Evaluation and Performance of Activated Sludge Hi-Kleen Treatment Plant (ASHTP): A Case Study

N. Wakimin, J. Idris, L. Francis, M. Neging, Siti Rafiqah Muskil, Harzuinda Marusin, N. Suhaimi, Rafidah Husen, A. Ajien
{"title":"Evaluation and Performance of Activated Sludge Hi-Kleen Treatment Plant (ASHTP): A Case Study","authors":"N. Wakimin, J. Idris, L. Francis, M. Neging, Siti Rafiqah Muskil, Harzuinda Marusin, N. Suhaimi, Rafidah Husen, A. Ajien","doi":"10.18488/journal.2.2021.112.15.24","DOIUrl":null,"url":null,"abstract":"Pollutants from sewage wastewater are major concerns due to their environmental effects. Thus, an effective sewage wastewater treatment plant is important to ensure discharged effluent is well treated before it can be released to rivers or water streams. This study aims to evaluate the performance of the Activated Sludge Hi-Kleen Treatment Plant (ASHTP) located at H Block (ASHTP at H Block) and L Block (ASHTP at L Block) in UiTM Sarawak Branch, Samarahan Campus, Sarawak, Malaysia. The evaluation was based on physicochemical and removal efficiency namely pH, temperature, turbidity, chemical oxygen demand (COD), and total suspended solids (TSS) from raw influent and treated effluent. The findings indicated that the overall performance of both ASHTP at H Block and L Block were satisfactory where treated effluent meets the standard discharge limits of Environmental Quality (Sewage) Regulations 2009 (Standard B). For ASHTP at H Block, the removal efficiencies of turbidity, COD, and TSS were found to be 86.00, 13.76, and 88.02% respectively, in which the pH, temperature, turbidity, COD, and TSS of the treated effluent were 7.30, 28.10°C, 10.40 NTU, 14.10 mg/L and 8.90 mg/L respectively. Meanwhile, for ASHTP at L Block, the removal efficiencies of turbidity, COD, and TSS were found to be 43.20, 41.90, and 51.61% respectively, in which the pH, temperature, turbidity, COD, and TSS in the treated effluent were 7.30, 27.90°C, 21.10 NTU, 58.10 mg/L and 18.00 mg/L respectively. Proper maintenance of sewage treatment plant is important to ensure its effectiveness as well as to prolong its lifespan.","PeriodicalId":8540,"journal":{"name":"Asian Journal of Scientific Research","volume":"69 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Asian Journal of Scientific Research","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.18488/journal.2.2021.112.15.24","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Pollutants from sewage wastewater are major concerns due to their environmental effects. Thus, an effective sewage wastewater treatment plant is important to ensure discharged effluent is well treated before it can be released to rivers or water streams. This study aims to evaluate the performance of the Activated Sludge Hi-Kleen Treatment Plant (ASHTP) located at H Block (ASHTP at H Block) and L Block (ASHTP at L Block) in UiTM Sarawak Branch, Samarahan Campus, Sarawak, Malaysia. The evaluation was based on physicochemical and removal efficiency namely pH, temperature, turbidity, chemical oxygen demand (COD), and total suspended solids (TSS) from raw influent and treated effluent. The findings indicated that the overall performance of both ASHTP at H Block and L Block were satisfactory where treated effluent meets the standard discharge limits of Environmental Quality (Sewage) Regulations 2009 (Standard B). For ASHTP at H Block, the removal efficiencies of turbidity, COD, and TSS were found to be 86.00, 13.76, and 88.02% respectively, in which the pH, temperature, turbidity, COD, and TSS of the treated effluent were 7.30, 28.10°C, 10.40 NTU, 14.10 mg/L and 8.90 mg/L respectively. Meanwhile, for ASHTP at L Block, the removal efficiencies of turbidity, COD, and TSS were found to be 43.20, 41.90, and 51.61% respectively, in which the pH, temperature, turbidity, COD, and TSS in the treated effluent were 7.30, 27.90°C, 21.10 NTU, 58.10 mg/L and 18.00 mg/L respectively. Proper maintenance of sewage treatment plant is important to ensure its effectiveness as well as to prolong its lifespan.
活性污泥Hi-Kleen处理厂(ASHTP)的评价与性能:一个案例研究
污水和废水中的污染物因其对环境的影响而成为人们关注的主要问题。因此,一个有效的污水处理厂对于确保排放的污水在排放到河流或溪水之前得到良好处理是很重要的。本研究旨在评估位于马来西亚沙捞越州萨马拉汉校区UiTM沙捞越分校H座(ASHTP位于H座)和L座(ASHTP位于L座)的活性污泥高洁净处理厂(ASHTP)的性能。评价是基于物理化学和去除效率,即pH值、温度、浊度、化学需氧量(COD)和总悬浮物(TSS)。结果表明,当处理后的出水符合《2009年环境质量(污水)条例》(标准B)的标准排放限值时,H区块和L区块的ASHTP的总体性能都是令人满意的。H区块的ASHTP对浊度、COD和TSS的去除率分别为86.00%、13.76%和88.02%,其中处理后的出水pH、温度、浊度、COD和TSS分别为7.30、28.10°C、10.40 NTU,14.10 mg/L和8.90 mg/L。同时,当处理出水pH值为7.30°C、温度为27.90°C、浊度为21.10 NTU、COD为58.10 mg/L、TSS为18.00 mg/L时,L Block ASHTP对浊度、COD和TSS的去除率分别为43.20%、41.90%和51.61%。对污水处理厂进行适当的保养,对确保其效能及延长其使用寿命十分重要。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
CiteScore
0.40
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信