• Title/Summary/Keyword: 탄화 정수 슬러지

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Study on Adsorption of Pb and Cd in Water Using Carbonized Water Treatment Sludge (탄화 정수 슬러지를 이용한 수중의 납과 카드뮴 흡착에 관한 연구)

  • Kim, Younjung;Kim, Daeik;Choi, Jong-Ha;Hong, Yong Pyo;Ryoo, Keon Sang
    • Journal of the Korean Chemical Society
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    • v.61 no.5
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    • pp.238-243
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    • 2017
  • In this study, water treatment sludge carbonized with $400^{\circ}C$ was tested as an adsorbent for the removal of Pb and Cd in water. The carbonized sludge was characterized by thermo-gravimetric analysis (TGA), scanning electron microscopy (SEM), X-ray fluorescence spectrometry (XRF), and surface area analysis. Carbonized sludge exhibited much higher specific surface area and total pore volume than water treatment sludge itself. In batch-type adsorption process, carbonized sludge represented better adsorption performance for Pb than Cd, achieving 90~98% at the concentrations conducted in the experiments. Equilibrium data of adsorption were analyzed using the Freundlich and Langmuir isotherm models. It was seen that both Freundlich and Langmuir isotherms have correlation coefficient $R^2$ value larger than 0.95. The results of studies indicated that carbonized water treatment sludge by heat treatment could be used as an efficient adsorbent for the removal of Pb and Cd from water.

Influence of Effluent from a Sludge Carbonization Facility on Wastewater Treatability (슬러지탄화공정수 연계처리가 하수처리효율에 미치는 영향)

  • Han, Joo Eun;Park, Soo-Hyung;Lee, Wontae
    • Journal of the Korea Organic Resources Recycling Association
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    • v.27 no.1
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    • pp.57-64
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    • 2019
  • We investigated influence of connected influent on the treatability of a wastewater treatment plant (WWTP), recently accepting effluent from a sludge carbonization facility. Based upon the pollutant loading rates (kg/d) of each connected influent, food waste leachate and livestock wastewater contributed to high BOD and COD loadings, while sludge carbonization facility effluent certainly contributed to T-N and $NH_3-N$ loadings. The nitrification rate in aerobic tank decreased to 55% with the carbonization facility effluent entering to the WWTP, while it was 89% with no carbonization facility effluent entering. The sludge carbonization facility effluent may need to be pretreated to reduce T-N and $NH_3-N$ loadings before entering to the WWTP for further treatment.