The Study on Water Quality Improvement for Dry Weather Seweage at Drainage Pumping Stations
碩士 === 國立中央大學 === 環境工程研究所 === 82 === This study works for initial understanding of Drainage Pumping Stations in Taipei、 water quality of dry weather seweage in those stations and trying to offer water quality improvement for the most po...
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ndltd-TW-082NCU005150082016-07-18T04:09:43Z http://ndltd.ncl.edu.tw/handle/77236021094105488525 The Study on Water Quality Improvement for Dry Weather Seweage at Drainage Pumping Stations 防洪抽水站晴天污水水質改善之研究 Tzann Chang, Su 蘇讚昌 碩士 國立中央大學 環境工程研究所 82 This study works for initial understanding of Drainage Pumping Stations in Taipei、 water quality of dry weather seweage in those stations and trying to offer water quality improvement for the most polluted stations 。We choose Chun- kong 、 Ui-chang、 Jing-chao and Shi-wen four pumping stations as objects to analyze in this research 。As a result of the study for water quality of dry weather seweage, including BOD5、COD、NH3-N、TSS, we find Chun-kong and Ui- chang pumping stations are polluted se- riously。There are thirty-five pumping stations'NH3-N contains. unqualified for discharge permit standard in 1988。According to analytical result of those chosed pumping stations ,we find the percentage in seweage of suspended solids approximated that of of dissolved solids and this depended on different regions we get sample。For example,Shi-wen pumping station has more total organic solids than others,owing to marker seweage it absorbed;Jing-chao pumping station has more total inorganic solids than others。Because of these different characters of seweage, the suggestions we offer to stations will not the same 。In BOD curve for twenty days , we find BOD constant K10 is between 0.073 and 0.198 approximated to the characters of general domestic wastewater , this means that we can make use of traditional way to deal those seweage。When we make seweage se- dimentated for two hours,we find removal rate of organic solids is 42.6-55%、removal rate of inorganic solids is 45-57.4%、re- moval rate of BOD5 is 47-62%、removal rate of COD is 35-56% 。 But there is no use for removal of NH3-N。 When we put 30 mg/l PAC in seweage for doing chemical precipitation,removal rate of suspended solids is above 90% ,removal rate of COD is 62-76%,there is still no use for removal of NH3-N. D. H. Tseng 曾迪華 1994 學位論文 ; thesis 162 zh-TW |
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碩士 === 國立中央大學 === 環境工程研究所 === 82 === This study works for initial understanding of Drainage
Pumping Stations in Taipei、 water quality of dry weather
seweage in those stations and trying to offer water quality
improvement for the most polluted stations 。We choose Chun-
kong 、 Ui-chang、 Jing-chao and Shi-wen four pumping
stations as objects to analyze in this research 。As a result
of the study for water quality of dry weather seweage,
including BOD5、COD、NH3-N、TSS, we find Chun-kong and Ui-
chang pumping stations are polluted se- riously。There are
thirty-five pumping stations'NH3-N contains. unqualified for
discharge permit standard in 1988。According to analytical
result of those chosed pumping stations ,we find the
percentage in seweage of suspended solids approximated that
of of dissolved solids and this depended on different
regions we get sample。For example,Shi-wen pumping station has
more total organic solids than others,owing to marker seweage
it absorbed;Jing-chao pumping station has more total
inorganic solids than others。Because of these different
characters of seweage, the suggestions we offer to
stations will not the same 。In BOD curve for twenty days ,
we find BOD constant K10 is between 0.073 and 0.198
approximated to the characters of general domestic
wastewater , this means that we can make use of
traditional way to deal those seweage。When we make seweage se-
dimentated for two hours,we find removal rate of organic
solids is 42.6-55%、removal rate of inorganic solids is
45-57.4%、re- moval rate of BOD5 is 47-62%、removal rate of COD
is 35-56% 。 But there is no use for removal of NH3-N。
When we put 30 mg/l PAC in seweage for doing chemical
precipitation,removal rate of suspended solids is above 90%
,removal rate of COD is 62-76%,there is still no use for
removal of NH3-N.
|
author2 |
D. H. Tseng |
author_facet |
D. H. Tseng Tzann Chang, Su 蘇讚昌 |
author |
Tzann Chang, Su 蘇讚昌 |
spellingShingle |
Tzann Chang, Su 蘇讚昌 The Study on Water Quality Improvement for Dry Weather Seweage at Drainage Pumping Stations |
author_sort |
Tzann Chang, Su |
title |
The Study on Water Quality Improvement for Dry Weather Seweage at Drainage Pumping Stations |
title_short |
The Study on Water Quality Improvement for Dry Weather Seweage at Drainage Pumping Stations |
title_full |
The Study on Water Quality Improvement for Dry Weather Seweage at Drainage Pumping Stations |
title_fullStr |
The Study on Water Quality Improvement for Dry Weather Seweage at Drainage Pumping Stations |
title_full_unstemmed |
The Study on Water Quality Improvement for Dry Weather Seweage at Drainage Pumping Stations |
title_sort |
study on water quality improvement for dry weather seweage at drainage pumping stations |
publishDate |
1994 |
url |
http://ndltd.ncl.edu.tw/handle/77236021094105488525 |
work_keys_str_mv |
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