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The impact of sewage composition on the soil clogging phenomena of vertical flow constructed wetlands

机译:污水组成对垂直流人工湿地土壤堵塞现象的影响

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The infiltration rate and therefore the principal function of a sand based vertical flow constructed wetland (VFCW) is influenced by the content of suspended solids (SS) and chemical oxygen demand (COD) of the waste water supply. In this study there were three operating conditions defined as "No Clogging"; "Partly Clogging" and "Clogging". Investigations on 21 VFCWs approved analytical differences between these conditions. The content of SS and especially particles > 50 mum are considered to play a key role. These particles are of the same size as the pores in which seepage mainly occurs. Thus their potential for surface blocking is high. It is concluded that the construction and size of the primary settling has to ensure that the mean concentration of SS after settling does not exceed 100 mg l(-1). The results of this study indicate that the area of the VFCW should be designed for a maximum loading rate of 5 g m(-2) d(-1) and the COD load should not exceed 20 g m(-2) d(-1). [References: 23]
机译:沙基垂直流人工湿地(VFCW)的渗透率及其主要功能受废水供应中悬浮固体(SS)的含量和化学需氧量(COD)的影响。在这项研究中,有三种运行条件被定义为“无堵塞”。 “部分阻塞”和“阻塞”。对21个VFCW的研究证实了这些条件之间的分析差异。 SS的含量,尤其是> 50 mm的颗粒,被认为起关键作用。这些颗粒的尺寸与主要发生渗漏的孔的尺寸相同。因此,它们的表面阻塞潜力很高。结论是,初步沉降的结构和大小必须确保沉降后SS的平均浓度不超过100 mg l(-1)。这项研究的结果表明,应将VFCW的面积设计为最大装载率为5 gm(-2)d(-1),COD装载量不应超过20 gm(-2)d(-1) 。 [参考:23]

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