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透水路面收集雨水的生命周期能源评估和经济可行性

Life cycle energy assessment and economic feasibility of stormwater harvested from pervious pavements.

机构信息

Laboratory of Energy Efficiency in Buildings, Department of Civil Engineering, Federal University of Santa Catarina, Florianópolis, SC, 88040-900, Brazil.

出版信息

Water Res. 2020 Mar 1;170:115322. doi: 10.1016/j.watres.2019.115322. Epub 2019 Nov 20.

Abstract

Pervious pavements are one of the most used construction techniques among the Sustainable Urban Drainage Systems (SUDS). The objective of this article is to analyse the energy life cycle and the life cycle cost of stormwater harvesting systems using pervious pavements models in order to compare and evaluate the differences and verify what influences the profitability and sustainability. The method proposed started with the definition of pervious pavement models based on literature review. The main characteristic of the models analysed was the use of porous asphalt with different underlying layers, i.e. thickness and material. The hydrological-hydraulic design of the pavements was also assessed. The potential for potable water savings due to harvesting stormwater from a parking lot was estimated for a public building in Florianópolis, southern Brazil. The models were compared to identify what most influences the potable water savings, the profitability and the sustainability of the systems. The maximum potable water savings found were 42%. It was also observed that the overall consumption of the building has been decreasing over the years, and the yearly rainfall has increased, which leads to a higher potential. In the current water consumption pattern, none of the systems evaluated was profitable or presented sustainability, evaluated herein as negative energy balance. However, it was verified that if analysed comparatively with non-pervious pavement, it was profitable to use stormwater harvested from the pervious pavement. Thus, it can be concluded that stormwater harvesting systems in combination with pervious pavements are promising, serving as SUDS and saving money for users. It is also noticeable that the use of porous asphalt is not recommended when aiming for systems with low embedded energy.

摘要

透水路面是可持续城市排水系统 (SUDS) 中最常用的建筑技术之一。本文的目的是分析使用透水路面模型的雨水收集系统的能源生命周期和生命周期成本,以便比较和评估差异,并验证哪些因素影响盈利能力和可持续性。所提出的方法从基于文献综述的透水路面模型的定义开始。分析的模型的主要特点是使用具有不同底层的多孔沥青,即厚度和材料。还评估了路面的水文水力设计。对巴西南部弗洛里亚诺波利斯的一栋公共建筑,估计了从停车场收集雨水以节省饮用水的潜力。对模型进行了比较,以确定哪些因素对饮用水节约、系统的盈利能力和可持续性影响最大。发现最大的饮用水节约量为 42%。还观察到,随着时间的推移,建筑物的总用水量一直在减少,而年降雨量增加了,这导致了更高的潜力。在当前的用水模式下,评估的系统都没有盈利或呈现出可持续性,本文将其定义为负能源平衡。然而,经证实,如果与不透水路面进行比较分析,使用透水路面收集的雨水是有利可图的。因此,可以得出结论,透水路面与雨水收集系统相结合具有很大的发展潜力,可以作为 SUDS 使用,并为用户节省资金。还值得注意的是,当目标是低嵌入能源系统时,不建议使用多孔沥青。

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