The effect of Sulfate on batch anaerobic/aerobic biological treatment

碩士 === 國立雲林科技大學 === 環境與安全工程系碩士班 === 91 === Enhanced Biological Phosphorous Removal (EBPR) process was introduced into a standard activated sludge process for the purpose of phosphate removal and bulking prevention effect. In some laboratory scale EBPR reactors, deterioration of EBPR and appear filam...

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Main Authors: Jsung-an He, 何宗安
Other Authors: Wei-Chin Chang
Format: Others
Language:zh-TW
Published: 2003
Online Access:http://ndltd.ncl.edu.tw/handle/14055835860707942994
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spelling ndltd-TW-091YUNT56330902016-06-10T04:15:28Z http://ndltd.ncl.edu.tw/handle/14055835860707942994 The effect of Sulfate on batch anaerobic/aerobic biological treatment 硫酸鹽對批次厭氧好氧生物處理法之影響 Jsung-an He 何宗安 碩士 國立雲林科技大學 環境與安全工程系碩士班 91 Enhanced Biological Phosphorous Removal (EBPR) process was introduced into a standard activated sludge process for the purpose of phosphate removal and bulking prevention effect. In some laboratory scale EBPR reactors, deterioration of EBPR and appear filamentous bulking has been reported due to unknown reasons, one of reasons is when influent contain sulfate (municipal wastewater usually 20~50mg/L of sulfate is contained), sulfate reducing bacteria can use sulfate as electron acceptor and competition substrate with phosphate accumulation organisms. Filamentous sulfur bacteria could utilize sulfide for the energy source, and cause of growth of the filamentous bacteria. Therefore, this experiment cultivate PAO sludge for sequenceing batch reactor style, and separate into four reactors, then not increase and increase sulfate in substrate. The study investigated sulfate affect on the performance of anaerobic/aerobic phosphate release/uptake, and identification filamentous. The results revealed that all reactors performance anaerobic/aerobic release/uptake, and performance the great phosphate removal ratio in Run 1 period. The sludge flocs were great, and filamentous index was 2, in this study, we classified this filamentous bacteria as Type 1701. In Run 2, anaerobic tank was not sulfate reducing;aerobic tank was not sulfide oxidation. Anaerobic release phosphate and phosphate removal does not affect due to contain sulfate in influent, aerobic setting characteristic still were better. In Run 3, anaerobic tank was not sulfate reducing;aerobic tank was not sulfide oxidation. But anaerobic release phosphate and phosphate removal ratio were poor due to influent shock loading. For Run 1、Run 2 and Run 3 P release/C uptake, this three period were the same, and did not much change due to contain different sulfate concentration. Therefore, sulfate reducing bacteria did not grow predominantly. Wei-Chin Chang 張維欽 2003 學位論文 ; thesis 103 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立雲林科技大學 === 環境與安全工程系碩士班 === 91 === Enhanced Biological Phosphorous Removal (EBPR) process was introduced into a standard activated sludge process for the purpose of phosphate removal and bulking prevention effect. In some laboratory scale EBPR reactors, deterioration of EBPR and appear filamentous bulking has been reported due to unknown reasons, one of reasons is when influent contain sulfate (municipal wastewater usually 20~50mg/L of sulfate is contained), sulfate reducing bacteria can use sulfate as electron acceptor and competition substrate with phosphate accumulation organisms. Filamentous sulfur bacteria could utilize sulfide for the energy source, and cause of growth of the filamentous bacteria. Therefore, this experiment cultivate PAO sludge for sequenceing batch reactor style, and separate into four reactors, then not increase and increase sulfate in substrate. The study investigated sulfate affect on the performance of anaerobic/aerobic phosphate release/uptake, and identification filamentous. The results revealed that all reactors performance anaerobic/aerobic release/uptake, and performance the great phosphate removal ratio in Run 1 period. The sludge flocs were great, and filamentous index was 2, in this study, we classified this filamentous bacteria as Type 1701. In Run 2, anaerobic tank was not sulfate reducing;aerobic tank was not sulfide oxidation. Anaerobic release phosphate and phosphate removal does not affect due to contain sulfate in influent, aerobic setting characteristic still were better. In Run 3, anaerobic tank was not sulfate reducing;aerobic tank was not sulfide oxidation. But anaerobic release phosphate and phosphate removal ratio were poor due to influent shock loading. For Run 1、Run 2 and Run 3 P release/C uptake, this three period were the same, and did not much change due to contain different sulfate concentration. Therefore, sulfate reducing bacteria did not grow predominantly.
author2 Wei-Chin Chang
author_facet Wei-Chin Chang
Jsung-an He
何宗安
author Jsung-an He
何宗安
spellingShingle Jsung-an He
何宗安
The effect of Sulfate on batch anaerobic/aerobic biological treatment
author_sort Jsung-an He
title The effect of Sulfate on batch anaerobic/aerobic biological treatment
title_short The effect of Sulfate on batch anaerobic/aerobic biological treatment
title_full The effect of Sulfate on batch anaerobic/aerobic biological treatment
title_fullStr The effect of Sulfate on batch anaerobic/aerobic biological treatment
title_full_unstemmed The effect of Sulfate on batch anaerobic/aerobic biological treatment
title_sort effect of sulfate on batch anaerobic/aerobic biological treatment
publishDate 2003
url http://ndltd.ncl.edu.tw/handle/14055835860707942994
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