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Use of multi-linear drainage geocomposites for CCP disposal units final cover

机译:使用多线性排水地理复合材料复合材料用于CCP处理单位最终盖板

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In the event that a final cover is used to close a CCP disposal area, the cover system has to meet or exceed the EPA requirements. Regarding the drainage layer component, the use of Multi-Linear Drainage Geocomposite (MLDG) permits to collect and evacuate the infiltration water. MLDG like Drain Tube have embedded corrugated perforated mini-pipes regularly spaced between two non-woven geotextile layers. They enable water to be evacuated at a higher rate than an homogeneous drainage layer (Del Greco et al., Politecnico di Torino, Italy, 2012) even if the drainage slope is zero. Because differential settlement over time is one of the main concerns for CCP Landfill and Impoundment closures, Drain Tube will drain efficiently water and limit its accumulation even if differential settlements occur thanks to its directional behavior (drainage in the direction of the mini-pipes). The effective drainage capacity of the Drain Tube geocomposite which is a function of the distance between the mini-pipes in the product, is determined using GRI GC15 and ASTM D4716 standards. After Blond et al., 2010 and as per ASTM D7931 standard recommendation, the long-term drainage capacity of tubular drainage geocomposites is not affected by creep in compression nor geotextile intrusion when confined in soil. These two reduction factors RF_(CR) and RF_(IN) must be taken equal to 1.0 in the design of the drainage layer with a MLDG such a Drain Tube. This leads to a cost reduction and a higher factor of safety for the drainage layer.
机译:如果使用最终封面来关闭CCP处理区域,则封面系统必须满足或超过EPA要求。关于排水层组分,使用多线性排放地理复合物(MLDG)的使用允许收集和抽出渗透水。像排水管一样的MLDG具有嵌入式波纹穿孔的迷你管,该迷你管在两个非织造土工织物层之间定期间隔开。它们使水以比均匀的排水层更高的速度疏散(Del Greco等,PoliteCnico di Torino,意大利,2012)即使排水斜率为零。由于随着时间的推移,差动结算是CCP垃圾填埋场和蓄水闭合的主要问题之一,即使由于其定向行为(迷你管道方向排出)发生差动沉降,排水管也会有效地排出并限制其积累。使用GRI GC15和ASTM D4716标准测定作为产品中迷你管道之间的距离的漏极管Geococith的有效排水能力。在Blond等人,2010年和ASTM D7931标准推荐之后,管状排水地理复合材料的长期排水能力不受压缩时蠕变的影响,或者在土壤中施加狭窄。这两个缩减因子RF_(CR)和RF_(IN)必须在引流层的设计中等于1.0,其中MLDG这样的排水管。这导致降低成本和排水层的较高系数。

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