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Runoff velocity behaviour on smooth pavement and paving blocks surfaces measured by a tilted plot

机译:光滑的路面和铺路块上的径流速度行为由倾斜的绘图测量的表面

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Paving blocks have been widely known as an alternative technology for reducing runoff discharge due to their infiltration performance and capability of retarding the flow. Surface configuration of the different paving blocks types and the openings area play important role in decreasing the runoff velocity. In this study, we investigated the surface runoff velocity on two types of paving blocks layers, and a smooth pavement as comparison. The paving blocks type were rectangular blocks, which have 3.2% openings ratio and hexagonal blocks, which have 6.5% openings ratio. We used a tilted plot covering area of 2 × 6 m, equipped by a rainfall simulator to accommodate the variation of surface slope and rainfall intensity. We measured the velocity by using modification of dye tracer and buoyancy method. The data were then tabulated and graphed based on the paving types and the surface slopes. Generally, the velocity-slope relationship has demonstrated that the increase in surface slope leads to the increase in velocity. In this study, the result showed that slope and rainfall intensity simultaneously influenced the velocity (F = 19.91 > Ftable = 5.14; P < 0.05). However, the findings of this study showed a weak relationship between the changes of surface slope and the changes of runoff velocity on the rectangular blocks (R2 = 0.38). The greater slope did not always invariably lead to the greater runoff velocity. It was likely that there was other predictor variable that was not identified before, and need to be further investigated.
机译:铺路块已被广泛称为替代技术,可通过其渗透性能和延迟流动的能力来降低径流放电。不同铺路块的表面配置类型和开口区域在降低径流速度方面起着重要作用。在这项研究中,我们研究了两种类型的铺路块层上的表面径流速度,以及光滑的路面作为比较。铺路块类型是矩形块,其具有3.2%的开口比和六边形块,其开口比率为6.5%。我们使用了由降雨模拟器配备2×6米的倾斜褶皱面积,以适应表面坡度和降雨强度的变化。通过使用染料示踪和浮力法的改性来测量速度。然后基于铺路类型和表面斜率制成数据并绘制数据。通常,速度倾斜关系表明,表面斜率的增加导致速度的增加。在本研究中,结果表明,坡度和降雨强度同时影响速度(F = 19.91> FTABLE = 5.14; P <0.05)。然而,这项研究的结果表明,表面坡度的变化与矩形块上的径流速度的变化之间的关系(R2 = 0.38)。更大的斜坡并不总是总是导致更大的径流速度。有可能以前没有识别的其他预测变量,需要进一步调查。

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