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首页> 外文期刊>Desalination: The International Journal on the Science and Technology of Desalting and Water Purification >Direct filtration of natural and simulated river water with air sparging and sponge ball application for fouling control
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Direct filtration of natural and simulated river water with air sparging and sponge ball application for fouling control

机译:通过空气喷射和海绵球直接过滤天然和模拟河水以控制结垢

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摘要

Membrane filtration is increasingly used for converting surface water to drinking water.This study investigated the effectiveness of air sparging in reducing fouling during direct membrane filtration of river water.Air sparging via side-stream filtration in tubular membranes at crossflow velocities (CFV) between 0.5-1.0 m/s enhanced the permeability by up to a factor of 4.6,given that the water used showed a high propensity of fouling.Sponge ball application to remove fouling proved,for model solutions with silt and clay,that chemical cleaning with NaOCl cannot erase fouling on the membrane surface by 100%.Residual fouling,indicated by flux increase above the initial flux observed after sponge ball cleaning,remains.Repeated sponge ball application appears to reduce the residual fouling.In terms of seasonal water sampling,the fouling potential declined from spring to fall due to a decrease of natural organic matter (NOM),colloids and mineral load (indicated by total organic carbon and turbidity).Air sparging (AS) effectiveness,measured by the ratio of AS-enhanced versus non-enhanced permeability,decreased with the dwindling fouling potential of the raw water.When model solutions were investigated (silt 5 g/L and clay 10 g/L),the enhancement factor for the silt slurry was less than that for the clay.
机译:膜过滤越来越多地用于将地表水转化为饮用水。本研究研究了在河水的直接膜过滤过程中空气喷射减少污垢的有效性。横流速度(CFV)为0.5时,通过侧流过滤在管状膜中进行空气喷射-1.0 m / s将渗透率提高了4.6倍,这是因为所使用的水显示出较高的结垢倾向。对于使用淤泥和粘土的模型溶液,使用NaOCl进行化学清洗无法解决,事实证明使用海绵球去除结垢是可行的保持膜表面上的污垢100%。残留污垢(以通量增加超过清洁海绵球后观察到的初始通量表示)仍然存在。重复使用海绵球似乎可以减少残留的污垢。就季节性水采样而言,结垢的可能性由于天然有机物(NOM),胶体和矿物质负荷的减少(从总有机碳和总有机碳空气鼓泡(AS)的有效性,通过AS增强与非增强渗透率之比来衡量,并随着原水的结垢潜力减小而降低。研究模型溶液时(淤泥5 g / L和粘土10 g / L),淤泥浆的增强因子小于粘土。

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