...
首页> 外文期刊>Biotechnology and Bioengineering >Comparison of different modeling approaches to better evaluate greenhouse gas emissions from whole wastewater treatment plants
【24h】

Comparison of different modeling approaches to better evaluate greenhouse gas emissions from whole wastewater treatment plants

机译:比较各种建模方法以更好地评估整个废水处理厂的温室气体排放

获取原文
获取原文并翻译 | 示例

摘要

New tools are being developed to estimate greenhouse gas (GHG) emissions from wastewater treatment plants (WWTPs). There is a trend to move from empirical factors to simple comprehensive and more complex process-based models. Thus, the main objective of this study is to demonstrate the importance of using process-based dynamic models to better evaluate GHG emissions. This is tackled by defining a virtual case study based on the whole plant Benchmark Simulation Model Platform No. 2 (BSM2) and estimating GHG emissions using two approaches: (1) a combination of simple comprehensive models based on empirical assumptions and (2) a more sophisticated approach, which describes the mechanistic production of nitrous oxide (N _2O) in the biological reactor (ASMN) and the generation of carbon dioxide (CO _2) and methane (CH _4) from the Anaerobic Digestion Model 1 (ADM1). Models already presented in literature are used, but modifications compared to the previously published ASMN model have been made. Also model interfaces between the ASMN and the ADM1 models have been developed. The results show that the use of the different approaches leads to significant differences in the N _2O emissions (a factor of 3) but not in the CH _4 emissions (about 4%). Estimations of GHG emissions are also compared for steady-state and dynamic simulations. Averaged values for GHG emissions obtained with steady-state and dynamic simulations are rather similar. However, when looking at the dynamics of N _2O emissions, large variability (3-6tonCO _2eday ~(-1)) is observed due to changes in the influent wastewater C/N ratio and temperature which would not be captured by a steady-state analysis (4.4tonCO _2eday ~(-1)). Finally, this study also shows the effect of changing the anaerobic digestion volume on the total GHG emissions. Decreasing the anaerobic digester volume resulted in a slight reduction in CH _4 emissions (about 5%), but significantly decreased N _2O emissions in the water line (by 14%).
机译:正在开发新的工具来估算废水处理厂(WWTP)的温室气体(GHG)排放。从经验因素到简单的基于综合的,更复杂的基于过程的模型的趋势已经出现。因此,这项研究的主要目的是证明使用基于过程的动态模型更好地评估温室气体排放的重要性。通过基于整个工厂基准模拟模型平台2(BSM2)定义虚拟案例研究,并使用两种方法估算温室气体排放量来解决此问题:(1)基于经验假设的简单综合模型的组合,以及(2)a更复杂的方法,它描述了生物反应器(ASMN)中一氧化二氮(N _2O)的机械生产以及厌氧消化模型1(ADM1)产生的二氧化碳(CO _2)和甲烷(CH _4)。使用了已经在文献中提出的模型,但是已经进行了与先前发布的ASMN模型相比的修改。还开发了ASMN和ADM1模型之间的模型接口。结果表明,使用不同的方法会导致N _2O排放量(系数为3)的显着差异,而CH _4排放量(约4%)却没有显着差异。还比较了稳态和动态模拟的温室气体排放估算值。通过稳态和动态模拟获得的温室气体排放平均值非常相似。但是,当观察N _2O排放的动态时,由于进水废水的C / N比和温度的变化(稳态无法捕获),因此观察到较大的变异性(3-6tonCO _2eday〜(-1))。分析(4.4tonCO _2eday〜(-1))。最后,这项研究还显示了改变厌氧消化量对总温室气体排放量的影响。减少厌氧消化池的体积导致CH _4排放量略有减少(约5%),但供水管线中的N _2O排放量显着减少(减少了14%)。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号