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Residential potable and recycled water end uses in a dual reticulated supply system

机译:住宅饮用水和循环水在双网状供水系统中的最终用途

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摘要

The need to understand, model and predict urban water consumption is paramount, particularly with urban densities increasing throughout the world. Specifically, it is vital to determine potable water savings, daily demand patterns and actual end use water consumption experienced in diversified water supply schemes in order to verify planning estimates and justify the future application of such schemes. This paper details the results of a mixed methods (quantitative and qualitative) end use investigation, pre- and post-commissioning of recycled water, in a dual reticulated supply scheme in the master planned Pimpama Coomera region, Gold Coast, Australia. Recycled water, supplied for irrigation and toilet flushing, accounted for 59.1 L/p/d or 32.2 of total consumption post-commissioning, with irrigation being 28.9 L/p/d or 15.7. Furthermore, developed end use diurnal patterns demonstrate the unique daily demand consumption within the region and significant reductions in peak potable water demand when compared with single reticulated supply areas. The paper concludes with discussions of implications for better informed water services infrastructure planning activities.
机译:了解、建模和预测城市用水量至关重要,尤其是在全球城市密度不断增加的情况下。具体而言,至关重要的是要确定多样化供水计划中的饮用水节约量、每日需求模式和实际最终用水量,以便核实规划估计并证明未来应用此类计划的合理性。本文详细介绍了在澳大利亚黄金海岸Pimpama Coomera地区总体规划的双网状供应方案中,混合方法(定量和定性)最终用途调查、循环水调试前和调试后的结果。用于灌溉和冲厕的循环水占投产后总消耗量的59.1 L/p/d或32.2%,灌溉量为28.9 L/p/d或15.7%。此外,发达的最终用途昼夜模式表明,与单一网状供水区相比,该地区独特的每日需求消耗量和饮用水高峰需求显著减少。本文最后讨论了对更知情的水服务基础设施规划活动的影响。

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