터널폐수의 유출특성과 시스템구성에 관한 연구
In this paper, Characteristics of Tunneling wastewater is high alkali about pH 11.25∼11.85, Turbidity is experimented from 2590NTU to 413NTU. On the other hand CODMn, T-N, T-P is very lower than Permissible discharge standards due to make almost particle. the optimum dosage of flocculant for tunneli...
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Published in | 한국수처리학회지, 18(5) pp. 3 - 8 |
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Main Authors | , , , , , |
Format | Journal Article |
Language | Korean |
Published |
한국수처리학회
30.10.2010
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Subjects | |
Online Access | Get full text |
ISSN | 1225-7192 2289-0076 |
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Abstract | In this paper, Characteristics of Tunneling wastewater is high alkali about pH 11.25∼11.85, Turbidity is experimented from 2590NTU to 413NTU. On the other hand CODMn, T-N, T-P is very lower than Permissible discharge standards due to make almost particle. the optimum dosage of flocculant for tunneling wastewater with pH and turbiditiy changes. The samples were mixed rapidly(200rpm-3min) and mixed slowly (30rpm-30min), then settled(10min). The optimum dosage of aluminum sulfate is 20ml/L and Polymer is 0.4ml/L even pH changes and turbidity changes. As a result, pH changes and turbidity changes have not decisive effect on treatment water quility. Also, Biocube media is the best removal efficiency on sample 1 than other medias, The removal efficiency of particle in Biocube media on sample2 is 88% for 30min. More filtration studies of tunneling wastewater must be done. In this paper, Characteristics of Tunneling wastewater is high alkali about pH 11.25∼11.85, Turbidity is experimented from 2590NTU to 413NTU. On the other hand CODMn, T-N, T-P is very lower than Permissible discharge standards due to make almost particle. the optimum dosage of flocculant for tunneling wastewater with pH and turbiditiy changes. The samples were mixed rapidly(200rpm-3min) and mixed slowly (30rpm-30min), then settled(10min). The optimum dosage of aluminum sulfate is 20ml/L and Polymer is 0.4ml/L even pH changes and turbidity changes. As a result, pH changes and turbidity changes have not decisive effect on treatment water quility. Also, Biocube media is the best removal efficiency on sample 1 than other medias, The removal efficiency of particle in Biocube media on sample2 is 88% for 30min. More filtration studies of tunneling wastewater must be done. KCI Citation Count: 9 |
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AbstractList | In this paper, Characteristics of Tunneling wastewater is high alkali about pH 11.25∼11.85, Turbidity is experimented from 2590NTU to 413NTU. On the other hand CODMn, T-N, T-P is very lower than Permissible discharge standards due to make almost particle. the optimum dosage of flocculant for tunneling wastewater with pH and turbiditiy changes. The samples were mixed rapidly(200rpm-3min) and mixed slowly (30rpm-30min), then settled(10min). The optimum dosage of aluminum sulfate is 20ml/L and Polymer is 0.4ml/L even pH changes and turbidity changes. As a result, pH changes and turbidity changes have not decisive effect on treatment water quility. Also, Biocube media is the best removal efficiency on sample 1 than other medias, The removal efficiency of particle in Biocube media on sample2 is 88% for 30min. More filtration studies of tunneling wastewater must be done. In this paper, Characteristics of Tunneling wastewater is high alkali about pH 11.25∼11.85, Turbidity is experimented from 2590NTU to 413NTU. On the other hand CODMn, T-N, T-P is very lower than Permissible discharge standards due to make almost particle. the optimum dosage of flocculant for tunneling wastewater with pH and turbiditiy changes. The samples were mixed rapidly(200rpm-3min) and mixed slowly (30rpm-30min), then settled(10min). The optimum dosage of aluminum sulfate is 20ml/L and Polymer is 0.4ml/L even pH changes and turbidity changes. As a result, pH changes and turbidity changes have not decisive effect on treatment water quility. Also, Biocube media is the best removal efficiency on sample 1 than other medias, The removal efficiency of particle in Biocube media on sample2 is 88% for 30min. More filtration studies of tunneling wastewater must be done. KCI Citation Count: 9 |
Author | 배종환 송근관 손정호 강용태 한상윤 김연은 |
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