期刊
ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH
卷 28, 期 10, 页码 12613-12627出版社
SPRINGER HEIDELBERG
DOI: 10.1007/s11356-020-11242-9
关键词
River bottom sediments; Flocculants; Turbidity value; Flocculation effect; Solidification effect
资金
- National Nature Science Foundation of China [51702238]
- China Postdoctoral Science Foundation [2019M650715]
- Opening Funds of Jiangsu Key Laboratory of Construction Materials [CM2018-02]
- Plan Project of Science and Technology of Wenzhou [S20150010]
The article discusses the key issue of river bottom sediment reduction which is to solve the dewatering of sediments. Different combinations of flocculants and curing agents have been developed to address this issue, and suitable ratios of composite flocculants have been found through experiments.
The main problem in the reduction of river bottom sediments is to solve the dewatering of the rive sediments. The reduction of river bottom sediments is usually dehydrated by natural air drying and requires more time and economic costs. Different proportions of composite flocculants and curing agents have been developed to the reduction of river bottom sediments according to the requirements of the project. Two or more flocculants were mixed with the rive sediments. Therefore, anionic polyacrylamide (PAM), polyaluminum chloride (PAC), polysilicate aluminum ferric (PSAF), and iron perchloride (IC) were selected for flocculation of river sediments. Through the sedimentation column test, the relationship between sedimentation amount and time was plotted, the turbidity value and pH value of the supernatant filtration supernatant were detected, and the flocculation effect of different flocculants was evaluated to obtain suitable groups of composite flocculants. The optimum ratio of two types of polyacrylamide with a molecular weight of 18 million and 23 million was 3:7. The turbidity of the supernatant of water could well be reduced by adding polysilicate aluminum ferric. Finally, the 6 groups of composite flocculants were determined according to the sedimentation and the turbidity value of the supernatant. The relative water content was maintained at about 60% before and after flocculation. At the same curing age, the compressive strength increased as the amount of curing agent increased after flocculation. At the same curing agent dosage, the overall solidification effect was reduced with increase of curing time after flocculation.
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