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An assessment of the performance of municipal constructed wetlands in Ireland

机译:爱尔兰市政人工湿地性能评估

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While performance assessments of constructed wetlands sites around the world have appraised their capacity for effective removal of organics, a large variance remains in these sites' reported ability to retain nutrients, which appears to depend on differences in design, operation and climate factors. Nutrient retention is a very important objective for constructed wetlands, to avoid eutrophication of aquatic environments receiving their effluents. This study assessed the performance of constructed wetlands in terms of nutrient retention and associated parameters under the humid conditions of Ireland's temperate maritime climate. A review of the performance of 52 constructed wetland sites from 17 local authorities aimed to identify the best performing types of constructed wetlands and the treatment factors determining successful compliance with environmental standards. Data analysis compared effluent results from constructed wetlands with secondary free surface flow or tertiary horizontal subsurface flow, hybrid systems and integrated constructed wetlands with those from small-scale mechanical wastewater treatment plants of the same size class. Nutrient concentrations in effluents of constructed wetlands were negatively correlated (p < .01) with specific area, i.e. the ratio of surface area and population equivalents. The latest generation of integrated constructed wetlands, which had applied design guidelines issued by the Department of the Environment, performed best Storm management design features improved treatment performance of constructed wetlands significantly (p < .05) for total suspended solids concentrations and exceedance frequency of limit values for total nitrogen. Mechanical wastewater treatment plants, secondary free surface water and tertiary horizontal subsurface flow wetlands showed a very large variance in effluent concentrations for organic and nutrient parameters. E coll numbers in effluents were lowest for integrated constructed wetlands with an arithmetic mean of 89 MPN/100 ml. Despite Ireland's humid climate, some constructed wetland sites achieved long or frequent periods of zero effluent discharge and thus did not transfer any waterborne pollution to their receptors during these periods.
机译:尽管对全球人工湿地场址的性能评估已经评估了其有效去除有机物的能力,但这些场址报告的养分保持能力仍然存在很大差异,这似乎取决于设计,运营和气候因素的差异。对于人工湿地来说,养分保留是一个非常重要的目标,以避免受到其排放的水生环境的富营养化。这项研究根据爱尔兰温带海洋气候潮湿条件下的养分保留和相关参数评估了人工湿地的性能。对来自17个地方当局的52个人工湿地场址的性能进行了审查,目的是确定性能最佳的人工湿地类型和确定成功符合环境标准的处理因素。数据分析比较了具有二次自由表面流或三次水平地下流的人工湿地,混合系统和综合人工湿地的污水结果,以及来自相同规模类别的小型机械废水处理厂的污水结果。人工湿地中污水中的养分浓度与特定面积(即表面积与人口当量之比)呈负相关(p <0.01)。应用了环境部发布的设计指南的最新一代综合人工湿地表现出最佳的暴风雨管理设计功能,可显着改善人工湿地的处理性能(p <.05),以达到总悬浮固体浓度和超过限值的频率总氮值。机械废水处理厂,二次自由地表水和三次水平地下流湿地在有机和养分参数方面的废水浓度差异很大。对于综合人工湿地,污水中的E coll数最低,算术平均值为89 MPN / 100 ml。尽管爱尔兰气候湿润,但一些人工湿地站点长期或频繁地实现了零污水排放,因此在这段时期内没有将任何水污染转移到其接收者。

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