Chen Wei-Hsiang, Yang Jun-Hong, Yuan Chung-Shin, Yang Ying-Hsien
Institute of Environmental Engineering, National Sun Yat-sen University, Kaohsiung, 804, Taiwan.
Department of Environmental Resources Management, Chia Nan University of Pharmacy and Science, Tainan, 717, Taiwan.
Environ Sci Pollut Res Int. 2016 Oct;23(20):20449-20461. doi: 10.1007/s11356-016-7183-2. Epub 2016 Jul 26.
Wastewater treatment plants (WWTPs) have been recognized as important sources for anthropogenic greenhouse gas (GHG) emission. The objective of the study was to thoroughly investigate a typical industrial WWTP in southern Taiwan in winter and summer which possesses the emission factors close to those reported values, with the analyses of emission factors, mass fluxes, fugacity, lab-scale in situ experiments, and impact assessment. The activated sludge was the important source in winter and summer, and nitrous oxide (NO) was the main contributor (e.g., 57 to 91 % of total GHG emission in a unit of kg carbon dioxide-equivalent/kg chemical oxygen demand). Albeit important for the GHGs in the atmosphere, the fractional contribution of the GHG emission to the carbon or nitrogen removal in wastewater treatment was negligible (e.g., less than 1.5 %). In comparison with the sludge concentration or retention time, adjusting the aeration rate was more effective to diminish the GHG emission in the activated sludge without significantly affecting the treated water quality. When the aeration rate in the activated sludge simulation was reduced by 75 %, the mass flux of NO could be diminished by up to 53 % (from 9.6 to 4.5 mg/m-day). The total emission in the WWTP (including carbon dioxide, methane, and NO) would decrease by 46 % (from 0.67 to 0.36 kg CO-equiv/kg COD). However, the more important benefit of changing the aeration rate was lowering the energy consumption in operation of the WWTP, as the fractional contribution of pumping to the total emission from the WWTP ranged from 46 to 93 % within the range of the aeration rate tested. Under the circumstance in which reducing the burden of climate change is a global campaign, the findings provide insight regarding the GHG emission from treatment of industrial wastewater and the associated impact on the treatment performance and possible mitigation strategies by operational modifications.
污水处理厂(WWTPs)已被公认为人为温室气体(GHG)排放的重要来源。本研究的目的是全面调查台湾南部一座典型的工业污水处理厂在冬季和夏季的情况,该厂的排放因子接近报告值,并对排放因子、质量通量、逸度、实验室规模的原位实验和影响评估进行分析。活性污泥是冬季和夏季的重要排放源,氧化亚氮(N₂O)是主要贡献者(例如,以每千克二氧化碳当量/每千克化学需氧量为单位,占总温室气体排放的57%至91%)。尽管温室气体排放对大气中的温室气体很重要,但温室气体排放在污水处理中对碳或氮去除的贡献率可忽略不计(例如,小于1.5%)。与污泥浓度或停留时间相比,调整曝气速率在不显著影响处理后水质的情况下,能更有效地减少活性污泥中的温室气体排放。当活性污泥模拟中的曝气速率降低75%时,N₂O的质量通量可降低多达53%(从9.6降至4.5毫克/平方米·天)。污水处理厂的总排放量(包括二氧化碳、甲烷和N₂O)将减少46%(从0.67降至0.36千克二氧化碳当量/千克化学需氧量)。然而,改变曝气速率更重要的好处是降低污水处理厂运行中的能耗,因为在测试的曝气速率范围内,抽水对污水处理厂总排放的贡献率在46%至93%之间。在减少气候变化负担成为全球行动的情况下,这些研究结果为工业废水处理中的温室气体排放及其对处理性能的相关影响以及通过运行调整可能的缓解策略提供了见解。