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

机译:双网状供水系统中的居民饮用水和循环水最终用途

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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,尤其是随着世界范围内城市密度的增加。具体而言,至关重要的是确定多样化的供水计划中的饮用水节水量,每日需求模式和实际最终用水量,以验证计划估计并证明此类计划的未来应用合理性。本文详细介绍了在澳大利亚黄金海岸总体规划的Pimpama Coomera地区的双网状供水方案中,混合使用(定量和定性)最终用途调查,循环水的预调试和后调试的结果。用于灌溉和厕所冲洗的循环水占调试后总消耗量的59.1升/日/天,占总消耗量的32.2%,灌溉量为28.9升/日/天,即15.7%。此外,与单个网状供应区域相比,发达的最终用途日间模式显示了该地区独特的每日需求消耗,并且峰值饮用水需求大大减少。本文最后讨论了对更好地了解水服务基础设施规划活动的影响。

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