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ENHANCED COAGULATION DOESN'T HAVE TO BREAK THE BANK: YOU CAN PRODUCE HIGHER QUALITY WATER AND CUT YOUR BUDGET

机译:增强的凝聚力无需打破银行的局面:您可以生产出更高质量的水,并削减预算

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The City of Houston has tested many coagulants over the past several years in anticipation of thenecessity for enhanced coagulation required by the D/DBP Rule. Many coagulants have shown promisingresults, but one coagulant in particular has been able to enhance water quality and provide a higher levelof TOC removal. These benefits have been realized without the increased costs traditionally associatedwith enhanced coagulation processes.Previous enhanced coagulation studies confirmed that depressing the pH of the raw water was aneffective way to enhance TOC removal. In these earlier studies, the reduced coagulation pH was achievedthrough one of two methods, either through acid addition, or through the addition of excess coagulant (aless effective method for adjusting the pH). Enhanced coagulation may solve the problem of removingTOC, but it creates other problems that must be dealt with. Operators implementing enhanced coagulationmeasures must be careful not to start a cycle of reactionary chemical adjustments, or they may find theirchemical cost spiraling out of control. The more coagulant added, the more lime or caustic needed tostabilize the finished water. As the alum dosage is increased, so does the amount of sludge produced. Andwhere post filtration pH adjustment is needed, significant pH adjustments can result in post precipitationcausing an increase in the finished water turbidity. All of these problems are significantly attenuated whenusing an acidified alum product.Plant scale tests using acidified alum have shown that the overall TOC removal could beincreased by 15%, or more, compared to traditional alum treatment. In plant scale studies it was foundthat the alum dosage, (acid alum vs. standard alum, on a dry basis) could be reduced significantly, asmuch as 40% depending on raw water conditions. Water treated with acidified alum produced a moredense and settleable floc than water treated with a comparable amount of standard alum. Less sludge wasproduced while achieving a higher quality finished water.The initial plant trial was conducted during mid and late summer, a time that historically has themost difficult to remove TOC and the highest potential for DBP formation. The total DBPs formed duringthe trial were significantly lower than in previous years, even though only half of the plant was usingacidified alum. Perhaps the most significant, and unexpected, benefit to using an acidified alum productwas a marked improvement in the settled water filterability. The filterability improved to the point thatthe Phase IV Partnership goals for filter ripening following backwash are now a realistic and anachievable goal. During the trial it was found that the coagulation pH using acidified alum was onlyslightly lower than that of the coagulation pH for the process using standard alum. No significant increasewas necessary in the lime or caustic feed to achieved stability pH, however it was found that applying thelime further into the process yielded an even greater TOC reduction.Using acidified alum will not require additional feed equipment, but will require feed equipmentthat is compatible with an acid based product. Acidified alum is more aggressive than standard alum andrequires more care in handling. Equipment that meets the design specifications for standard alum willprobably not require modifications, but an evaluation of the existing feed system is recommended toinsure the equipment is in good working order and that it is indeed compatible with the more aggressiveacid based product. Evaluation of the data collected during the plant trial suggests that an acidified alumproduct can be used to achieve higher quality water at a reduced overall operating cost. The City ofHouston is continuing to evaluate the benefits of using an acidified alum product. As the trials continueand the benefits are quantified, the City expects that acidified alum will replace standard alum in the Cityof Houston's treatment facilities.
机译:休斯顿市在过去的几年中已经对许多混凝剂进行了测试,以期达到预期的效果。 D / DBP规则要求增强凝血功能的必要性。许多混凝剂显示出良好的前景 结果,但一种凝结剂尤其能够改善水质并提供更高的水平 去除TOC。无需传统上增加的成本即可实现这些好处 具有增强的凝血过程。 先前的强化混凝研究证实,降低原水的pH值是 增强TOC去除率的有效方法。在这些较早的研究中,降低了凝结pH 通过两种方法之一,要么通过添加酸,要么通过添加过量的凝结剂( 不太有效的方法来调节pH)。增强的凝结可以解决去除的问题 TOC,但它会带来其他必须解决的问题。操作员实施增强凝血功能 措施必须小心,不要启动反应性化学调整的循环,否则它们可能会发现 化工成本急剧上升而无法控制。添加的凝结剂越多,则需要的石灰或苛性碱就越多。 稳定成品水。随着明矾剂量的增加,产生的污泥量也增加。和 需要过滤后调节pH值的地方,大量的pH值调节会导致沉淀后 导致成品水浊度增加。所有这些问题在以下情况下都得到了显着缓解: 使用酸化的明矾产品。 使用酸化明矾的工厂规模测试表明,总的TOC去除量可以达到 与传统明矾处理相比,增加了15%或更多。在植物规模研究中发现 明矾用量(酸性明矾与标准明矾,以干基计)可以显着降低,因为 高达40%,具体取决于原水条件。用酸化明矾处理的水产生更多 比用相当数量的标准明矾处理过的水致密且可沉降的絮凝物。污泥减少了 在获得更高质量的成品水的同时生产。 最初的工厂试验是在夏末和夏末进行的,从历史上看, 最难去除的TOC,形成DBP的潜力最大。在此期间形成的DBP总数 即使只有一半的工厂正在使用,该试验也明显低于前几年 酸化的明矾。使用酸化明矾产品也许是最重要,也是最出乎意料的好处 是沉降水过滤能力的显着改善。可过滤性提高到 现在,第四阶段合作伙伴关系的目标是在反冲洗后过滤器成熟,这是现实的, 可实现的目标。在试验过程中,发现使用酸化明矾的凝结pH仅 略低于使用标准明矾的工艺的凝结pH值。无明显增加 为了达到稳定的pH值,石灰或苛性碱进料中必不可少的。 石灰进一步进入工艺过程,可以进一步降低总有机碳含量。 使用酸化明矾将不需要额外的饲料设备,但是将需要饲料设备 与基于酸的产品兼容。酸化明矾比标准明矾更具侵略性, 需要在处理上多加注意。符合标准明矾设计规范的设备将 可能不需要修改,但建议对现有的供稿系统进行评估,以 确保设备处于良好的工作状态,并且确实与更具侵略性的设备兼容 酸基产品。对工厂试验期间收集的数据的评估表明,酸化的明矾 该产品可用于以较低的总体运营成本获得更高质量的水。的城市 休斯顿正在继续评估使用酸化明矾产品的好处。随着审判的继续 并且收益是量化的,纽约市预计酸化明矾将取代纽约市的标准明矾。 休斯敦的治疗设施。

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