School of Environment, University of Auckland, 23 Symonds Street, Auckland 1010, New Zealand.
Queensland Alliance for Environmental Health Sciences, University of Queensland, 20 Cornwall Street, Queensland 4102, Australia.
Sci Total Environ. 2024 Apr 20;922:170974. doi: 10.1016/j.scitotenv.2024.170974. Epub 2024 Feb 13.
In wastewater-based epidemiology (WBE), wastewater loads are commonly reported as a per capita value. Census population counts are often used to obtain a population size to normalise wastewater loads. However, the methods used to calculate the population size of wastewater treatment plants (WWTPs) from census data are rarely reported in the WBE literature. This is problematic because the geographical extents of wastewater catchments and census area units rarely align perfectly with each other and exist at different spatial scales. This complicates efforts to estimate the number of people serviced by WWTPs in these census area units. This study compared four geospatial methods to combine wastewater catchment areas and census area units to calculate the census population size of wastewater treatment plants. These methods were applied nationally to WWTPs across New Zealand. Population estimates varied by up to 73 % between the methods, which could skew comparisons of per capita wastewater loads between sites. Variability in population estimates (relative standard deviation, RSD) was significantly higher in smaller catchments (r = -0.727, P < .001), highlighting the importance of method selection in smaller sites. Census population estimates were broadly similar to those provided by wastewater operators, but significant variation was observed for some sites (ranging from 42 % lower to 78 % higher, RSD = 262 %). We present a widely applicable method to calculate population size from census, which involves disaggregating census area units by individual properties. The results reinforce the need for transparent reporting to maintain confidence in the comparison of WBE across sites and studies.
在基于污水的流行病学(WBE)中,污水负荷通常以人均值报告。人口普查的人口计数通常用于获得人口规模,以对污水负荷进行标准化。然而,从人口普查数据中计算污水处理厂(WWTP)的人口规模的方法在 WBE 文献中很少报道。这是有问题的,因为污水集水区和人口普查区域单位的地理范围很少完全吻合,并且存在于不同的空间尺度上。这使得估计这些人口普查区域单位中由 WWTP 服务的人数变得复杂。本研究比较了四种地理空间方法,以将污水集水区和人口普查区域单位结合起来,计算污水处理厂的人口普查规模。这些方法在新西兰全国范围内应用于 WWTP。人口估计值在方法之间最多相差 73%,这可能会影响各个地点之间的人均污水负荷的比较。人口估计值的变异性(相对标准偏差,RSD)在较小的集水区中显著更高(r=-0.727,P<.001),这突出了在较小的地点中选择方法的重要性。人口普查人口估计值与污水运营商提供的估计值大致相似,但一些地点存在显著差异(范围从低 42%到高 78%,RSD=262%)。我们提出了一种广泛适用的方法,从人口普查中计算人口规模,该方法涉及按单个属性对人口普查区域单位进行细分。结果强化了透明报告的必要性,以保持对不同地点和研究之间 WBE 比较的信心。