School of Civil and Environmental Engineering, Cornell University, Ithaca, NY 14853, USA.
Water Res. 2011 May;45(10):3075-84. doi: 10.1016/j.watres.2011.03.021. Epub 2011 Mar 21.
The sedimentation rate and the post-sedimentation residual turbidity of flocculated suspensions are properties central to the design and operation of unit processes following flocculation in a water treatment plant. A method for comparing flocculation performance based on these two properties is described. The flocculation residual turbidity analyzer (FReTA) records the turbidity of flocculent suspensions undergoing quiescent settling. The fixed distance across which flocs must travel to clear the measurement volume allows sedimentation velocity distributions of the flocculent suspension to be calculated from the raw turbidity data. By fitting the transformed turbidity data with a modified gamma distribution, the mean and variance of sedimentation velocity can be obtained along with the residual turbidity after a period of settling. This new analysis method can be used to quantitatively compare how differences in flocculator operating conditions affect the sedimentation velocity distribution of flocs as well as the post-sedimentation residual turbidity.
絮体沉淀速率和沉淀后残余浊度是水厂混凝工艺后续单元设计和运行的关键参数。本文描述了一种基于这两个特性的混凝效果比较方法。絮体沉淀残余浊度分析仪(FReTA)记录了在静置沉淀过程中絮体悬浮液的浊度。通过测量固定距离内絮体的穿透浊度,可以计算出絮体悬浮液的沉降速度分布。通过对原始浊度数据进行转换,并使用修正的伽马分布进行拟合,可以得到沉降速度的均值、方差以及一段时间后的残余浊度。这种新的分析方法可以定量比较不同的絮凝器运行条件如何影响絮体的沉降速度分布和沉淀后的残余浊度。