Department of Environmental Health, Urmia University of Medical Sciences, Urmia, Iran.
Environ Technol. 2011 Apr;32(5-6):499-506. doi: 10.1080/09593330.2010.504235.
Phosphorus is the key element to remove from aquatic environments to limit the growth of aquatic plants and algae and, thus, to control eutrophication. Because the upflow sludge blanket filtratio' (USBF) process, without addition of metal salts, entails low efficiency for phosphorus removal, we added an anaerobic reactor to the USBF bioreactor in order to promote the simultaneous removal of phosphorus and nitrogen from wastewater. The results revealed that the anaerobic/USBF bioreactor had a phosphorus removal efficiency up to 86%, with a sludge retention time (SRT) of 10 days, a hydraulic retention time (HRT) of 24 hours and an optimum COD/N/P ratio of 100/5/1. This ratio also improved the compaction quality of the sludge blanket in the USBF clarifier. The average specific phosphate uptake rate in the aerobic zone and the average specific phosphate release rate in the anaerobic reactor were 0.014 mg PO4-P removed/(g VSS x min) and 0.0525 mg PO4-P released/(g VSS x min), respectively. Secondary phosphorus release in the USBF clarifier was heightened with increasing HRT. Hence, the optimum total HRT can be selected between 16 and 24 hours based on effluent quality. Effluent phosphorus of about 1 mg/L was provided for wastewater with the COD/N/P ratio of 100/5/1 at the sludge age of 10 days and total HRT of 16 hours. This study illustrated that the anaerobic/USBF bioreactor at the optimum operational conditions can be an effective process for phosphorus removal from municipal wastewater.
磷是从水生环境中去除的关键元素,以限制水生植物和藻类的生长,从而控制富营养化。由于上流式污泥床过滤(USBF)工艺不添加金属盐,除磷效率较低,因此我们在 USBF 生物反应器中添加了一个厌氧反应器,以促进从废水中同时去除磷和氮。结果表明,厌氧/USBF 生物反应器的磷去除效率高达 86%,污泥停留时间(SRT)为 10 天,水力停留时间(HRT)为 24 小时,最佳 COD/N/P 比为 100/5/1。该比例还改善了 USBF 澄清器中污泥毯的压实质量。好氧区的平均比磷酸盐摄取率和厌氧区的平均比磷酸盐释放率分别为 0.014 mg PO4-P 去除/(g VSS x min)和 0.0525 mg PO4-P 释放/(g VSS x min)。随着 HRT 的增加,USBF 澄清器中的二次磷释放增加。因此,根据出水质量,可以在 16 至 24 小时之间选择最佳总 HRT。在污泥龄为 10 天且总 HRT 为 16 小时的情况下,对于 COD/N/P 比为 100/5/1 的废水,出水磷约为 1 mg/L。本研究表明,在最佳运行条件下,厌氧/USBF 生物反应器可以成为从城市废水中去除磷的有效工艺。