首页> 外文会议>International Symposium on Clay Geosynthetic Barriers, Apr 16-17, 2002, Nuremberg, Germany >Long-term field test of a clay geosynthetic barrier in a landfill cover system
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Long-term field test of a clay geosynthetic barrier in a landfill cover system

机译:垃圾填埋场覆盖系统中粘土土工合成材料屏障的长期现场测试

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A test field of 520 m~2 was installed on the cover of a municipal solid waste landfill in Bavaria in order to test a landfill capping system using a geosynthetic clay liner (GCL) as barrier layer. The test field was constructed as a large-scale lysimeter, in which the relevant water fluxes are collected and measured at high resolution and precision. The water balance of the 3-years monitoring period up to now shows, that evaporation accounts for almost 70% of the water output. 30% drain off laterally in the drainage geocomposite and only 0.5% seep through the GCL. In-situ-measurements of moisture within the bentonite of the GCL show seasonal changes in water content. Obviously the 1 m thick recultivation layer does not completely shield the GCL from desiccation stresses. Over all the GCL proved to be an effective sealing layer within the landfill cover system during the 3-years observation period.
机译:为了测试使用土工合成粘土衬里(GCL)作为阻挡层的垃圾填埋场封盖系统,在巴伐利亚州的一个城市固体垃圾填埋场的掩盖上安装了一个520 m〜2的测试场。测试场被构造为大型溶渗仪,其中收集了相关的水通量并以高分辨率和高精度进行了测量。到现在为止的三年监测期中,水平衡表明,蒸发几乎占总出水量的70%。在排水土工复合材料中,有30%的水从侧面排出,只有0.5%的水通过GCL渗入。 GCL膨润土中的水分原位测量显示出水分含量的季节性变化。显然,1 m厚的复耕层不能完全屏蔽GCL免受干燥应力的影响。总体而言,在三年的观察期内,GCL被证明是垃圾填埋场覆盖系统中的有效密封层。

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