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Retartation Performance to Pollutants of Antiseepage Slurry for Waste Landfill Sites

机译:废垃圾填埋场抗渗浆污染物的延迟性能

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Based on self-developed bentonite - fly ash - cement(BFC)slurry and flexible wall permeameter, infiltration test was conducted on slurry concretion samples of different height using heavy metal ions Solution and leachate from waste landfill site. Test proved that as a result of the infiltration deposition and adsorption residence performance, retardation by slurry concretion happened in about 30mm of initial infiltration to 95% of heavy metal ion pollutants(Hg, As, Pb, Cr, Cd etc.) and 60% of waste leachate pollutants (NH_4-N, TN, TP, COD_(Cr), BOD_5 etc.). Moreover, blocking rate for all pollutants presents an increasing trend along with the increase of the height of slurry concretion samples in a defined way.
机译:基于自主膨胀的膨润土 - 粉煤灰 - 水泥(BFC)浆料和柔性壁髓相位计,在使用重金属离子溶液和废垃圾填埋场浸出的不同高度的浆料混凝土样品上进行渗透试验。试验证明,由于渗透沉积和吸附住宅性能,浆料混凝土的延迟发生在约30mm的初始渗透到95%的重金属离子污染物(Hg,As,Pb,Cr,Cd等)和60%废渗滤液污染物(NH_4-N,TN,TP,COD_(CR),BOD_5等)。此外,所有污染物的阻塞率呈增加趋势,随着浆料混凝土样品的高度以定义的方式增加。

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