首页> 外文会议>International Conference on Smart Grid Communications;SmartGridComm 2012;IEEE International Conference on Smart Grid Communications >Mitigation of Anoxic Hypolimnetic Water in a Drinking Water Reservoir by Bottom Water Withdrawal and Treatment - Bench-Scale Ozone Test and Full-Scale Water Treatment
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Mitigation of Anoxic Hypolimnetic Water in a Drinking Water Reservoir by Bottom Water Withdrawal and Treatment - Bench-Scale Ozone Test and Full-Scale Water Treatment

机译:底水戒断及治疗饮用水储层中缺氧低压水的减轻 - 长凳臭氧试验及全规模水处理

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Due to thermal stratification followed by the development of anoxic hypolimnion, accumulation of reduced constituents, including sulfide, manganese, ammonia, as well as phosphate, was noticed in the Walnut Canyon Reservoir (WCR), a drinking water reservoir in the city of Anaheim, in the summer of 2010. In order to minimize the risks associated with these constituents, withdrawal of the anoxic water and its treatment using an existing ozonation facility in the Lenain water treatment plant (LWTP) was considered as an effective mitigation option. First, a bench-scale ozone test was conducted to determine the ozone demand and the mass ratio between ozone and sulfide to achieve treatment targets based on the odor threshold of sulfide (0.05 mg/L) and the secondary maximum contaminant level for manganese (0.05 mg/L). An ozone to sulfide mass ratio of 2:1 was found to be sufficient to reduce the sulfide concentrations to below 0.05 mg/L, which is lower than published values (3:1 to 4:1). In order to remove manganese, more ozone was required (ozone:sulfide ≈ 2.6:1), although over-oxidation of manganese occurred when a higher ozone-to-sulfide mass ratio, such as 3:1, was used. Based on these results, the anoxic bottom water was withdrawn from the lowest intake (30 m below the water level) in the WCR, blended with bypass water (5% bottom + 95% bypass) and treated by a treatment train consisting of pre-chlorination, coagulation, flocculation, clarification, intermediate ozonation, filtration, and post-chlorination in the LWTP. Majority of sulfide was removed or volatilized during coagulation, flocculation, and clarification. Sulfide was not detected (<0.005 mg/L) after ozonation. The applied ozone dose was 0.75 mg/L. Manganese was removed by about 40% by clarification, and an additional manganese removal (up to 20%) was achieved by ozonation. In finished water, manganese concentration was around 0.03 and 0.04 mg/L. Bromate was not detected (<0.005 mg/L) in ozonated water or finished water.
机译:由于热分层,随后开发缺氧低估,在核桃峡谷储层(WCR)中,在Anaheim市的饮用水水库中,在核桃峡谷储层(WCR)中,含有硫化物,锰,氨以及磷酸盐,包括硫化物,锰,氨的累积,包括硫化物,锰,氨,在2010年夏天。为了最大限度地减少与这些成分相关的风险,将缺氧水的撤离及其在莱特水处理厂(LWTP)中使用现有的臭氧设施的治疗被认为是有效的缓解选择。首先,进行了替代臭氧试验以确定臭氧和硫化物之间的质量比,以基于硫化物的气味阈值(0.05mg / L)和锰的二次最大污染物水平来实现治疗靶标(0.05 mg / l)。发现臭氧的硫化物质量比为2:1是足以将硫化物浓度降低至低于发表值(3:1至4:1)的0.05mg / L的0.05mg / L.为了去除锰,需要更多的臭氧(臭氧:硫化物≈2.6:1),尽管当使用更高的臭氧 - 硫化物质量比,例如3:1时,锰的过度氧化发生。基于这些结果,从WCR中的最低摄入量(水位低30米)中取出缺氧底水,与旁路水(5%底部+ 95%旁路)混合,并由由预先组成的处理火车处理氯化,凝血,絮凝,澄清,中间臭氧化,过滤和LWTP中的后氯化。在凝固,絮凝和澄清期间除去大部分硫化物或挥发挥发。在臭氧化后未检测到硫化物(<0.005mg / L)。所涂覆的臭氧剂量为0.75mg / L.通过澄清将锰除去约40%,通过臭氧化实现额外的锰去除(高达20%)。在成品中,锰浓度约为0.03和0.04mg / L.未在臭氧水或成品中检测到溴酸盐(<0.005mg / L)。

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