Comparison of TMP in elevated and ambient pressure membrane bioreactors under various SRT
碩士 === 淡江大學 === 水資源及環境工程學系碩士班 === 101 === Membrane bioreactor combines physical mechanism of membrane separation and biological treatment. Compared to conventional biological treatment process, MBR has many benefits like a better treated water quality, a smaller footprint, less sludge production. Ho...
Main Authors: | , |
---|---|
Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2013
|
Online Access: | http://ndltd.ncl.edu.tw/handle/64259866719385161995 |
id |
ndltd-TW-101TKU05087035 |
---|---|
record_format |
oai_dc |
spelling |
ndltd-TW-101TKU050870352015-10-13T22:35:33Z http://ndltd.ncl.edu.tw/handle/64259866719385161995 Comparison of TMP in elevated and ambient pressure membrane bioreactors under various SRT 高壓與常壓薄膜生物處理反應槽操作於不同污泥停留時間下透膜壓力之比較 Yi-Jyun Chen 陳翊君 碩士 淡江大學 水資源及環境工程學系碩士班 101 Membrane bioreactor combines physical mechanism of membrane separation and biological treatment. Compared to conventional biological treatment process, MBR has many benefits like a better treated water quality, a smaller footprint, less sludge production. However, MBR process is plagued by membrane fouling. Membrane fouling gets worse with progress of filtration, causing increase of TMP under a fixed flux condition. If the membrane fouling is too serious, then the life of the membrane will be shortened and as a result operating costs will increase. According to literature, high DO level can reduce membrane fouling. In this study, high DO was achieved by operating MBR at elevated pressure of 3 kg/cm2 in confined reactor, and a MBR at ambient pressure was operated side by side for comparison purpose. Pre-determined amount of sludge was wasted from bioreactor to maintain SRT of 60 days, 5 days, 15 days, and 15 days, respectively. These experiments are denoted, respectively, as D-1, D-2, D-3 and D-4. The difference between D-3 and D-4 is aeration flow for membrane fouling control. The former has continuous aeration flow, while the latter has intermittent aeration flow. This study explores effects of SMP and EPS in elevated and ambient pressure MBR on membrane fouling, and effects of continuous or intermittent aeration flow for controlling membrane fouling. Experimental results show that the concentration of SMP-PN and EPS-PN changed insignificantly with SRT; however the concentration of SMP-PS and EPS-PS decreased with increases of the SRT. Results show that TMP rising, i.e., membrane fouling, is faster for MBR operated at the ambient pressure than at the elevated pressure for experiment D-1, D-2, and D-3. One the other hand, TMP rising is comparable for both systems, indicating that intermittent aeration flow can mitigate membrane fouling. Chi-Wang Li 李奇旺 2013 學位論文 ; thesis 63 zh-TW |
collection |
NDLTD |
language |
zh-TW |
format |
Others
|
sources |
NDLTD |
description |
碩士 === 淡江大學 === 水資源及環境工程學系碩士班 === 101 === Membrane bioreactor combines physical mechanism of membrane separation and biological treatment. Compared to conventional biological treatment process, MBR has many benefits like a better treated water quality, a smaller footprint, less sludge production. However, MBR process is plagued by membrane fouling. Membrane fouling gets worse with progress of filtration, causing increase of TMP under a fixed flux condition. If the membrane fouling is too serious, then the life of the membrane will be shortened and as a result operating costs will increase.
According to literature, high DO level can reduce membrane fouling. In this study, high DO was achieved by operating MBR at elevated pressure of 3 kg/cm2 in confined reactor, and a MBR at ambient pressure was operated side by side for comparison purpose. Pre-determined amount of sludge was wasted from bioreactor to maintain SRT of 60 days, 5 days, 15 days, and 15 days, respectively. These experiments are denoted, respectively, as D-1, D-2, D-3 and D-4. The difference between D-3 and D-4 is aeration flow for membrane fouling control. The former has continuous aeration flow, while the latter has intermittent aeration flow.
This study explores effects of SMP and EPS in elevated and ambient pressure MBR on membrane fouling, and effects of continuous or intermittent aeration flow for controlling membrane fouling. Experimental results show that the concentration of SMP-PN and EPS-PN changed insignificantly with SRT; however the concentration of SMP-PS and EPS-PS decreased with increases of the SRT. Results show that TMP rising, i.e., membrane fouling, is faster for MBR operated at the ambient pressure than at the elevated pressure for experiment D-1, D-2, and D-3. One the other hand, TMP rising is comparable for both systems, indicating that intermittent aeration flow can mitigate membrane fouling.
|
author2 |
Chi-Wang Li |
author_facet |
Chi-Wang Li Yi-Jyun Chen 陳翊君 |
author |
Yi-Jyun Chen 陳翊君 |
spellingShingle |
Yi-Jyun Chen 陳翊君 Comparison of TMP in elevated and ambient pressure membrane bioreactors under various SRT |
author_sort |
Yi-Jyun Chen |
title |
Comparison of TMP in elevated and ambient pressure membrane bioreactors under various SRT |
title_short |
Comparison of TMP in elevated and ambient pressure membrane bioreactors under various SRT |
title_full |
Comparison of TMP in elevated and ambient pressure membrane bioreactors under various SRT |
title_fullStr |
Comparison of TMP in elevated and ambient pressure membrane bioreactors under various SRT |
title_full_unstemmed |
Comparison of TMP in elevated and ambient pressure membrane bioreactors under various SRT |
title_sort |
comparison of tmp in elevated and ambient pressure membrane bioreactors under various srt |
publishDate |
2013 |
url |
http://ndltd.ncl.edu.tw/handle/64259866719385161995 |
work_keys_str_mv |
AT yijyunchen comparisonoftmpinelevatedandambientpressuremembranebioreactorsundervarioussrt AT chényìjūn comparisonoftmpinelevatedandambientpressuremembranebioreactorsundervarioussrt AT yijyunchen gāoyāyǔchángyābáomóshēngwùchùlǐfǎnyīngcáocāozuòyúbùtóngwūnítíngliúshíjiānxiàtòumóyālìzhībǐjiào AT chényìjūn gāoyāyǔchángyābáomóshēngwùchùlǐfǎnyīngcáocāozuòyúbùtóngwūnítíngliúshíjiānxiàtòumóyālìzhībǐjiào |
_version_ |
1718078862578941952 |