莫桑比克克利马内适当的固体废物管理系统:研究和设计一个小型塑料分类和废水处理中心

Francesca Villa, Giovanni Vinti, Mentore Vaccari
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引用次数: 8

摘要

适当的固体废物管理战略对于避免严重的环境和卫生影响是必要的,特别是在低收入国家。如果执行行为体得到科学研究的支持,这些战略最有可能成功。在本文中,介绍并讨论了地方当局和研究人员之间的合作结果,即对莫桑比克克利马内市的废物产生进行评估,整合现有和现场收集的数据,并设计了一个小型塑料分类中心,以补充该市的SWM系统。该中心预计将接收约0.3-0.4吨/天的塑料垃圾(占克利马内每天产生的塑料垃圾总量的5%-7%)。由于长期可持续性是一个典型的问题,因此操作的简单性是该中心设计的主要原则;此外,该设计还包括一个污水处理厂(WWTP),其管理通常在此类干预措施中被忽视。其中,自然污水处理(人工湿地)因其可负担性而被选择。值得注意的是,在与小型塑料分拣厂相关的科学文献中,所谓的污水处理厂似乎是一种新奇的东西。该系统设计处理平均流量为6 m3/天,由化粪池和地下流人工湿地组成。总体而言,COD(化学需氧量)和TSS(总悬浮物)去除率分别高于80%和90%。在此基础上,该中心和污水处理厂均已成功实现,并等待投入运营。作者认为,所实施的程序可为更广泛的调查和调查提供参考。
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Appropriate solid waste management system in Quelimane (Mozambique): study and design of a small-scale center for plastic sorting with wastewater treatment

Appropriate solid waste management (SWM) strategies are necessary to avoid severe environmental and sanitary impacts, especially in low-income countries. Such strategies are most likely to succeed whether implementing actors are supported by scientific research. In this paper, the results of a collaboration between local authorities and researchers are presented and discussed that are the assessment of waste generation in the city of Quelimane (Mozambique), integrating existing and field-collected data and the design of a small-scale center for plastic sorting to complement the SWM system of the city. The center is expected to receive about 0.3–0.4 t/day of plastic waste (5%–7% of the overall amount of plastic waste daily produced in Quelimane). As long-term sustainability represents a typical issue, simplicity of operation was a leading principle in the design of the center; moreover, the design included a treatment plant (WWTP) for generated wastewater, whose management is usually neglected in such interventions. Among others, natural wastewater treatment (constructed wetlands) has been chosen for its affordability. Noteworthy, the so-conceived WWTP appears as a novelty in the scientific literature associated with small-scale plastic sorting plants. The system is designed to treat an average flow of 6 m3/day and consisted of a septic tank followed by a subsurface flow constructed wetland. Overall, the COD (chemical oxygen demand) and TSS (total suspended solids) removal higher than 80% and 90% were estimated, respectively. Based on this work, both the center and the WWTP were successfully realized, which are waiting to become operational. In the authors’ opinion, the implemented procedure could become a reference for broader investigations and surveys.

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