Department of Civil and Environmental Engineering University of Nevada, Reno, Reno, NV, 89557, USA.
Department of Civil and Environmental Engineering University of Nevada, Reno, Reno, NV, 89557, USA.
Chemosphere. 2024 Oct;366:143429. doi: 10.1016/j.chemosphere.2024.143429. Epub 2024 Sep 28.
Wastewater treatment plants (WWTPs) meeting strict nutrient discharge regulations typically effectively remove inorganic nitrogen, leaving dissolved organic nitrogen (DON) as the main component of total nitrogen in the effluent. DON in treated effluent from both WWTPs and drinking water treatment plants (DWTPs) has the potential to induce eutrophication and contribute to the formation of nitrogenous disinfection byproducts (N-DBP). While numerous studies have investigated DON in different water sources, a limited number of studies have focused on its removal through enhanced coagulation. The variable removal efficiencies of dissolved organic carbon (DOC) and DON in treatment processes highlight the need for comprehensive research on enhanced coagulation for DON removal. Enhanced coagulation is a viable option for DON removal, but underlying mechanisms and influencing factors are still being actively researched. The effectiveness of enhanced coagulation depends on DON characteristics and coagulant properties, but knowledge gaps remain regarding their influence on treatment. DON is a complex mixture of compounds, with only a small fraction identified, such as proteins, degraded amino acids, urea, chelating agents, humic substances, and soluble microbial products. Understanding molecular-level characteristics of DON is crucial for identifying unknown compounds and understanding its fate and transformation during treatment processes. This review identifies knowledge gaps regarding enhanced coagulation process for DON removal, including the role of coagulant aids, novel coagulants, and pretreatment options. It discusses DON characteristics, removal mechanisms, and molecular-level transformation of DON during enhanced coagulation. Addressing these gaps can lead to process optimization, promote efficient DON removal, and facilitate safe water production.
污水处理厂(WWTP)满足严格的营养物排放法规通常可以有效地去除无机氮,使溶解有机氮(DON)成为出水总氮的主要成分。来自 WWTP 和饮用水处理厂(DWTP)的处理后的废水中的 DON 有可能引发富营养化,并有助于形成含氮消毒副产物(N-DBP)。虽然许多研究都调查了不同水源中的 DON,但只有少数研究集中在通过强化混凝去除 DON 上。处理过程中溶解有机碳(DOC)和 DON 的可变去除效率突出表明需要对强化混凝去除 DON 进行全面研究。强化混凝是去除 DON 的一种可行选择,但潜在机制和影响因素仍在积极研究中。强化混凝的效果取决于 DON 的特性和混凝剂的性质,但它们对处理的影响仍存在知识空白。DON 是一种复杂的化合物混合物,只有一小部分被识别,如蛋白质、降解的氨基酸、尿素、螯合剂、腐殖质和可溶性微生物产物。了解 DON 的分子水平特性对于识别未知化合物以及了解其在处理过程中的命运和转化至关重要。本综述确定了有关强化混凝去除 DON 的知识空白,包括混凝剂助剂、新型混凝剂和预处理选项的作用。它讨论了 DON 的特性、去除机制以及强化混凝过程中 DON 的分子水平转化。解决这些差距可以实现工艺优化,促进高效去除 DON,并有助于安全的水生产。