污水处理厂中用于除磷的铝污泥填料过滤器作为抛光系统

IF 0.3 4区 环境科学与生态学 Q4 ENGINEERING, CIVIL
M. Garzón-Zúñiga, J. A. Navarro-Franco, Iván Moreno Andrade
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引用次数: 0

摘要

近年来,利用饮用水处理厂的残铝污泥(al -污泥)进行除磷的评价,显示出高效的效果。然而,大多数研究都是使用合成水进行的。只有少数工作将这种方法应用于实际废水(WW),并且没有一种方法在中试规模的分散式污水处理厂(WWTP)中进行连续模式测试,作为抛光步骤。本文的目的是在一个中试规模的分散式污水处理厂中,评估一个浸没式过滤器的性能,该过滤器填充了残余铝污泥床,作为去除磷的抛光系统。该研究通过对合成废水和真实废水进行批量和连续试验,在实验室规模上确定了除磷能力,并评估了保留时间的影响。在此基础上,建立了一个al -污泥浸入式过滤器(al -污泥过滤器),并对其进行了中试,作为分散式污水处理厂出水的抛光步骤进行了评估。结果表明,在实际WW的连续测试中,在停留时间为120 min的情况下,al污泥过滤器的除磷能力为2.55 mg P-PO43-∙L-1。在运行的前20天,al污泥过滤器作为抛光系统的平均去除率为94%±8%,出水浓度低于0.50 mg P-PO43-∙L-1。在接下来的17天里,该系统平均去除85%±9%,出水浓度低于1.0 mg P-PO43-∙L-1。从运行第32天起,去除率为63.6%±10.7%,平均出水浓度为2.20±0.39 mg P-PO43-∙L-1。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Filter packed with Al-sludge waste for Phosphorus removal as a polishing system in a wastewater treatment plant
Recently, using residual Aluminum sludge (Al-sludge) from drinking water treatment plants for Phosphorus removal has been assessed and it has shown to be highly efficient. However, most of the studies have been conducted using synthetic water. Only a few works have applied this method to real wastewater (WW), and none of them have been tested in continuous mode, as a polishing step, in a pilot-scale, decentralized wastewater treatment plant (WWTP). This paper aimed to evaluate the performance of an immersed filter packed with a bed of residual Al-sludge as a polishing system for Phosphorous removal, in a pilot-scale, decentralized WWTP. The study determined at laboratory-scale the capacity for Phosphorus removal through batch and continuous tests using both synthetic and real wastewater and evaluated the effect of retention time. Based on the results, an Al-sludge immersed filter (Al-sludge Filter) at pilot-scale was constructed, implemented, and evaluated as a polishing step for the effluent of a decentralized-WWTP. The results showed that during continuous testing with real WW, the Phosphorus removal capacity was 2.55 mg P-PO43-∙L-1 using a retention time of 120 min. The Al-sludge filter as a polishing system presented an average removal efficiency of 94% ± 8% and an effluent concentration of under 0.50 mg P-PO43-∙L-1 during the first 20 operational days. For the next 17 days, the system removed 85% ± 9% on average, showing an effluent concentration of under 1.0 mg P-PO43-∙L-1. From operational day 32 onwards, the removal efficiency was 63.6% ± 10.7%, with an average effluent concentration of 2.20 ± 0.39 mg P-PO43-∙L-1.
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来源期刊
Tecnologia Y Ciencias Del Agua
Tecnologia Y Ciencias Del Agua ENGINEERING, CIVIL-WATER RESOURCES
CiteScore
0.60
自引率
0.00%
发文量
0
审稿时长
>12 weeks
期刊介绍: Published by the Mexican Institute of Water Technology, Water Technology and Sciences (Tecnología y ciencias del agua) is a highly specialized journal which reflects two important characteristics: The interdisciplinary nature of its articles and notes. The international scope of its authors, editors, reviewers, and readers. It constitutes the continuity of the journal Irrigación en México (Irrigation in Mexico) (1930-1946); Ingeniería hidráulica en México (Hydraulic Engineering in Mexico) (1947-1971); Recursos hidráulicos (Hydraulic Resources) (1972-1978), and Ingeniería hidráulica en México, second period (1985-2009). The journal is aimed at researchers, academics, and professionals who are interested in finding solutions to problems related to the water. The journal’s contents are interdisciplinary and contain previously unpublished articles and notes that offer original scientific and technological contribution that are developed in the fields of knowledge related to the following disciplines: Water and energy. Water quality. Hydro-agricultural sciences. Political and social science. Water management. Hydrology. Hydraulics.
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