Chazarenc F, Brisson J, Comeau Y
Institut de Recherche en Biologie Végétale, Université de Montréal 4101, rue Sherbrooke Est, Montréal (Québec) Canada H1X 2B2.
Water Sci Technol. 2007;56(3):109-15. doi: 10.2166/wst.2007.499.
The current best option to upgrade constructed wetlands (CWs) for phosphorus (P) retention, in terms of efficiency, cost and simplicity, consists in using media having a strong P affinity. The media can be used either in the planted beds or in a filtration system downstream of the beds. The use of slag filters was shown to be efficient for removing P from wastewater as it represented a slow release source of calcium and hydroxide, favouring the formation of hydroxyapatite. Our study aimed at maximising the P retention capacity of slag filters located at the outlet of CWs since electric arc furnace slag has been shown to inhibit the growth of macrophytes when used in the filtration matrix. Bench-scale columns (Vtot = 6.2 L) filled with various combinations of filter media (slag, granite, limestone) of different sizes (2-5, 5-10, 10-20 mm) were fed on-site during four months with a CW effluent (in mg/L: 30 COD, 30 TSS, 10 Pt). Results showed that the best media combination enabling the maximum o-PO4 retention (more than 80% removal without clogging) consisted in a series of a ternary mix column (slag 5-10 mm, granite 2-5 mm, limestone 5-10 mm) followed by a slag column (slag 5-10 mm). Pilot scale columns (Vtot = 300 L), filled with the best media combination, were installed at the outlet of a 28 m2 CW. These columns showed more than 75% removal efficiency during one year and were designed to be easily replaced each year.
就效率、成本和简易性而言,目前升级人工湿地(CWs)以实现磷(P)截留的最佳选择是使用对磷具有强亲和力的介质。该介质可用于种植床或床下游的过滤系统。矿渣过滤器被证明对去除废水中的磷有效,因为它是钙和氢氧化物的缓释源,有利于羟基磷灰石的形成。我们的研究旨在使位于人工湿地出水口的矿渣过滤器的磷截留能力最大化,因为电弧炉矿渣用于过滤基质时已被证明会抑制大型植物的生长。在四个月的时间里,用人工湿地出水(单位:mg/L:化学需氧量30、总悬浮物30、总磷10)对装有不同尺寸(2 - 5、5 - 10、10 - 20毫米)的各种过滤介质组合(矿渣、花岗岩、石灰石)的实验室规模柱体(总体积 = 6.2升)进行现场进水。结果表明,能实现最大正磷酸盐截留(去除率超过80%且不堵塞)的最佳介质组合是一系列三元混合柱体(5 - 10毫米的矿渣、2 - 5毫米的花岗岩、5 - 10毫米的石灰石)之后接一个矿渣柱体(5 - 10毫米的矿渣)。装有最佳介质组合的中试规模柱体(总体积 = 300升)安装在一个28平方米的人工湿地出水口。这些柱体在一年时间里显示出超过75%的去除效率,并且设计为每年易于更换。