Natural Water Self-purification by Plastic Media
碩士 === 國立成功大學 === 環境工程學系 === 86 === Sewage flowing in natural water way is purified by organisms in water and muddy bed, specially in the muddy bed. The BOD removal of sheet flow sewage is dominated by the area of the bottom bed. In order to increase the...
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ndltd-TW-086NCKU15150072015-10-13T11:06:14Z http://ndltd.ncl.edu.tw/handle/80855154711815123406 Natural Water Self-purification by Plastic Media 網間氧化法對排水淨化功能之研究 Kan, Lien-Ching 甘連慶 碩士 國立成功大學 環境工程學系 86 Sewage flowing in natural water way is purified by organisms in water and muddy bed, specially in the muddy bed. The BOD removal of sheet flow sewage is dominated by the area of the bottom bed. In order to increase the area of biofilm, this paper dredged two 25-meter channels and put plastic media in them. The sewage in the natural water way was pumped into the channels and aerated. Experiments were carried out to study the effect of dissolved oxygen (DO), hydraulic retention time (HRT) and volumetric loading. Result indicated that the removal of pollutant was dominated by the hydraulic retention time (HRT), the volumetric loading and the concentration of influent. One relationship was derived:In the media channel (horrizental)The percent of BOD removal=-31.22+2.02HRT+1.54Cin+213.91loadingIn the media channel (vertical)The percent of BOD removal=34.73+0.06Cin-339.98 loadingIn the blank channelThe percent of BOD removal=-6.54+1.89 Cin+29.44loadingKeyword:Self-purification, Biofilm, Hydraulic Retention Time (HRT), Volumetric Loading Wen Ching-Kawn 溫清光 1998 學位論文 ; thesis 106 zh-TW |
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zh-TW |
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Others
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description |
碩士 === 國立成功大學 === 環境工程學系 === 86 === Sewage flowing in natural water way is purified by organisms in
water and muddy bed, specially in the muddy bed. The BOD removal
of sheet flow sewage is dominated by the area of the bottom bed.
In order to increase the area of biofilm, this paper dredged two
25-meter channels and put plastic media in them. The sewage in
the natural water way was pumped into the channels and aerated.
Experiments were carried out to study the effect of dissolved
oxygen (DO), hydraulic retention time (HRT) and volumetric
loading. Result indicated that the removal of pollutant was
dominated by the hydraulic retention time (HRT), the volumetric
loading and the concentration of influent. One relationship was
derived:In the media channel (horrizental)The percent of BOD
removal=-31.22+2.02HRT+1.54Cin+213.91loadingIn the media channel
(vertical)The percent of BOD removal=34.73+0.06Cin-339.98
loadingIn the blank channelThe percent of BOD removal=-6.54+1.89
Cin+29.44loadingKeyword:Self-purification, Biofilm, Hydraulic
Retention Time (HRT), Volumetric Loading
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author2 |
Wen Ching-Kawn |
author_facet |
Wen Ching-Kawn Kan, Lien-Ching 甘連慶 |
author |
Kan, Lien-Ching 甘連慶 |
spellingShingle |
Kan, Lien-Ching 甘連慶 Natural Water Self-purification by Plastic Media |
author_sort |
Kan, Lien-Ching |
title |
Natural Water Self-purification by Plastic Media |
title_short |
Natural Water Self-purification by Plastic Media |
title_full |
Natural Water Self-purification by Plastic Media |
title_fullStr |
Natural Water Self-purification by Plastic Media |
title_full_unstemmed |
Natural Water Self-purification by Plastic Media |
title_sort |
natural water self-purification by plastic media |
publishDate |
1998 |
url |
http://ndltd.ncl.edu.tw/handle/80855154711815123406 |
work_keys_str_mv |
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