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Design-support and performance estimation using HYDRUS/CW2D: a horizontal flow constructed wetland for polishing SBR effluent

机译:使用HYDRUS / CW2D进行设计支持和性能评估:水平流人工湿地,用于抛光SBR废水

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The 4,000 PE (700 m(3)/d) wastewater treatment plant at Balf, Hungary was based on sequencing batch reactor technology with phosphorus precipitation as the tertiary step. Its effluent met quality thresholds on average, with above-threshold peaks mainly in winter. The HYDRUS/CW2D model package (PC Progress s.r.o.) was used to simulate the treatment performance of a horizontal flow constructed wetland for polishing effluent. The goal of this study was to provide design-supportive information about the suitability of the proposed wetland and to prove the applicability of the computational tool used to gain that information. The simulations showed that the wetland with the proposed layout could not tackle peaks in NH4-N. Other effluent thresholds could be met, including chemical oxygen demand (COD), biochemical oxygen demand (BOD5), total nitrogen, total inorganic nitrogen and total phosphorus. The tool was unable to simulate COD and BOD5 removal in periods when the electron acceptors were depleted because anaerobic processes are not modelled. Using a tool of such complexity for designing carries excessive work demands and involves many uncertainties. The simulation study highlighted that the model used could still facilitate the design of an effective system by showing the weaknesses of a test scenario as it was demonstrated.
机译:匈牙利Balf的4,000 PE(700 m(3)/ d)废水处理厂基于测序间歇反应器技术,其中磷沉淀为第三步。其废水平均达到质量阈值,高于阈值的峰值主要发生在冬季。使用HYDRUS / CW2D模型程序包(PC Progress s.r.o.)来模拟水平流人工湿地用于净化废水的处理性能。这项研究的目的是提供有关拟议湿地的适宜性的设计支持信息,并证明用于获取该信息的计算工具的适用性。模拟结果表明,采用拟议布局的湿地无法解决NH4-N的峰值。可以满足其他废水阈值,包括化学需氧量(COD),生化需氧量(BOD5),总氮,总无机氮和总磷。由于没有模拟厌氧过程,该工具无法模拟电子受体耗尽期间的COD和BOD5去除。使用如此复杂的工具进行设计会带来过多的工作需求,并带来许多不确定性。仿真研究强调,所使用的模型通过展示所证明的测试方案的弱点,仍然可以促进有效系统的设计。

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