复配混凝剂去除地下水中溶解性硅酸盐的试验研究  被引量:1

Experimental Investigation into Removal of Soluble Silicate in Groundwater by Using Compound Coagulants

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作  者:陶辉[1,2,3] 赖连花 陈清 白新征 

机构地区:[1]河海大学浅水湖泊综合治理与资源开发教育部重点实验室,江苏南京210098 [2]河海大学环境学院,江苏南京210098 [3]苏州立升净水科技有限公司,江苏苏州215152

出  处:《华南理工大学学报(自然科学版)》2017年第6期139-144,共6页Journal of South China University of Technology(Natural Science Edition)

基  金:水体污染控制与治理科技专项基金资助项目(2014ZX07405);2015年江苏省"双创计划"项目;江苏省高校优势学科建设工程资助项目~~

摘  要:为有效去除水中的溶解性硅酸盐,以某溶解性硅酸盐含量高达50~60mg/L的地下水为对象,开展复配混凝剂去除水中溶解性硅酸盐的试验研究.结果表明:当Ca(OH)_2投加量为450 mg/L时,对水中溶解性硅酸盐和浑浊度的去除率分别为51.16%和74.8%;进一步增加Ca(OH)_2投加量可进一步强化溶解性硅酸盐的去除,但会引起出水pH值的大幅升高;FeCl_3对水中溶解性硅酸盐的去除率低于12.55%,但其对出水浑浊度具有明显的控制优势;MgO对水中溶解性硅酸盐的最优投加量为400 mg/L,此时去除率为14.53%,处理后出水浑浊度较高;FeCl_3复配Ca(OH)_2时,对水中溶解性硅酸盐的去除率超过60%,并且出水浑浊度低于0.65 NTU;FeCl_3复配MgO时,对水中溶解性硅酸盐的去除率可达75%以上;Ca(OH)_2复配MgO时,对水中溶解性硅酸盐的去除率最高达73.76%,较单独使用Ca(OH)_2除硅时(81.41%)有所下降.3种复配方案中,以FeCl_3复配MgO的方案为佳,在此方案下,当Fe^(3+)质量浓度为16.8 mg/L、MgO质量浓度为500 mg/L时,硅的去除率达76.67%,滤后浑浊度为0.83 NTU,同时出水pH值最低,可节省后续调整pH时的酸用量.In order to effectively remove the soluble silicate in water, by taking the groundwater with a soluble sili- cate content of 50 -60 mg/L as the research objective, coagulation experiments for the soluble silicate removal by using different compound coagulants were performed. The results show that (1) when the dosage of Ca(OH)2 is 450mg/L, the removal of soluble silicate and the turbidity reaches 51.16% and 74. 8%, respectively; (2) with the increase of Ca(OH) z dosage (more than 450 mg/L), the removal of soluble silicate slightly increases while the pH value of the effluent greatly increases, too; (3) FeC13 has a poor removal on soluble silicate (less than 12. 55% ) but has an advantage in turbidity control; (4) MgO possesses poor efficiency for both soluble silicate removal (less than 14. 53% ) and turbidity control, and the optimal MgO dosage is 400mg/L; (5) the compound of FeC13 and Ca(OH)2 possesses good performance on both soluble silicate removal and turbidity control, more than 60% of soluble silicate is removed and the effluent turbidity is less than 0. 65 NTU; (6) the compound of FeC13 and MgO also possesses good performance on both soluble silicate removal and turbidity control, more than 75 % of solu- ble silicate is removed; (7) the compound of Ca (OH)2 and MgO results in a soluble silicate removal up to 73.76%, which is relatively less than that contributed by Ca( OH)2 only (81.41%) ; and (8) among the three above-mentioned compound approaches, the compound of FeCl3 and MgO with a Fe3+ dosage of 16.8 mg/L and a MgO dosage of 500 mg/L is the best because it results in a soluble silicate removal of 76. 67% and an effluent turbidity of 0. 83 NTU, and because it helps to obtain effluent with the lowest pH value, which saves the acid added in the later process.

关 键 词:地下水 溶解性硅酸盐 混凝 复配混凝剂 

分 类 号:X523[环境科学与工程—环境工程]

 

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