城市污水处理厂两种不同系统的综述

N. Ramli, Mohd Fairuz Abdul Hamid
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引用次数: 1

摘要

马来西亚的污水处理厂技术从独立前50年代左右的无处理发展到采用现代技术的中试工厂,并于2013年左右开始运行移动床生物膜反应器。现有的机械化紧凑型污水处理厂以序批式反应器、间歇倒灌式延长曝气和膜生物反应器为主。运营商通过能源管理系统对传统活性污泥系统进行持续改进,优化区域工厂性能,产能达到35万PE。下一步是在相同的工厂容量类别中引入移动床生物膜反应器的能源审计,最高可达300,000 PE。因此,本研究的目的是研究紧凑性足迹和基线能源绩效指标的比较。基于基线能源性能指标研究,运营商有可能降低不确定的运营支出成本。能源性能指标分析结果表明,移动床生物膜反应器的效率高于常规活性污泥反应器。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A review on two different systems in municipal sewage treatment plant
The sewage treatment plant technology in Malaysia has evolved from pre-independence era of no treatment around 1950s to the pilot plant by adopting modern technology and start commissioning moving bed biofilm reactor around 2013. The existing mechanized compact sewage treatment plants were dominant by sequential batch reactor, intermittently decanted extended aeration and membrane bioreactor. The operator conducted continuous improvement project for conventional activated sludge system through energy management system to optimum the regional plant performance with the capacity up to 350,000 PE. The next step is to introduce energy audit for moving bed biofilm reactor at the same plant capacity category up to 300,000 PE. Hence, the aim of this research is to study the comparison of compactness footprint and baseline energy performance index. Based on this baseline energy performance index study, the operator has a potential to reduce the uncertain operation expenditure cost. The results from energy performance index showed that the moving bed biofilm reactor is more efficient compared to conventional activated sludge.
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