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Water Supply Reliability of a Joint Rainwater Storage and On-Stream Reservoir System

机译:带雨水储存和流水库系统的供水可靠性

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Rainwater is regarded as an alternative water source for water supply augmentation in metropolitan areas to mitigate rising water stress caused by increasing population and climate change. There exists a knowledge gap in the evaluation of rainwater-harvesting systems to increase urban water supply reliability. This study provides insight into the impacts of developing rainwater-harvesting systems to improve urban water supply reliability by modeling joint water supplies from both decentralized rainwater-harvesting systems and centralized stream reservoirs. The model is then applied to Melbourne, Australia, using two rainfall regimes. The results show that enlarging roof areas and rainwater tanks, especially for new homes, can increase volumetric rainwater supply reliability at the household scale. This not only increases supply for households but also increases water supply reliability of stream reservoirs at the regional scale. An average roof area of 200 m(2) and an average tank size of 8-10 KL can harvest enough rainwater in Melbourne to increase reservoir water supply reliability to 90% for current urban water demand during an extended drought. Using these results, efficient sizes for rainwater tanks are determined by analyzing the cost of enlarging a tank compared with its marginal benefit of increasing rainwater supply reliability. Furthermore, the impacts of climate variability and demand seasonality on system performance are explored using storage-reliability-yield curves for rainwater-harvesting systems. These results provide general insights regarding the feasibility of rainwater water supply augmentation constrained by tank size, roof area, rainfall regime, and demand seasonality. The proposed method for coupling a rainwater tank model at the household scale with a reservoir model at the regional scale is transferable to the design of regional rainwater-harvesting strategies in other cities. (C) 2021 American Society of Civil Engineers.
机译:雨水被视为大都市区供水增强的替代水源,以减轻人口和气候变化增加的上升水分压力。在雨水收集系统评估中存在知识差距,以提高城市供水可靠性。本研究提供了深入了解开发雨水收获系统的影响,通过将分散的雨水收集系统和集中溪流储存器中的接头供水建模,从而提高城市供水可靠性。然后使用两个降雨制度将该模型应用于澳大利亚墨尔本。结果表明,放大屋顶区域和雨水箱,特别是对于新房,可以在家庭规模上增加容量雨水供应可靠性。这不仅增加了家庭供应,而且还增加了区域规模的流水库的供水可靠性。平均屋顶面积为200米(2)和8-10 k1的平均罐尺寸,可以在墨尔本收获足够的雨水,以增加水库供水可靠性至90%,以便在延长的干旱过程中对当前的城市需求进行90%。使用这些结果,通过分析增大油箱的成本来确定雨水箱的有效尺寸,而雨水供应可靠性增加的边际益处。此外,利用雨水收集系统的储存可靠性 - 收益率探索了气候变异性和需求季节性对系统性能的影响。这些结果提供了一般的见解,就坦克尺寸,屋顶区域,降雨制度和需求季节性受到限制的雨水供水增强的可行性。该方法在区域规模储存模型与储层模型耦合雨水坦克模型的建议方法可转移到其他城市区域雨水收获策略的设计。 (c)2021年美国土木工程师协会。

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