水力旋流器
过滤(数学)
凝结
环境科学
污染
沉积物
水质
水处理
中试装置
环境工程
废物管理
工程类
地质学
生物
统计
心理学
精神科
物理
数学
生态学
古生物学
经典力学
作者
Jong‐Oh Kim,Seungjin Kim,Jinwook Chung
摘要
A pilot-scale plant was installed on a dredger to remove contaminants in dredged sediment and to discharge the treated water for recovering the water storage capacity. The hybrid treatment system comprised a screen, a two-stage hydrocyclone for liquid–solid separation, and a membrane filtration or chemical coagulation step to remove the remaining contaminants. To recycle the treated water after removing greater than 90% of particles 18 μm or larger, the inflow velocities of the hydrocyclone in the first and second stages were fixed at 6.5 and 10 m/s, respectively. In addition, a ratio of the depth of the vortex finder to the cylinder section of 1.5 was shown the highest separation rates. Most water quality items met the standards for lakes after sequential treatment by membrane filtration or chemical coagulation, and the treated water was discharged outside of the ship. However, considering the cost of operation, the sequential treatment should be accompanied by membrane filtration instead of chemical coagulation. © 2014 American Institute of Chemical Engineers Environ Prog, 34: 476–484, 2015
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