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首页> 外文期刊>Journal of environmental monitoring: JEM >Evaluation of rural wastewater treatment processes in a county of eastern China
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Evaluation of rural wastewater treatment processes in a county of eastern China

机译:东部某县农村污水处理工艺评价

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With the rapid urbanization and industrialization in China, wastewater treatment in rural areas has become an increasing national concern. The selection of appropriate treatment processes closely based on the actual local status is crucial for the prevention of water quality deterioration in rural areas of China. This study presents a full year survey on the performances of various rural wastewater treatment processes at a county level in eastern China including seven three-chamber septic tanks (ST), five micro-power biological facilities (MP), seven constructed wetlands (CW), three stabilization ponds (SP) and five centralized activated sludge treatment plants (AS). It was found that although ST could remove a notable portion of total suspended solids (TSS) and chemical oxygen demand (COD _(Cr)), it was ineffective in reducing nutrients and pathogens. Reliability and stability analyses showed that the centralized AS and decentralized CW processes outperformed the SP and MP processes. There were obvious discrepancies between the mean design concentrations, which ensure that 95% of the effluents meet the discharge standards, and the actual effluent concentrations determined for each process. The expected compliance with the tentatively adopted second-grade discharge standards (GB 18918-2002) was unsatisfactory for most of the water quality parameters examined, indicating an urgent need to design more practical discharge standards for decentralized treatment processes. Based on an overall assessment of reliability, stability and cost-effectiveness, the centralized AS was suitable for densely populated towns while the decentralized CW was suitable for sparsely populated villages.
机译:随着中国快速的城市化和工业化,农村地区的废水处理已成为越来越多的国家关注的问题。根据当地的实际情况选择合适的处理方法,对于预防中国农村地区的水质恶化至关重要。这项研究对中国东部一个县级的各种农村废水处理过程的性能进行了全年调查,包括七个三室化粪池(ST),五个微电生物设施(MP),七个人工湿地(CW) ,三个稳定池(SP)和五个集中式活性污泥处理厂(AS)。发现尽管ST可以去除总悬浮固体(TSS)和化学需氧量(COD _(Cr))的显着部分,但它在减少养分和病原体方面无效。可靠性和稳定性分析表明,集中式AS和分散式CW流程优于SP和MP流程。平均设计浓度(可确保95%的废水符合排放标准)与每个过程确定的实际废水浓度之间存在明显差异。对于所检查的大多数水质参数,预期都符合暂行采用的二级排放标准(GB 18918-2002),这表明不能满足要求,这表明迫切需要为分散处理工艺设计更实用的排放标准。基于对可靠性,稳定性和成本效益的总体评估,集中式AS适用于人口稠密的城镇,而分散式CW适用于人口稀少的村庄。

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