An Application Of Ozonation Sequenced By Granular Activated Carbon Process In Water Treatment
碩士 === 國立臺北科技大學 === 土木與防災技術研究所 === 88 === Ozone/GAC pilot plant studies were conducted at the water treatment plant. Ozonation, GAC and Ozone/GAC process were operated simultaneously for NOMs (nature organic matters) removal comparisons. The result indicated turbidity levels of raw water...
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ndltd-TW-088TIT006530032016-01-29T04:19:17Z http://ndltd.ncl.edu.tw/handle/93334571470210903892 An Application Of Ozonation Sequenced By Granular Activated Carbon Process In Water Treatment 結合臭氧與活性碳程序於淨水工程之應用 Yung-Wen Pan 潘勇文 碩士 國立臺北科技大學 土木與防災技術研究所 88 Ozone/GAC pilot plant studies were conducted at the water treatment plant. Ozonation, GAC and Ozone/GAC process were operated simultaneously for NOMs (nature organic matters) removal comparisons. The result indicated turbidity levels of raw water were removed up to 95% and 99% in conventional treatment and Ozone/GAC process, respectively. Turbidity levels were not significantly changed after ozonation. In generally, the conventional treatment process could reduce 50-60% TOC of raw water and Ozone/GAC reduce up to 80-90%. For the amount of UV254 in the raw water, 60% of UV254 and 90% of UV254 were removed in conventional treatment process and Ozone/GAC process, respectively. Ozonation could not improve TOC removal, but did remove UV254 effectively. For removal of NOMs in this water treatment plant, Ozone/GAC and GAC process were the applicable process for the different raw water. Ozonation byproducts formation potential, such as formaldehyde and acetaldehyde, were not changed by ozonation. But formaldehyde/TOC and acetaldehyde/TOC ratios were found increased after the GAC adsorption. Tien-Chin Chang 張添晉 2000 學位論文 ; thesis 97 zh-TW |
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碩士 === 國立臺北科技大學 === 土木與防災技術研究所 === 88 === Ozone/GAC pilot plant studies were conducted at the water treatment plant. Ozonation, GAC and Ozone/GAC process were operated simultaneously for NOMs (nature organic matters) removal comparisons. The result indicated turbidity levels of raw water were removed up to 95% and 99% in conventional treatment and Ozone/GAC process, respectively. Turbidity levels were not significantly changed after ozonation. In generally, the conventional treatment process could reduce 50-60% TOC of raw water and Ozone/GAC reduce up to 80-90%. For the amount of UV254 in the raw water, 60% of UV254 and 90% of UV254 were removed in conventional treatment process and Ozone/GAC process, respectively.
Ozonation could not improve TOC removal, but did remove UV254 effectively. For removal of NOMs in this water treatment plant, Ozone/GAC and GAC process were the applicable process for the different raw water. Ozonation byproducts formation potential, such as formaldehyde and acetaldehyde, were not changed by ozonation. But formaldehyde/TOC and acetaldehyde/TOC ratios were found increased after the GAC adsorption.
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author2 |
Tien-Chin Chang |
author_facet |
Tien-Chin Chang Yung-Wen Pan 潘勇文 |
author |
Yung-Wen Pan 潘勇文 |
spellingShingle |
Yung-Wen Pan 潘勇文 An Application Of Ozonation Sequenced By Granular Activated Carbon Process In Water Treatment |
author_sort |
Yung-Wen Pan |
title |
An Application Of Ozonation Sequenced By Granular Activated Carbon Process In Water Treatment |
title_short |
An Application Of Ozonation Sequenced By Granular Activated Carbon Process In Water Treatment |
title_full |
An Application Of Ozonation Sequenced By Granular Activated Carbon Process In Water Treatment |
title_fullStr |
An Application Of Ozonation Sequenced By Granular Activated Carbon Process In Water Treatment |
title_full_unstemmed |
An Application Of Ozonation Sequenced By Granular Activated Carbon Process In Water Treatment |
title_sort |
application of ozonation sequenced by granular activated carbon process in water treatment |
publishDate |
2000 |
url |
http://ndltd.ncl.edu.tw/handle/93334571470210903892 |
work_keys_str_mv |
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