Department of Water Engineering, College of Agriculture, Isfahan University of Technology, Isfahan 84156-83111, Iran.
Sci Total Environ. 2021 Dec 20;801:149615. doi: 10.1016/j.scitotenv.2021.149615. Epub 2021 Aug 13.
Water shortage and excessive use of water resources in arid and semi-arid regions, such as Iran, highlights the importance of using treated wastewater, especially for the highly demanding agricultural sector. Constructed wetlands (CWs) are among green technologies that offer an efficient and cost-effective wastewater treatment. This study investigates the complementary treatment of effluent from the Fooladshahr wastewater treatment plant, Isfahan, Iran, using pilot-scale CWs with horizontal (H-CW) and horizontal-vertical flow (HV-CW). The performance of two substrates, pumice and gravel, and the effect of using plants (Phragmites australis) was compared. Maximum removal efficiencies of total suspended solids (TSS) and biochemical oxygen demand (BOD) were observed in the case of unplanted and planted HV-CW with pumice bed, respectively. In the case of gravel bed, planted H-CWs demonstrated maximum chemical oxygen demand (COD) removal efficiency. The highest mean outflow concentrations for TSS, BOD and COD were obtained in unplanted H-CW with pumice bed, likely due to shorter retention times compared to HV-CWs, as well as due to the absence of plants providing the required physicochemical and biological conditions for high performance treatment. Phosphate (PO) removal efficiency demonstrated seasonal dependency, where the highest values were obtained in warm seasons. In the case of fecal coliforms (FC), no significant differences were observed between the studied HV-CWs during the whole study period. Based on our results, planted H-CW with gravel bed provided an optimum removal efficiency while requiring a smaller footprint and lower expenditure than HV-CWs. This study demonstrates the application of CWs as an affordable solution for treating domestic wastewater for various reuse application in developing countries with water crisis, such as Iran.
水资源短缺和干旱半干旱地区(如伊朗)水资源的过度利用,凸显了利用处理后废水的重要性,尤其是对高要求的农业部门而言。人工湿地(CWs)是一种绿色技术,可提供高效且具有成本效益的废水处理方法。本研究采用水平(H-CW)和水平-垂直流(HV-CW)的中试规模 CWs 对伊朗伊斯法罕 Fooladshahr 污水处理厂的出水进行了补充处理。比较了两种基质(浮石和砾石)和使用植物(芦苇)的效果。在未种植和种植的 HV-CW 中,浮石床的总悬浮固体(TSS)和生化需氧量(BOD)去除效率最高。在砾石床的情况下,种植的 H-CWs 表现出最高的化学需氧量(COD)去除效率。在未种植的 H-CW 中,TSS、BOD 和 COD 的平均流出浓度最高,这可能是由于与 HV-CWs 相比,停留时间较短,以及由于缺乏为高效处理提供所需物理化学和生物条件的植物。磷酸盐(PO)去除效率表现出季节性依赖性,在温暖季节获得的最高值。就粪便大肠菌群(FC)而言,在整个研究期间,研究中的 HV-CWs 之间没有观察到显著差异。根据我们的结果,种植有砾石床的 H-CW 提供了最佳的去除效率,同时需要的占地面积和支出比 HV-CWs 更小。本研究证明了 CWs 可作为一种经济实惠的解决方案,用于处理发展中国家(如伊朗)面临水资源危机的各种家庭废水,以实现各种再利用。