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A Case Study: Evaluation of Water Storage Capacity in Permeable Block Pavement

机译:案例研究:透水砌块路面储水量评估

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摘要

In every city, low-volume roads and parking lots are composed of dense-graded pavements that increase storm-water runoff; however, urban flooding problems can be prevented if an appropriate pavement system is achieved. One preferable solution to this problem for low volume roads and parking lots is to use permeable interlocking block pavement. To determine the storage capacity of this kind of pavement, a series of material property tests were performed such as specific gravity, void ratios, and porosity etc., which was further used to calculate the water storage capacity of the pavement. And rainfall simulation tests were performed to evaluate surface runoff, delay time, storage capacity, and outflows over two hours. A regression analysis showed that the water storage capacity measurement from rain simulation tests agreed with the storage capacity calculation depending on laboratory materials-properties tests, based on their high correlation and coefficient values, each within the 95% confidence interval.
机译:在每个城市,低流量的道路和停车场都是由密集的人行道组成的,增加了雨水径流。但是,如果实现了合适的人行道系统,就可以防止城市洪水问题。对于小批量道路和停车场,该问题的一种优选解决方案是使用可渗透的互锁块状路面。为了确定这种路面的蓄水能力,进行了一系列材料性能测试,例如比重,空隙率和孔隙率等,这些测试还被用来计算路面的蓄水能力。然后进行了降雨模拟测试,以评估两小时内的地表径流,延迟时间,存储量和流出量。回归分析表明,雨水模拟试验的储水量测量结果与储水量的计算结果吻合,这取决于实验室材料-性能试验,基于它们的高相关性和系数值,每个均在95%的置信区间内。

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