摘要
蓝藻藻泥的脱水减量处理已成为湖泊治理的一个新的问题,脱水的本质是藻泥的固结排水过程。因此通过藻泥的固结试验研究其固结特性,对于提高藻泥的脱水效率具有重要意义。通过对固结仪进行改进,对1种蓝藻藻泥和1种湖泊淤泥进行试验,研究藻泥的固结特性及区别。结果表明:藻泥的固结排水时间很长,孔压消散非常慢;藻泥的固结系数及渗透系数非常小,并随着固结压力的增加而减小的非常明显;通过分析认为藻泥中的生物质细胞体是造成固结时间长、水分排出缓慢的主要原因。
The treatment of cyanobacterial dewatering and reduction has become a new issues in lakesimprovement. The essence of dewatering of cyanobacterial is a process of consolidation and drainage; therefore,the investigation of the consolidation behavior of cyanobacterial byconsolidation experiment is important to the enhancement of dewatering effects. Based on the improvement of oedometer by setting additional piezometer and displacement sensor,one type of cyanobacterial and one type of dredged materials were studied for their difference of consolidation characteristics. The results indicated that consolidated time of cyanobacterial was very long and the excess pore water pressure dissipated very slowly. The coefficient of consolidationand coefficient of permeability of cyanobacterial is extremely low,and have great changed in the consolidation process. Meanwhile,the main reason of long time consolidating and extremelyslow for drainage is a large number of organic matter cells in cyanobacterial.
出处
《水资源与水工程学报》
2014年第2期136-139,共4页
Journal of Water Resources and Water Engineering
基金
江苏省重点基金项目(BK2011025)
国家自然科学基金项目(50979028)
国家重点基础研究发展规划973项目(2012CB719804)
关键词
藻泥
淤泥
固结试验
固结系数
渗透系数
孔隙水压力
cyanobacterial
dredged materials
consolidation experiment
coefficient of consolidation
coefficient of permeability
pore water pressure