Center of Microbial Ecology and Technology (CMET), Faculty of Bioscience Engineering, Ghent University, Gent, Belgium; District of Columbia Water and Sewer Authority, Blue Plains Advanced Wastewater Treatment Plant, 5000 Overlook Ave, SW Washington, DC 20032, USA; Department of Civil, Environmental and Architectural Engineering, The University of Kansas, KS, USA.
District of Columbia Water and Sewer Authority, Blue Plains Advanced Wastewater Treatment Plant, 5000 Overlook Ave, SW Washington, DC 20032, USA; Department of Civil & Environmental Engineering, University of Maryland, MD, USA.
Chemosphere. 2019 Jan;215:342-352. doi: 10.1016/j.chemosphere.2018.09.169. Epub 2018 Oct 1.
High-rate activated sludge (HRAS) is an essential cornerstone of the pursuit towards energy positive sewage treatment through maximizing capture of organics. The capture efficiency heavily relies on the degree of solid separation achieved in the clarifiers. Limitations in the floc formation process commonly emerge in HRAS systems, with detrimental consequences for the capture of organics. This study pinpointed and overcame floc formation limitations present in full-scale HRAS reactors. Orthokinetic flocculation tests were performed with varying shear, sludge concentration, and coagulant or flocculant addition. These were analyzed with traditional and novel settling parameters and extracellular polymeric substances (EPS) measurements. HRAS was limited by insufficient collision efficiency and occurred because the solids retention time (SRT) was short and colloid loading was high. The limitation was predominantly caused by impaired flocculation rather than coagulation. In addition, the collision efficiency limitation was driven by EPS composition (low protein over polysaccharide ratio) instead of total EPS amount. Collision efficiency limitation was successfully overcome by bio-augmenting sludge from a biological nutrient removal reactor operating at long SRT which did not show any floc formation limitations. However, this action brought up a floc strength limitation. The latter was not correlated with EPS composition, but rather EPS amount and hindered settling parameters, which determined floc morphology. With this, an analysis toolkit was proposed that will enable design engineers and operators to tackle activated solid separation challenges found in HRAS systems and maximize the recovery potential of the process.
高负荷活性污泥(HRAS)是通过最大限度地捕获有机物来实现污水能量正处理的重要基石。有机物的捕获效率在很大程度上依赖于澄清池中的固体分离程度。在 HRAS 系统中,絮体形成过程通常会出现局限性,这对有机物的捕获产生了不利影响。本研究针对全规模 HRAS 反应器中存在的絮体形成局限性进行了识别和克服。通过改变剪切力、污泥浓度和添加混凝剂或絮凝剂进行了同向流絮凝试验。使用传统和新型沉降参数以及胞外聚合物物质(EPS)测量对其进行了分析。HRAS 受到碰撞效率不足的限制,这是由于固体停留时间(SRT)短和胶体负荷高所致。该限制主要是由絮凝效果不佳而不是混凝效果不佳引起的。此外,碰撞效率限制是由 EPS 组成(蛋白质与多糖的比例低)而不是总 EPS 量引起的。通过从采用长 SRT 运行的生物脱氮反应器中生物增强污泥,成功克服了碰撞效率限制,该反应器没有表现出任何絮体形成限制。然而,这一操作带来了絮体强度限制。后者与 EPS 组成无关,而是与 EPS 量和阻碍沉降的参数有关,这些参数决定了絮体形态。由此提出了一个分析工具包,该工具包将使设计工程师和操作人员能够解决 HRAS 系统中发现的活性固体分离挑战,并最大限度地提高该工艺的回收潜力。