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Immobilization and leaching characteristics of arsenic from cement and/or lime solidified/stabilized spent adsorbent containing arsenic

机译:水泥和/或石灰固化/稳定的含砷废吸附剂中砷的固定化和浸出特性

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Solidification/stabilization (S/S) of hazardous iron oxide coated cement (IOCC) spent adsorbent containing arsenic (As(III)) was investigated in the present study. Cement and lime-based S/S effectiveness was evaluated by performing semi-dynamic leach tests. The S/S effectiveness was evaluated by measuring effective diffusion coefficients (D_e) and teachability indices (LX). It was found that though cement or lime alone were efficient in preventing arsenic leaching (D_e being in range of 10~(-10) to 10~(-12) for all the matrices) from the solidified matrices, the best combination for arsenic containment in the matrix was obtained when a mixture of cement and lime was used. The LX values for all the matrices were higher than 10, suggesting that the S/S treated arsenic sludge are acceptable for "controlled utilization". Calcite formation along with precipitation and conversion into non-soluble forms (calcium arsenite, calcium hydrogen arsenate hydrates, calcium hydrogen arsenates, etc.) were found to be the responsible mechanism for low leaching of arsenic from the solidified/stabilized samples. A linear relationship between cumulative fraction (CFR) of arsenic leached and square root of leach time (R~2 ranging from 0.90 to 0.94) suggested that the diffusion is the responsible mechanism for arsenic leaching. Thus, cement and lime show effective containment of the As(III) within the matrix thus indicating S/S by cement and lime, which is also a low-cost option, as a suitable management option for the toxic As(III) sludge.
机译:在本研究中,研究了含有砷(As(III))的有害氧化铁涂覆水泥(IOCC)废吸附剂的固化/稳定化(S / S)。通过进行半动态浸出试验评估了水泥和石灰基S / S的有效性。通过测量有效扩散系数(D_e)和可教性指标(LX)评估S / S有效性。结果发现,虽然单独使用水泥或石灰可以有效地防止固化基质中砷的浸出(所有基质的D_e在10〜(-10)至10〜(-12)的范围内),但最佳的砷含量控制组合当使用水泥和石灰的混合物时,获得基质中的α-β。所有基质的LX值均高于10,这表明经S / S处理的砷污泥可被“控制利用”。已发现方解石的形成以及沉淀并转化为非可溶性形式(砷酸钙,砷酸氢钙水合物,砷酸氢钙等)是从固化/稳定化样品中低浸出砷的主要原因。砷淋溶的累积分数(CFR)与浸出时间的平方根之间的线性关系(R〜2在0.90至0.94之间)表明扩散是砷淋溶的主要机制。因此,水泥和石灰对基质中的As(III)具有有效的抑制作用,因此表明水泥和石灰对S / S的影响,这也是一种低成本选择,是有毒As(III)污泥的合适管理选择。

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