首页> 外文期刊>Environmental Management >Effectiveness Of A Coral-derived Surfacing Material For Reducing Sediment Production On Unpaved Roads, Schoffield Barracks, Oahu, Hawaii
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Effectiveness Of A Coral-derived Surfacing Material For Reducing Sediment Production On Unpaved Roads, Schoffield Barracks, Oahu, Hawaii

机译:夏威夷瓦胡岛斯科菲尔德兵营,一种源自珊瑚的铺面材料在减少未铺砌道路上的泥沙产生方面的有效性

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This study evaluated the effectiveness of two application rates of a coral-derived surfacing material for both traffic and nontraffic road conditions using simulated rainfall (110-120 mm h~(-1) for 30-90 min) on 0.75-m (wide) × 5.0-m (long) plots of similar slope (roughly 0.1 m m~(-1)). The coral is a locally available material that has been applied to unpaved roads surfaces on Schoffield Barracks, Oahu, Hawaii (USA), where this experiment was conducted. The simulations show that compared with a bare control plot, the coral-based surface application rates of 80 and 160 kg m~(-2) (equivalent to only 10- and 20-mm thicknesses) reduced road sediment production by 75% and 95%, respectively, for nontraffic conditions. However, after two passes of the research vehicle during wet conditions, sediment production rates for the two coral treatments were not significantly different from those on the bare road plots. The overall effectiveness of the coral-derived surfacing material is unsatisfactory, primarily because the on-road surface thickness associated with the application rates tested was too small. These rates were selected to bracket those applied to training roads in the study area. Furthermore, the composition of the coral-based material does not facilitate the development of a sealed, erosion-resistant surface. When applied at the low rates tested, the coral material breaks down under normal traffic conditions, thereby losing its ability to counter shearing forces exerted by overland flow on long hillslopes where erosion measures are most needed. These simulations, combined with observations on roads in the study area, indicate that this material is not an appropriate road surfacing material for the site-at least for the low application rates examined. These results are preliminary; extended testing of higher applications rates at the hillslope scale under natural climate and traffic conditions is needed to better judge the effectiveness of this material over time.
机译:这项研究使用0.75米(宽)上的模拟降雨(110-120 mm h〜(-1)持续30-90分钟),评估了两种来源的珊瑚来源的铺面材料在交通和非交通路况下的有效性。 ×5.0-m(长)的相似斜率图(大约0.1mm〜(-1))。珊瑚是一种本地可得的材料,已在美国夏威夷瓦胡岛的Schoffield军营的未铺砌路面上进行了实验。模拟结果表明,与裸露的控制区相比,基于珊瑚的地面施用量分别为80和160 kg m〜(-2)(仅相当于10和20 mm厚度)减少了75%和95的道路泥沙产生。非交通状况分别为%。然而,在潮湿条件下研究车辆经过两次之后,两种珊瑚处理的沉积物生成速率与裸露路段的沉积速率没有显着差异。源自珊瑚的铺面材料的整体效果不尽人意,主要是因为与所测试的施用率相关的道路表面厚度太小。选择这些费率以将适用于研究区域的训练道路的费率括起来。此外,珊瑚基材料的成分不利于形成密封的耐腐蚀表面。当以低速测试时,珊瑚材料在正常的交通条件下会分解,从而失去抵抗由陆流在最需要采取侵蚀措施的长山坡上施加的剪力的能力。这些模拟与研究区域道路观察相结合,表明该材料不是该地点的合适道路铺面材料-至少对于所检查的低施用率而言。这些结果是初步的;需要在自然气候和交通条件下,在山坡规模上对更高的使用率进行扩展测试,以更好地判断这种材料的有效性。

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