首页> 外文会议>Interantioanl groundwater symposium >TESTING AND MODELING OF SEEPAGE INTO UNDERGROUND OPENINGS IN A HETEROGENEOUS FRACTURE SYSTEM AT YUCCA MOUNTAIN, NEVADA
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TESTING AND MODELING OF SEEPAGE INTO UNDERGROUND OPENINGS IN A HETEROGENEOUS FRACTURE SYSTEM AT YUCCA MOUNTAIN, NEVADA

机译:内华达州丝卡山异质断裂系统渗流渗流的测试与建模

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Seepage is an issue of some importance for the proposed long-term geologic disposal of high-level radioactive waste at Yucca Mountain. Seepage into the tunnels in which the waste will be emplaced can mobilize the waste allowing it to enter the accessible environment through natural springs or man-made wells in neighboring valleys down gradient. A testing program was initiated to characterize the process of seepage into tunnels in Yucca Mountain in the same stratigraphic unit as the proposed waste emplacement tunnels. The seepage characterization data are .used to create predictive models to assess the risk and magnitude of seepage under future conditions. Off the main underground tunnel at Yucca Mountain, several niches, or short tunnels about 10 m long, were excavated to be used for seepage characterization. Three boreholes were drilled about 0.6 m above the crown of the niche and are labeled UL, UM, and UR in Figure 1. Air-injection testing was carried out in the boreholes above the niches. Intervals were isolated every 0.3 m along the boreholes by means of an inflatable packer system. The tests were analyzed to infer the fracture system permeability of the rock. After the air-injection tests were completed, liquid-release tests (LRTs) were initiated in some of the same intervals that were used for the air-injection tests. In this way, intervals with very low permeability could be identified, and LRTs in these intervals initiated at lower rates. LRTs of short duration were performed at Niche 3650, the first niche to be tested. A capture system was set up beneath the drift ceiling, as shown in Figure 1, so that potential seepage could be weighed and compared to the mass of water injected into the rock during that test. The seepage data for these tests included only the time of seepage initiation and the total mass of water that seeped. Multiple injection rates were tested in many of the intervals in order to capture the rate of injection below which no seepage occurs.
机译:渗流是尤卡山山区高级放射性废物的拟议长期地质处置的一系。渗流进入隧道,其中浪费将被淘汰,可以动员废物,使其通过自然泉水或人为井中的邻近山谷梯度进入可访问的环境。启动测试程序,以表征在与所提出的废弃物隧道中的羽毛山中渗流到云卡山隧道的过程。 Seepage表征数据是创建预测模型,以评估未来条件下渗漏的风险和大小。在Yucca Mountain的主要地下隧道上,几个壁龛或长约10米长的短隧道,被挖掘用于渗流表征。三个钻孔钻在核心冠冠上方约0.6米,并标记为UL,UM和UR,如图1所示的UL。空气喷射测试在核桃上方的钻孔中进行。借助于可充气封隔器系统沿着钻孔沿着钻孔隔离每0.3μm的间隔。分析测试以推断岩石的骨折系统渗透率。在空气喷射试验完成后,以用于空气喷射试验的一些相同的间隔开始液体释放试验(LRT)。以这种方式,可以识别具有非常低的渗透率的间隔,并且在这些间隔以较低速率启动的LRT。短时间内的LRT在Niche 3650进行,该待测试的第一个Niche。如图1所示,在漂移天花板下面设立捕获系统,从而可以称重潜在的渗水并将其与注入岩石中的水质量进行比较。这些测试的渗漏数据仅包括渗流发起的时间和所看到的水的总质量。在许多间隔中测试多次喷射率,以捕获下面的注射速率,没有发生渗漏。

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