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Field hydrology and water balance modeling of earthen final covers for waste containment.

机译:土质最终覆盖物的现场水文和水平衡模型,用于废物围堵。

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The water balance of three test sections simulating earthen landfill final covers has been evaluated. These test sections are located in the U.S. at landfills in humid (Live Oak, Atlanta, GA) and semi-arid climates (East Wenatchee, WA). In Atlanta, a traditional resistive barrier and in Wenatchee, resistive and capillary barriers are being evaluated. Climatic data and hydrologic data including overland flow, percolation, and soil water content have been collected for three years. The computer models HELP and UNSAT-H are used to predict the water balance of the test sections. Most of the climatic, soil, and vegetative input to the models is measured in the field or laboratory. The influence of climate, thicknesses and hydraulic properties of soil layers, and vegetation on water balance of capillary barriers is evaluated with the aid of computer simulations.; For both sites, evapotranspiration has been the most significant component of water balance, whereas percolation has been the least significant component. Total percolation from the resistive barrier in Atlanta has been 23 cm (6.1% of precipitation), whereas for the resistive barrier in Wenatchee it has been 3.1 cm (5.6% of precipitation). Whenever soil water storage reached its capacity, percolation occurred. Percolation from the capillary barrier at Wenatchee is one-sixth of percolation from the resistive barrier. Desiccation cracking and animal burrows degraded the performance of the resistive barrier.; Water balance predictions of the test sections by UNSAT-H were more accurate than HELP. Errors related to prediction of overland flow, freezing of ground surface, and snow-melt affected accuracy of both models.; Field data and water balance simulations indicate that percolation from earthen covers can be minimized by using adequate thicknesses of soil layers such that most of the infiltration during the period of higher precipitation and lower evapotranspiration can be stored, and then released to atmosphere when the evapotranspiration rate increases.
机译:已评估了三个模拟土质填埋场最终覆盖层的测试区域的水平衡。这些测试区域位于美国潮湿的垃圾填埋场(乔治亚州亚特兰大的Live Oak)和半干旱的气候填埋场(华盛顿州)。在亚特兰大,传统的电阻式屏障,在韦纳奇,电阻式和毛细管式屏障正在评估中。已经收集了三年的气候数据和水文数据,包括陆上流量,渗滤和土壤含水量。计算机模型HELP和UNSAT-H用于预测测试区域的水平衡。模型的大多数气候,土壤和营养输入都是在田间或实验室中测量的。借助计算机模拟,评估了气候,土壤层的厚度和水力特性以及植被对毛细管屏障水平衡的影响。对于这两个地点,蒸散量是水平衡的最重要组成部分,而渗滤则是最不重要的组成部分。来自亚特兰大的电阻性屏障的总渗滤量为23厘米(降水量的6.1%),而韦纳奇的电阻性屏障的总渗滤量为3.1厘米(降水量的5.6%)。只要土壤蓄水量达到极限,渗滤就会发生。韦纳奇的毛细屏障的渗透是电阻性屏障的六分之一。干燥裂纹和动物洞穴降低了电阻阻挡层的性能。 UNSAT-H对测试部分的水平衡预测比HELP更准确。与预测地表径流,地表冻结和融雪有关的误差影响了两个模型的准确性。现场数据和水平衡模拟表明,可以通过使用足够厚度的土壤层来最小化土层的渗流,从而可以存储较高降水量和较低蒸散量期间的大部分入渗量,然后在蒸发蒸腾速率下释放到大气中增加。

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