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Start-up of a 3 Stage Bardenpho WWTP with a MLSS Sidestream Fermenter

机译:带有MLSS侧流发酵罐的三级Bardenpho污水处理厂的启动

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Lawrence, Kansas has been planning for expansion of its wastewater treatment plant for more than 15 years. Two master planning exercises have revealed that the existing collections system could not support expansion and delivery of sewage to its existing Kansas River Plant, so a new site on the Wakarusa River was selected. The Kansas Department of Health and Environment (KDHE) required the new facility to meet nutrient removal limits of 10 mg/L TN and 1 mg/L TP. This paper documents the start-up of this facility and tracks the start-up of a MLSS sidestream fermentation process. The influent wastewater is characterized as being a fresh sewage, and even with a 3 mile force main to the site, the sewage is still low in rapidly biodegradable COD (rbCOD). The low influent rbCOD would not support good long-term biological phosphorus removal performance with conventional designs. The MLSS sidestream fermentation process is a second-generation design and is demonstrating its capability to overcome the lack of influent rbCOD to produce a reliable low total phosphorus effluent concentration. From Sept 1, 2018 through January 31, 2018 the effluent TP averaged 0.14 mg/L. The Wakarusa River wastewater treatment plant does not have effluent filtration and has not added any chemical carbon supplementation or ferric chloride to augment BPR. The facility has experienced significant influent dilution from a very wet fall and winter, and BPR has not been adversely impacted which does routinely occur in convention flow-through BPR systems. This paper will present both laboratory monitoring data and continuous monitoring data collected at the site. MLSS sidestream fermentation has proven its ability to weather storms and high flow events while providing consistent reliable performance.
机译:堪萨斯州劳伦斯市已计划扩建其废水处理厂超过15年。两项总体规划工作表明,现有的收集系统无法支持污水向其现有的堪萨斯河工厂的扩展和输送,因此选择了瓦卡鲁萨河上的一个新地点。堪萨斯州卫生与环境部(KDHE)要求新设施满足10 mg / L TN和1 mg / L TP的营养去除极限。本文记录了该设施的启动,并跟踪了MLSS侧流发酵过程的启动。流入的废水的特征是新鲜的污水,即使以3英里的力为主,污水中的可快速生物降解的COD(rbCOD)仍然很低。常规设计的低进水rbCOD不能支持良好的长期生物除磷性能。 MLSS侧流发酵工艺是第二代设计,显示了其克服流入的rbCOD不足以产生可靠的低总磷流出物浓度的能力。从2018年9月1日到2018年1月31日,污水处理厂的TP平均为0.14 mg / L。瓦卡鲁萨河废水处理厂没有污水过滤,也没有添加任何化学碳补充剂或氯化铁来增加BPR。在非常潮湿的秋季和冬季,该设施已受到大量进水稀释,并且BPR并未受到不利影响,这在常规的流通BPR系统中通常会发生。本文将介绍实验室监测数据和在现场收集的连续监测数据。 MLSS侧流发酵已证明具有抵御暴风雨和高流量事件的能力,同时提供一致的可靠性能。

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