Silva Arthur Santos, Ghisi Enedir
Federal University of Santa Catarina, Department of Civil Engineering, Laboratory of Energy Efficiency in Buildings, Florianópolis, SC 88040-900, Brazil.
J Environ Manage. 2016 Sep 15;180:82-93. doi: 10.1016/j.jenvman.2016.05.028. Epub 2016 May 19.
The objective of this paper is to perform a sensitivity analysis of design variables and an uncertainty analysis of daily potable water demand to evaluate the performance of rainwater harvesting systems in residential buildings. Eight cities in Brazil with different rainfall patterns were analysed. A numeric experiment was performed by means of computer simulation of rainwater harvesting. A sensitivity analysis was performed using variance-based indices for identifying the most important design parameters for rainwater harvesting systems when assessing the potential for potable water savings and underground tank capacity sizing. The uncertainty analysis was performed for different scenarios of potable water demand with stochastic variations in a normal distribution with different coefficients of variation throughout the simulated period. The results have shown that different design variables, such as potable water demand, number of occupants, rainwater demand, and roof area are important for obtaining the ideal underground tank capacity and estimating the potential for potable water savings. The stochastic variations on the potable water demand caused amplitudes of up to 4.8% on the potential for potable water savings and 9.4% on the ideal underground tank capacity. Average amplitudes were quite low for all cities. However, some combinations of parameters resulted in large amplitude of uncertainty and difference from uniform distribution for tank capacities and potential for potable water savings. Stochastic potable water demand generated low uncertainties in the performance evaluation of rainwater harvesting systems; therefore, uniform distribution could be used in computer simulation.
本文的目的是对设计变量进行敏感性分析,并对生活饮用水日需求量进行不确定性分析,以评估住宅建筑中雨水收集系统的性能。分析了巴西八个降雨模式不同的城市。通过雨水收集的计算机模拟进行了数值试验。在评估饮用水节约潜力和地下水箱容量大小时,使用基于方差的指标进行敏感性分析,以确定雨水收集系统最重要的设计参数。针对饮用水需求的不同情景进行了不确定性分析,在整个模拟期内,饮用水需求具有服从不同变异系数的正态分布的随机变化。结果表明,不同的设计变量,如饮用水需求量、居住人数、雨水需求量和屋顶面积,对于获得理想的地下水箱容量和估算饮用水节约潜力非常重要。饮用水需求的随机变化导致饮用水节约潜力的幅度高达4.8%,理想地下水箱容量的幅度高达9.4%。所有城市的平均幅度都相当低。然而,一些参数组合导致了较大的不确定性幅度,以及水箱容量和饮用水节约潜力与均匀分布的差异。随机饮用水需求在雨水收集系统性能评估中产生的不确定性较低;因此,在计算机模拟中可以使用均匀分布。