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Trihalomethane Reduction Using Ozonation

机译:使用臭氧化的三卤代甲烷减少

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Ozonation can be used in potable water treatment as an effective means to remove sulfide without generation of treatment residuals. The results of the study also revealed that ozonation of Central Florida groundwater can reduce trihalomethane (THM) concentration by 10 to 15 parts per billion (ppb) with an ozone dosage of 1 ppm over that required for sulfide oxidation. Orange County Utilities (OCU), Orlando Florida is developing a new 27 MGD potable water supply facility in the County's Southern Water Service Area. That new facility is the Southern Regional Water Supply Facility (SRWSF). The raw water source for the SRWSF is the lower Floridan aquifer. The use of ozone at the proposed SRWSF is being recommended as an effective treatment process for sulfide removal. At the location of the proposed SRWSF previous water quality analysis of the raw water from the test production well revealed total organic carbon (TOC) levels ranging from 1.4 to 2.4 ppm. The disinfection by-product (DBP) formation potential for this water was not previously tested. The DBP formation rate for ozonated raw water needed to be considered so that further evaluation of this treatment process and the distribution system's compliance with Stage 1 and 2 DBP limits could be made. Specifically, the goal of this work was to determine what effect ozonation has on THM and haloacetic acid (HAA) formation. Pilot scale ozone testing was performed during the week of November 26, 2007. Water was drawn at a rate of 5 MGD from a well at the SRWSF. The well was pumped for approximately 12 hours prior to pilot scale testing. Raw water sulfide ranged from 2 to 3 ppm. Oxidation of sulfide was found at the rate of 2.9 mg ozone applied per mg sulfide, well within the expected ozone dosage range. Without ozone, THM and HAA levels reached as high as 80 ppb and 35 ppb, respectively. Controlling the ozone dose to 1 ppm above the sulfide ozone demand lowered THM concentration by 10 to 15 ppb; a HAA decrease was not seen, but HAA levels were low at no more than 35 ppb. Further increasing the ozone dose to greater than 1 ppm above the sulfide ozone demand, both THM and HAA concentration were seen to rise. However, under all ozone dosage rates THM and HAA concentrations remained below the regulatory limits for THMs and HAAS of 80 and 60 ppb, respectively.
机译:臭氧化可用于饮用水处理,作为除去硫化物而不产生治疗残留的有效手段。该研究的结果还揭示了佛罗里达中部地下水的臭氧能量可以将三卤体(THM)浓度降低10至15分余量(PPB),其臭氧剂量为硫化物氧化所需的1ppm。 Orange County Utilities(OCU),奥兰多佛罗里达州在县南方水服务区开发了新的27 MGD饮用水供应设施。新设施是南方区域供水设施(SRWSF)。 SRWSF的原水源是较低的佛罗里达州含水层。建议使用在所提出的SRWSF处的臭氧作为硫化物去除的有效处理方法。在所提出的SRWSF的位置以前的水质分析来自试验生产的原水良好地显示出总有机碳(TOC)水平为1.4至2.4 ppm。此前没有测试这种水的消毒副产品(DBP)形成电位。需要考虑臭氧原水的DBP形成率,以便进一步评估该处理过程和分配系统对第1阶段和2个DBP限制的遵守情况。具体而言,这项工作的目标是确定臭氧化对THM和卤代乙酸(HAA)的形成。试验规模臭氧测试是在2007年11月26日的一周内进行的。在SRWSF的井中以5 mgd的速率绘制水。在先导尺度测试之前,井在大约12小时泵送。原水硫化物范围为2至3 ppm。以每镁硫化物施加的2.9mg臭氧的速率,在预期的臭氧剂量范围内氧化氧化氧化。没有臭氧,THM和HAA水平分别高达80 ppb和35 ppb。将臭氧剂量控制至1ppm以上,硫化物臭氧需求降低了10至15ppb;没有看到哈哈减少,但Haa水平低于35ppb。进一步将臭氧剂量增加到大于1ppm的高于硫化物臭氧需求,均均未被视为升高。然而,在所有臭氧剂量率下,THM和HAA浓度仍然低于80和60ppb的调节限制。

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