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The use of hybrid constructed wetlands for wastewater treatment with special attention to nitrogen removal: A review of a recent development

机译:混合建造的湿地在废水处理中的应用,尤其要注意氮的去除:近期进展的回顾

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The hybrid systems were developed in the 1960s but their use increased only during the late 1990s and in the 2000s mostly because of more stringent discharge limits for nitrogen and also more complex wastewaters treated in constructed wetlands (CWs). The early hybrid CWs consisted of several stages of vertical flow (VF) followed by several stages of horizontal flow (HF) beds. During the 1990s, HF-VF and VF-HF hybrid systems were introduced. However, to achieve higher removal of total nitrogen or to treat more complex industrial and agricultural wastewaters other types of hybrid constructed wetlands including free water surface (FWS) CWs and multistage CWs have recently been used as well. The survey of 60 hybrid constructed wetlands from 24 countries reported after 2003 revealed that hybrid constructed wetlands are primarily used on Europe and in Asia while in other continents their use is limited. The most commonly used hybrid system is a VF -HF constructed wetland which has been used for treatment of both sewage and industrial wastewaters. On the other hand, the use of a HF-VF system has been reported only for treatment of municipal sewage. Out of 60 surveyed hybrid systems, 38 have been designed to treat municipal sewage while 22 hybrid systems were designed to treat various industrial and agricultural wastewaters. The more detailed analysis revealed that VF-HF hybrid constructed wetlands are slightly more efficient in ammonia removal than hybrid systems with FWS CWs, HF-VF systems or multistage VF and HF hybrid CWs. All types of hybrid CWs are comparable with single VF CWs in terms of NH_4-N removal rates. On the other hand, CWs with FWS units remove substantially more total nitrogen as compared to other types of hybrid constructed wetlands. However, all types of hybrid constructed wetlands are more efficient in total nitrogen removal than single HF or VF constructed wetlands.
机译:混合系统是在1960年代开发的,但仅在1990年代后期和2000年代才增加使用,这主要是因为对氮的排放限制更加严格,而且在人工湿地(CW)中处理的废水更为复杂。早期的混合CW包括几个阶段的垂直流(VF),然后是几个阶段的水平流(HF)床。在1990年代,引入了HF-VF和VF-HF混合系统。但是,为了实现更高的总氮去除率或处理更复杂的工业和农业废水,最近还使用了其他类型的混合人工湿地,包括自由水面(FWS)连续水和多级连续水。 2003年之后对来自24个国家的60个混合人工湿地进行的调查显示,混合人工湿地主要用于欧洲和亚洲,而在其他大洲,其使用却受到限制。最常用的混合系统是VF -HF建造的湿地,已用于处理污水和工业废水。另一方面,据报道仅使用HF-VF系统处理市政污水。在60个被调查的混合系统中,有38个被设计用于处理城市污水,而22个被设计用于处理各种工业和农业废水。更详细的分析表明,VF-HF混合人工湿地在除氨方面比具有FWS CW,HF-VF系统或多级VF和HF混合CW的混合系统效率更高。就NH_4-N去除率而言,所有类型的混合CW均可与单个VF CW媲美。另一方面,与其他类型的混合人工湿地相比,具有FWS单元的CW去除了更多的总氮。但是,所有类型的混合人工湿地都比单个HF或VF人工湿地的总氮去除效率更高。

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