膨润土
水泥
地下水
铬
色散(光学)
环境科学
废物管理
环境工程
地质学
岩土工程
材料科学
工程类
冶金
光学
物理
作者
Mamoru Kashiwaya,Hiroshi Deguchi,Seiichi Ueoka,Hiromu Iwaasa,Masatoshi Iio
标识
DOI:10.1016/s0273-1223(96)00767-6
摘要
Abstract Laboratory permeability tests with soft groundwater contaminated by Cr6+ were carried out to develop measures to prevent dispersion of Cr6+ concentrate into a large amount of groundwater by providing cut-off barriers made from a mixture of blast furnace slag cement and sodium type bentonite. From these tests, it was necessary to maintain the permeability coefficient of 3 × 10−9 m/sec. or lower as soon as possible after the barrier provision. Through a test in which MgCl2 of 270 mglL and some amounts of Ca(OH)2 for pH adjustment were added to the permeating Cr6+ groundwater, it was found that for the pH to be adjusted within a range of 9.0 to 9.5 was an appropriate approach. Through the other test in which MgCI2 of 270 mglL and some amounts of either poly-aluminium chloride(PAC) or Al2(SO4)3 were added to the permeating Cr6+ groundwater, it was also found that the addition of PAC brings a good result due to the reduction of permeability and no breakthrough of Cr6+ containing leachate. It was confirmed that the minimum requirement of pAC was 30 mglL as Al2O3.
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