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Kinetics of organic matter and ammonia removal in horizontal reed beds treating wastewater in Nepal

机译:尼泊尔处理芦苇的卧式芦苇床中有机物去除氨的动力学

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摘要

In Nepal, both horizontal bed and vertical bed subsurface flow constructed wetlands have been used for wastewater treatment. However, these units were designed based on the empirical findings from other countries. The rational design criteria developed so far has some limitations as the performance of the units is sensitive to the behaviour of the microorganisms, climatic conditions and other attributes pertaining to the local contexts. Secondly, only limited numbers of studies have been carried out to assess the performance of these systems leading to the development of rationale design criteria. Considering these facts, the major objectives of the study were set to: (1) evaluate the performance of the subsurface flow reed bed system in terms of organic matter and ammonia removal; (2) estimate the reaction rate constant and effective specific surface area; (3) assess the relationship between performance and age of the system; and (4) investigate the dynamic behaviour of the reaction rate constant. The study was carried on three full-scale domestic wastewater treatment units and one pilot-scale ranging the age of horizontal beds from 1 to 5 years.
机译:在尼泊尔,水平床和垂直床地下流动人工湿地都已用于废水处理。但是,这些单位是根据其他国家的经验发现而设计的。迄今为止制定的合理设计标准存在一定局限性,因为单元的性能对微生物的行为,气候条件和与当地环境有关的其他属性敏感。其次,仅进行了有限数量的研究来评估这些系统的性能,从而导致制定合理的设计标准。考虑到这些事实,该研究的主要目标是:(1)从有机物和氨的去除方面评估地下流芦苇床系统的性能; (2)估算反应速率常数和有效比表面积; (3)评估系统性能与使用年限之间的关系; (4)研究反应速率常数的动态行为。该研究是在三个全规模的生活污水处理单元和一个中试规模为1至5年的水平床中进行的。

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