饮用水回用对地表水处理影响的中试研究

Hari Seshan, Michael J. Adelman, Paige J. Russell, Joseph Quicho, Daniel Daft, Thomas Watson
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引用次数: 0

摘要

人们对直接饮用水再利用的兴趣日益浓厚,在这种情况下,经过高级处理的水和原水混合后直接送入水处理厂。然而,原水加注对饮用水处理厂可处理性的影响尚未得到广泛的研究。在WTP上建立了一个由混凝、絮凝、沉淀和过滤组成的中试处理系统,以处理未来可能的高级处理水和现有原水的混合物。中试装置在过滤速率(2 - 9gpm /sf)和混凝剂剂量范围内使用了20%至100%的深度处理水。在所有条件下,产生了可过滤的水,达到了可接受的浊度去除。沉淀法去除浊度是可变的(30%-90%)。过滤性能更加一致,在所有条件下浊度降低超过90%,并且在更高的深度处理水份额下实现更低的净水率积累。这些结果对以原水增加为特征的饮用水再利用方案是乐观的。
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A pilot-scale study of potable reuse impacts on surface water treatment

Interest is growing in direct potable reuse where advanced-treated water and raw water are blended and fed directly to a water treatment plant (WTP). However, the impacts of raw water augmentation on treatability at drinking water treatment plants have not been studied extensively. A pilot-scale treatment system, consisting of coagulation, flocculation, sedimentation, and filtration, was set up at a WTP to treat potential future blends of advanced-treated water and current raw water. The pilot plant was run with blends from 20% to 100% advanced-treated water at a range of filtration rates (2–9 gpm/sf) and coagulant doses. Under all conditions, filterable water was produced, achieving acceptable turbidity removal. Turbidity removal by sedimentation was variable (30%–90%). Filtration performance was more consistent, exceeding 90% turbidity reduction under all conditions and achieving lower headloss accumulation rates at higher advanced-treated water share. These results are optimistic for potable reuse schemes featuring raw water augmentation.

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