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Environmental Safety Analysis of Red Mud-Based Cemented Backfill on Groundwater

机译:地下水上红泥泥浆回水环境安全分析

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摘要

As one of the main industrial solid wastes, there are a large number of free alkaloids, chemically bound alkaloids, fluoride, and heavy metal ions in Bayer process red mud (BRM), which are difficult to remove and easily pollute groundwater as a result of open storage. In order to realize the large-scale industrial application of BRM as a backfilling aggregate for underground mining and simultaneously avoid polluting groundwater, the material characteristics of BRM were analyzed through physical, mechanical, and chemical composition tests. The optimum cement–sand ratio and solid mass concentration of the backfilling were obtained based on several mixture proportion tests. According to the results of bleeding, soaking, and toxic leaching experiments, the fuzzy comprehensive evaluation method was used to evaluate the environmental impact of BRM on groundwater. The results show that chemically bound alkaloids that remained in BRM reacted with Ca2+ in PO 42.5 cement, slowed down the solidification speed, and reduced the early strength of red mud-based cemented backfill (RMCB). The hydration products in RMCB, such as AFT and C-S-H gel, had significant encapsulation, solidification, and precipitation inhibition effects on contaminants, which could reduce the contents of inorganic contaminants in soaking water by 26.8% to 93.8% and the leaching of toxic heavy metal ions by 57.1% to 73.3%. As shown by the results of the fuzzy comprehensive evaluation, the degree of pollution of the RMCB in bleeding water belonged to a medium grade Ⅲ, while that in the soaking water belonged to a low grade II. The bleeding water was diluted by 50–100 times to reach grade I after flowing into the water sump and could be totally recycled for drilling and backfilling, thus causing negligible effects on the groundwater environment.
机译:作为主要的工业固体废物之一,拜耳工艺红泥(BRM)中有大量的游离生物碱,化学齐全的生物碱,氟化物和重金属离子,这难以作为难以去除和易于污染地下水的打开存储。为了实现BRM的大规模工业应用作为地下采矿的回填骨料和同时避免污染地下水,通过物理,机械和化学成分试验分析BRM的材料特性。基于几种混合物比例试验获得回填的最佳水泥砂比和固体质量浓度。根据出血,浸泡和有毒浸出实验的结果,采用模糊综合评价方法评价BRM对地下水的环境影响。结果表明,在BRM中保持在BRM中的化学结合的生物碱与PO 42.5水泥中的CA2 +反应,减慢了凝固速度,降低了红色泥浆粘液回填的早期强度(RMCB)。 RMCB中的水合产物如AFT和CSH凝胶,对污染物具有显着的包封,凝固和沉淀抑制作用,这可以将浸泡水中无机污染物的含量降低26.8%至93.8%,毒性重金属的浸出离子57.1%至73.3%。如模糊综合评价结果所示,出血水中RMCB的污染程度属于中等Ⅲ级,而浸泡水属于II级低等级。流入水槽后,将出血水稀释50-100次以达到等级,可以完全回收用于钻孔和回填,从而导致地下水环境造成可忽略不计的影响。

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