Blue Plains Advanced Wastewater Treatment Plant, District of Columbia Water and Sewer Authority, Washington, DC, USA.
Department of Civil and Environmental Engineering, The Catholic University of America, Washington, DC, USA.
Water Environ Res. 2022 Aug;94(8):e10772. doi: 10.1002/wer.10772.
High-rate activated sludge (HRAS) systems suffer from high variability of effluent quality, clarifier performance, and carbon capture. This study proposed a novel control approach using bioflocculation boundaries for wasting control strategy to enhance effluent quality and stability while still meeting carbon capture goals. The bioflocculation boundaries were developed based on the oxygen uptake rate (OUR) ratio between contactor and stabilizer (feast/famine) in a high-rate contact stabilization (CS) system and this OUR ratio was used to manipulate the wasting setpoint. Increased oxidation of carbon or decreased wasting was applied when OUR ratio was <0.52 or >0.95 to overcome bioflocculation limitation and maintain effluent quality. When no bioflocculation limitations (OUR ratio within 0.52-0.95) were detected, carbon capture was maximized. The proposed control concept was shown for a fully automated OUR-based control system as well as for a simplified version based on direct waste flow control. For both cases, significant improvements in effluent suspended solids level and stability (<50-mg TSS/L), solids capture over the clarifier (>90%), and COD capture (median of 32%) were achieved. This study shows how one can overcome the process instability of current HRAS systems and provide a path to achieve more reliable outcomes. PRACTITIONER POINTS: Online bioflocculation boundaries (upper and lower limit) were defined by the OUR ratio between contactor and stabilizer (feast/famine). To maintain effluent quality, carbon oxidation was minimized when bioflocculation was not limited (0.52-0.95 OUR ratio) and increased otherwise. A fully automated control concept was piloted, also a more simplified semiautomated option was proposed. Wasting control strategies with bioflocculation boundaries improved effluent quality while meeting carbon capture goals. Bioflocculation boundaries are easily applied to current wasting control schemes applied to HRAS systems (i.e., MLSS, SRT, and OUR controls).
高负荷活性污泥(HRAS)系统的出水质量、澄清器性能和碳捕获稳定性较差。本研究提出了一种新颖的控制方法,使用生物絮凝边界来控制排泥策略,以提高出水质量和稳定性,同时仍能满足碳捕获目标。生物絮凝边界是基于高负荷接触稳定(CS)系统中接触池和稳定池的耗氧速率(OUR)比值(饱食/饥饿)来开发的,并且该 OUR 比值用于操纵排泥设定点。当 OUR 比值<0.52 或>0.95 时,增加碳氧化或减少排泥,以克服生物絮凝限制并维持出水质量。当没有检测到生物絮凝限制(OUR 比值在 0.52-0.95 之间)时,最大限度地提高碳捕获量。该控制概念已应用于基于 OUR 的全自动控制系统和基于直接排泥流量控制的简化版本。在这两种情况下,都实现了显著提高出水悬浮固体水平和稳定性(<50-mg TSS/L)、澄清器的固体捕获率(>90%)和 COD 捕获率(中位数为 32%)。本研究表明如何克服当前 HRAS 系统的工艺不稳定性,并为实现更可靠的结果提供了一条途径。从业者要点:通过接触池和稳定池之间的 OUR 比值(饱食/饥饿)来定义在线生物絮凝边界(上限和下限)。为了维持出水质量,当生物絮凝不受限制时(OUR 比值为 0.52-0.95),最小化碳氧化,否则增加碳氧化。已经对全自动控制概念进行了试点,还提出了一种更简化的半自动选项。具有生物絮凝边界的排泥控制策略改善了出水质量,同时满足了碳捕获目标。生物絮凝边界可以很容易地应用于当前应用于 HRAS 系统的排泥控制方案(即 MLSS、SRT 和 OUR 控制)。