Kim H, Kwon S, Han S, Yu M, Gong S, Colosimo M F
The University of Seoul, Dept. of Environmental Engineering, Seoul, Korea.
Water Sci Technol. 2006;53(4-5):431-8. doi: 10.2166/wst.2006.099.
Due to its efficiency and relatively low capital demanding, many wastewater treatment plants have applied chlorination for disinfection of treated wastewater before discharging it. However, determination of optimal doses of chlorine for chlorination and sulfite for dechlorination, which removes residual chlorine, should made to guarantee complete destruction of microorganisms in treated wastewater and to protect aquatic life in a receiving stream. In this study, a new ORP/pH based approach to determine endpoints of breakpoint chlorination and of dechlorinating titration and to optimize doses of chlorine and sulfite. In this new method, significant points on the ORP and pH profiles occurring during the titrations for chlorination and dechlorination were utilized to determine chlorine demand and sulfite dosage.
由于其效率高且资本需求相对较低,许多污水处理厂在排放处理后的废水之前都采用氯化法对其进行消毒。然而,应该确定用于氯化的最佳氯剂量以及用于脱氯(去除残留氯)的亚硫酸盐剂量,以确保处理后的废水中的微生物被完全消灭,并保护接纳水体中的水生生物。在本研究中,提出了一种基于氧化还原电位(ORP)/pH的新方法,用于确定折点氯化和脱氯滴定的终点,并优化氯和亚硫酸盐的剂量。在这种新方法中,利用氯化和脱氯滴定过程中ORP和pH曲线的显著点来确定氯需求量和亚硫酸盐用量。