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作 者:刘海龙[1] 赵霞[1] 焦茹媛[1] 王相文[1] 王瑞军
机构地区:[1]山西大学环境与资源学院,太原030006 [2]山西吉瑞新能源科技有限公司,太原030006
出 处:《环境科学》2011年第1期102-107,共6页Environmental Science
基 金:太原市科技局战略性新兴产业培育专项项目(2010)
摘 要:用碱化度不同的混凝剂对水体进行混凝处理,对混凝前后水体中磷的含量、形态分布以及藻类可利用性等进行了研究.结果表明,不同碱化度的混凝剂除磷效果不同,对水体中磷形态分布的影响差别显著;Ala在混凝剂去除磷实验过程中起重要作用,碱化度越低的混凝剂除磷率越高,PACl0除磷效果最好.随着混凝剂(PACl0)投量的增加,水体中溶解态磷及颗粒态磷逐渐减少,当混凝剂含量超过一定剂量(10 mg.L-1)时,水体中的溶解态磷及颗粒态磷都沉入底泥.浊度控制和除磷所需混凝剂投量不一致,控制浊度时混凝剂投量3~5 mg.L-1效果最好,但理想的总磷去除率要求更高的混凝剂投量.底泥中藻类可利用磷(algal available phosphorus,AAP)的量随混凝剂(PACl0)投量的增加呈现先升后降的变化,在5 mg.L-1前AAP随混凝剂投量的增加逐渐增加;当超过5 mg.L-1时,AAP随混凝剂投量的增加而减少.投加过量(相对除浊要求)的混凝剂可以抑制底泥磷被生物利用,对长效控磷有重要意义.混凝除磷时混凝剂投量不能以浊度去除率为唯一标准,而应参考总磷去除率和底泥藻类可利用磷等磷释放控制的要求,使用较大的投量.Coagulation treatment was conducted by using coagulants of different basicity (ratio of OH -/AI) ;contents, distributions and algal availability of phosphorus in water were studied before and after coagulation. Results show that: phosphorus removals and its distribution in water were markedly different according to the coagulant with different basicity used;A1 plays an important role in the coagulation experiment for P removal. The lower the coagulant basicity was, the higher phosphorus removal was achieved;and PACl0 showed the best performance. Dissolved and particulate phosphorus reduced gradually with the increase of the coagulant ( PAC10 ). They were entirely turned into deposit phosphorus when the coagulant dosage was above 10 mg·L^-1. The demand of coagulant for turbidity control was proved to be unequal to that for phosphorus removal. The coagulant dosages of about 3-5 mg·L^-1 achieved the best turbidity removal in the experiment; while much higher dosage was needed to get desired phosphorus removal. The amount of AAP ( algal available phosphorus) in the sediments changed according to coagulant (PACl0 ) dosages. AAP increased with the increase of coagulant dosage when the dosage was less than 5 mg·L^-1 ,then it decreased with further addition of coagulant above 5 mg·L^-1. It was proved that release of phosphorus in sediments would be controlled effectively by addition of coagulant overdosed compared to the need for turbidity removal ,which is important to long-term control of phosphorus. It was indicated that the dosage of coagulant used for phosphorus removal can not use the sole criterion for turbidity removal;the need for total phosphorus removal,sediment release of available phosphorus (such as AAP) and other phosphorus control requirements should be considered;and a larger dosage would be needed.
分 类 号:X522[环境科学与工程—环境工程]
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