Lugo Abdiel, Bandara G L Chathurika L, Xu Xuesong, Penteado de Almeida Juliano, Abeysiriwardana-Arachchige I S A, Nirmalakhandan Nagamany, Xu Pei
Civil Engineering Department, New Mexico State University, Las Cruces, NM, 88003, United States.
Civil Engineering Department, New Mexico State University, Las Cruces, NM, 88003, United States.
J Environ Manage. 2023 Apr 1;331:117293. doi: 10.1016/j.jenvman.2023.117293. Epub 2023 Jan 17.
This study applied a life cycle assessment (LCA) methodology for a comparative environmental analysis between an innovative algae resource recovery and near zero-liquid discharge potable reuse system (i.e., the main system) versus a conventional potable reuse system (i.e., the benchmark system) through energy use and greenhouse gas (GHG) emissions. The objective of this study is to demonstrate that pilot-scale data coupled with LCA would provide valuable information for system optimization, integration, and improvements for the design of environmentally sustainable full-scale systems. This study also provides decision-makers valuable information regarding the energy demand and environmental impact of this innovative main system compared to a typical tried-and-true system for potable water reuse. The main system consists of a novel algal-based wastewater treatment coupled with a dual forward osmosis and seawater reverse osmosis (Algal FO-SWRO) membranes system for potable water recovery and hydrothermal liquefaction (HTL) to recover biofuels and valuable nutrients from the harvested algal biomass. The benchmark system refers to the current industry standard technologies for potable water reuse and waste management including a secondary biological treatment, microfiltration (MF), brackish water reverse osmosis (BWRO), ultraviolet/advanced oxidation process (UV-AOP), and granular activated carbon (GAC), as well as anaerobic digestion for sludge treatment. Respective energy and GHG emissions of both systems were normalized and compared considering 1 m of water recovered. Based on an overall water recovery of 76% designed for the benchmark system, the energy consumption totaled 4.83 kWh/m, and the system was estimated to generate 2.42 kg of CO equivalent/m with most of the emissions coming from the biological treatment. The main system, based on an overall water recovery of 88%, was estimated to consume 4.76 kWh/m and emit 1.49 kg of CO eq/m. The main system has high environmental resilience and can recover bioenergy and nutrients from wastewater with zero waste disposal. With the application of energy recovery devices for the HTL and the SWRO, increase in water recovery of the FO membrane, and replacement of the SWRO membrane with BWRO, the main system provides an energy-competitive and environmentally positive alternative with an energy demand of 2.57 kWh/m and low GHG emissions of 0.94 kg CO eq/m.
本研究应用生命周期评估(LCA)方法,通过能源使用和温室气体(GHG)排放,对创新型藻类资源回收与近零液体排放饮用水回用系统(即主要系统)和传统饮用水回用系统(即基准系统)进行了对比环境分析。本研究的目的是证明中试规模数据与LCA相结合,将为环境可持续的全规模系统设计的系统优化、集成和改进提供有价值的信息。本研究还为决策者提供了关于这种创新型主要系统与典型的经过验证的饮用水回用系统相比的能源需求和环境影响的有价值信息。主要系统包括一种新型的基于藻类的废水处理工艺,以及用于饮用水回收的双正向渗透和海水反渗透(藻类FO-SWRO)膜系统,还有用于从收获的藻类生物质中回收生物燃料和有价值营养物质的水热液化(HTL)工艺。基准系统指的是当前饮用水回用和废物管理的行业标准技术,包括二级生物处理、微滤(MF)、苦咸水反渗透(BWRO)、紫外线/高级氧化工艺(UV-AOP)和颗粒活性炭(GAC),以及用于污泥处理的厌氧消化。考虑到回收1立方米水,对两个系统各自的能源和温室气体排放进行了归一化处理并进行比较。基于为基准系统设计的76%的总水回收率,能源消耗总计4.83千瓦时/立方米,该系统估计产生2.42千克二氧化碳当量/立方米,大部分排放来自生物处理。主要系统基于88%的总水回收率,估计消耗4.76千瓦时/立方米,排放1.49千克二氧化碳当量/立方米。主要系统具有很高的环境恢复力,能够从废水中回收生物能源和营养物质,且零废物排放。通过将能量回收装置应用于水热液化和海水反渗透,提高正向渗透膜的水回收率,并用苦咸水反渗透膜替代海水反渗透膜,主要系统提供了一种能源竞争力强且环境友好的替代方案,能源需求为2.57千瓦时/立方米,温室气体低排放为0.94千克二氧化碳当量/立方米。