Poustie Michael S, Deletic Ana
Monash Water for Liveability, Department of Civil Engineering, Monash University, Monash University Building 60, Wellington Rd, Clayton, VIC, 3800, Australia,
Ambio. 2014 Dec;43(8):1093-111. doi: 10.1007/s13280-014-0538-3. Epub 2014 Jun 28.
Developing countries struggle to provide adequate urban water services, failing to match infrastructure with urban expansion. Despite requiring an improved understanding of alternative infrastructure performance when considering future investments, integrated modeling of urban water systems is infrequent in developing contexts. This paper presents an integrated modeling methodology that can assist strategic planning processes, using Port Vila, Vanuatu, as a case study. 49 future model scenarios designed for the year 2050, developed through extensive stakeholder participation, were modeled with UVQ (Urban Volume and Quality). The results were contrasted with a 2015 model based on current infrastructure, climate, and water demand patterns. Analysis demonstrated that alternative water servicing approaches can reduce Port Vila's water demand by 35 %, stormwater generation by 38 %, and nutrient release by 80 % in comparison to providing no infrastructural development. This paper demonstrates that traditional centralized infrastructure will not solve the wastewater and stormwater challenges facing rapidly growing urban cities in developing countries.
发展中国家在提供充足的城市供水服务方面面临困难,基础设施建设无法跟上城市扩张的步伐。尽管在考虑未来投资时需要更好地了解替代基础设施的性能,但在发展中背景下,城市供水系统的综合建模并不常见。本文提出了一种综合建模方法,该方法可以辅助战略规划过程,并以瓦努阿图的维拉港为例进行了研究。通过广泛的利益相关者参与,设计了49种针对2050年的未来模型情景,并使用UVQ(城市水量与水质)进行了建模。结果与基于2015年当前基础设施、气候和用水需求模式的模型进行了对比。分析表明,与不进行基础设施建设相比,替代供水服务方法可使维拉港的用水量减少35%,雨水产生量减少38%,养分释放量减少80%。本文表明,传统的集中式基础设施无法解决发展中国家快速发展的城市所面临的废水和雨水挑战。