리가 각각 77.8, 58.5, 71.2 mg/g-biomass 이었으며 경금속 혼재시에도 비교적 안정한 상태를 나타내었으며 중금속 제거효율을 비교한 결과 고정화 균체가 이온교환수지에 의한 제거보다 높았다.

  • PDF

Aspergillus niger를 고정화한 Alginate Bead에 의한 납 흡착 (Lead Biosorption by Alginate Beads Immobilizing Aspergillus niger)

  • 방병호
    • Applied Biological Chemistry
    • /
    • 제44권3호
    • /
    • pp.185-190
    • /
    • 2001
  • 알긴산은 일반적으로 미생물의 고정화에 널리 사용되는 biopolymer이다. 본 연구는 구연산 생산균인 Aspergillus niger를 calcium alginate로 고정화한 beads로 납의 흡착 특성을 조사하였다. A. niger beads는 $CaCl_2$를 사용하여 주사기로 제조하였으며 이 beads를 납제거에 이용하였다. 그 결과는 다음과 같다. 즉, A. niger를 구연산 생성배지에서 1일에서 7일까지 배양한 후 제조한 beads로 납흡착량을 측정한 결과는 3일간 배양된 곰팡이 beads에서 가장 높았다. 발아되지 않은 beads와 3일간 배양된 beads로 시간에 따른 납흡착량을 정량한 결과 30분까지는 그 흡착량이 동일하게 급격히 증가하였으며 그 후 발아되지 않은 beads는 더 이상 흡착이 일어나지 않았으나 3일간 배양된 곰팡이 beads는 시간이 지남에 따라 천천히 계속 흡착하여 1시간 후에는 480 ppm까지 흡착하였다. 납흡착시 최적 pH와 온도는 각각 6과 $35^{\circ}C$로 나타났다. 납용액 50 ml (500 ppm)이 든 250 ml 삼각플라스크에 beads $50{\sim}100$개가 최적이었으며 그 이상에서는 납흡착율이 감소하였다. 중금속에 대한 흡착율은 납> 구리> 카드뮴 순이었으며 0.1 M $CaCl_2$, 0.1 M NaOH 및 0.1 M KOH의 전처리의 효과는 없었으며 0.1 HCI로 곰팡이 bead의 납탈착하여 beads를 재사용이 가능하였다.

  • PDF

Fate of Heavy Metals in Activated Sludge: Sorption of Heavy Metal ions by Nocardia amarae

  • Kim, Dong-wook
    • 한국환경과학회:학술대회논문집
    • /
    • 한국환경과학회 1998년도 가을 학술발표회 프로그램
    • /
    • pp.2-4
    • /
    • 1998
  • Proliferation of Nocardia amarae cells in activated sludge has often been associated with the generation of nuisance foams. Despite intense research activities in recent years to examine the causes and control of Nocardia foaming in activated sludge, the foaming continued to persist throughout the activated sludge treatment plants in United States. In addition to causing various operational problems to treatment processes, the presence of Nocardia may have secondary effects on the fate of heavy metals that are not well known. For example, for treatment plants facing more stringent metal removal requirements, potential metal removal by Nocardia cells in foaming activated sludge would be a welcome secondary effect. In contrast, with new viosolid disposal regulations in place (Code o( Federal Regulation No. 503), higher concentration of metals in biosolids from foaming activated sludge could create management problems. The goal of this research was to investigate the metal sorption property of Nocardia amarae cells grown in batch reactors and in chemostat reactors. Specific surface area and metal sorption characteristics of N. amarae cells harvested at various growth stages were compared. Three metals examined in this study were copper, cadmium and nickel. Nocardia amarae strain (SRWTP isolate) used in this study was obtained from the University of California at Berkeley. The pure culture was grown in 4L batch reactor containing mineral salt medium with sodium acetate as the sole carbon source. In order to quantify the sorption of heavy metal ions to N amarae cell surfaces, cells from the batch reactor were harvested, washed, and suspended in 30mL centrifuge tubes. Metal sorption studies were conducted at pH 7.0 and ionlc strength of 10-2M. The sorption Isotherm showed that the cells harvested from the stationary and endogenous growth phase exhibited significantly higher metal sorption capacity than the cells from the exponential phase. The sequence of preferential uptake of metals by N. amarae cells was Cu>Cd>Ni. The specific surFace area of Nocardia cells was determined by a dye adsorption method. N.amarae cells growing at ewponential phase had significantly less specific surface area than that of stationary phase, indicating that the lower metal sorption capacity of Nocardia cells growing at exponential phase may be due to the lower specific surface area. The growth conditions of Nocardia cells in continuous culture affect their cell surface properties, thereby governing the adsorption capacity of heavy metal. The comparison of dye sorption isotherms for Nocardia cells growing at various growth rates revealed that the cell surface area increased with increasing sludge age, indicating that the cell surface area is highly dependent on the steady-state growth rate. The highest specific surface area of 199m21g was obtained from N.amarae cell harvested at 0.33 day-1 of growth rate. This result suggests that growth condition not only alters the structure of Nocardia cell wall but also affects the surface area, thus yielding more binding sites of metal removal. After reaching the steady-state condition at dilution rate, metal adsorption isotherms were used to determine the equilibrium distributions of metals between aqueous and Nocardia cell surfaces. The metal sorption capacity of Nocardia biomass harvested from 0.33 day-1 of growth rate was significantly higher than that of cells harvested from 0.5- and 1-day-1 operation, indicatng that N.amarae cells with a lower growth rate have higher sorpion capacity. This result was in close agreement with the trend observed from the batch study. To evaluate the effect of Nocardia cells on the metal binding capacity of activated sludge, specific surface area and metal sorption capacity of the mixture of Nocardia pure cultures and activated sludge biomass were determined by a series of batch experiments. The higher levels of Nocardia cells in the Nocardia-activated sludge samples resulted in the higher specific surface area, explaining the higher metal sorption sites by the mixed luquor samples containing greater amounts on Nocardia cells. The effect of Nocardia cells on the metal sorption capacity of activated sludge was evaluated by spiking an activated sludge sample with various amounts of pre culture Nocardia cells. The results of the Langmuir isotherm model fitted to the metal sorption by various mixtures of Nocardia and activated sludge indicated that the mixture containing higher Nocardia levels had higher metal adsorption capacity than the mixture containing lower Nocardia levels. At Nocardia levels above 100mg/g VSS, the metal sorption capacity of activate sludge increased proportionally with the amount of Noeardia cells present in the mixed liquor, indicating that the presence of Nocardia may increase the viosorption capacity of activated sludge.

  • PDF