Zhou Xiaoqin, Guo Hao, Li Zifu, Zhao Junyuan, Yun Yupan
School of Civil and Environmental Engineering, Beijing Key Laboratory of Resource-oriented Treatment of Industrial Pollutants, University of Science and Technology Beijing, Beijing 100083, PR China.
School of Civil and Environmental Engineering, Beijing Key Laboratory of Resource-oriented Treatment of Industrial Pollutants, University of Science and Technology Beijing, Beijing 100083, PR China.
Ultrason Sonochem. 2015 Nov;27:81-86. doi: 10.1016/j.ultsonch.2015.05.002. Epub 2015 May 9.
A self-designed continuous-flow ultrasound/ultraviolet (US/UV) baffled reactor was tested in this work, and the disinfection efficiency of secondary effluent from a wastewater treatment plant (WWTP) was investigated in terms of the different locations of ultrasonic transducers inside the reactor under similar input power densities and specific energy consumptions. Results demonstrated that the two-stage simultaneous US/UV irradiation in both chambers 2 and 3 at a flow rate of 1200 L/h performed excellent disinfection efficiency. It achieved an average feacal coliforms concentration of 201±78 colony forming unit (CFU)/L in the effluent and an average of (4.24±0.26) log10 reduction. Thereafter, 8 days of continuous operation was performed under such a condition. A total of 31 samples were taken, and all the samples were analyzed in triplicate for feacal coliforms analysis. Experimental results showed that feacal coliforms concentrations remained at about 347±174 CFU/L under the selected optimum disinfection condition, even if the influent concentrations fluctuated from 3.97×10(5) to 3.57×10(6) CFU/L. This finding implied that all effluents of continuous-flow-baffled-reactor with simultaneous US/UV disinfection could meet the requirements of the discharge standard of pollutants for municipal WWTP (GB 18918-2002) Class 1-A (1000 CFU/L) with a specific energy consumption of 0.219 kWh/m(3). Therefore, the US/UV disinfection process has great potential for practical applications.
本研究测试了自行设计的连续流超声/紫外线(US/UV)折流板反应器,在相似的输入功率密度和比能耗条件下,根据超声换能器在反应器内的不同位置,研究了某污水处理厂二级出水的消毒效率。结果表明,在流量为1200 L/h时,在第2和第3两个腔室进行两级同时US/UV辐照,消毒效率极佳。其出水粪大肠菌群平均浓度为201±78菌落形成单位(CFU)/L,平均对数去除率为(4.24±0.26)log10。此后,在此条件下进行了8天的连续运行。共采集31个样品,所有样品均进行了三次粪大肠菌群分析。实验结果表明,即使进水浓度在3.97×10(5)至3.57×10(6) CFU/L之间波动,在所选择的最佳消毒条件下,粪大肠菌群浓度仍保持在约347±174 CFU/L。这一发现表明,采用同时US/UV消毒的连续流折流板反应器的所有出水均能满足城镇污水处理厂污染物排放标准(GB 18918-2002)一级A标准(1000 CFU/L)的要求,比能耗为0.219 kWh/m(3)。因此,US/UV消毒工艺具有很大的实际应用潜力。