Department of Civil, Structural and Environmental Engineering, Museum Building, Trinity College Dublin, College Green, Dublin 2, Ireland.
Department of Civil, Structural and Environmental Engineering, Museum Building, Trinity College Dublin, College Green, Dublin 2, Ireland.
J Environ Manage. 2022 Feb 15;304:114199. doi: 10.1016/j.jenvman.2021.114199. Epub 2021 Dec 1.
On-site domestic wastewater treatment systems (DWTS) are used by a significant fraction of the world's population and are used by one third of the population in Ireland. The effective operation of these DWTS requires regular desludging and so knowledge of expected filling rates is essential for both the homeowner as well as the municipalities which accept this sludge in licensed premises; yet few studies have attempted to quantify the sludge accumulation in such decentralized systems. Field studies were carried out on 27 septic tanks across Ireland to quantify sludge accumulation rates from which optimum desludging frequencies for use in Ireland have then been determined. Sludge accumulation was found to be very high in the first 12 months of system operation (approximately 250 L/person/y) but dropped off to below 150 L/person/y after 2 years. Such volumetric accumulation rates appear high compared to the few other reported international studies; however, measured solids accumulation rates, were low compared to international estimates, ranging from 1 to 10 kg/person/y. An equation for optimal desludging frequencies between 3 and 5 years has been formulated for various tank sizes and occupancy based on the Irish field data and previous international research - 5 years being the maximum allowable interval between desludging before the limiting volume of 50% sludge in the tank is reached.
现场生活污水处理系统(DWTS)被世界上很大一部分人口使用,爱尔兰有三分之一的人口使用这种系统。这些 DWTS 的有效运行需要定期清淤,因此对于房主和接收这种在许可场所中污泥的市政当局来说,了解预期的填充率是至关重要的;然而,很少有研究试图量化这种分散式系统中的污泥积累。在爱尔兰进行了 27 个化粪池的现场研究,以量化污泥积累率,然后确定了在爱尔兰使用的最佳清淤频率。研究发现,在系统运行的头 12 个月中,污泥积累量非常高(约 250 升/人/年),但在 2 年后降至 150 升/人/年以下。与少数其他已报道的国际研究相比,这种体积积累率似乎很高;然而,与国际估计相比,测量的固体积累率较低,范围从 1 至 10 公斤/人/年。根据爱尔兰的现场数据和以前的国际研究,已经为各种罐尺寸和入住率制定了 3 至 5 年之间的最佳清淤频率公式 - 5 年是在达到罐中 50%污泥的限制体积之前允许的最大清淤间隔。