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城市污水二级出水超滤膜污染与膜特性的研究
摘要点击 3786  全文点击 1718  投稿时间:2012-07-30  修订日期:2012-10-20
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中文关键词  城市污水  超滤  膜结构  膜性质  膜污染
英文关键词  urban sewage  ultrafiltration  membrane structure  membrane properties  membrane fouling
作者单位E-mail
孟晓荣 西安建筑科技大学理学院,西安 710055 mxr5@163.com 
张海珍 西安建筑科技大学理学院,西安 710055  
王磊 西安建筑科技大学环境与市政工程学院,西安 710055  
王旭东 西安建筑科技大学环境与市政工程学院,西安 710055  
赵亮 西安建筑科技大学环境与市政工程学院,西安 710055  
中文摘要
      以城市污水二级出水为过滤介质,考察了PVA、PVP、PMMA等与PVDF的二元及三元共混超滤膜的过滤污染行为. 结果表明,共混优化了PVDF超滤膜的结构参数,添加剂PVP、PVA可有效改善膜的亲水化程度,提高膜渗透通量. 超滤膜的亲水性和结构特性对膜抗污染性能影响较大; 堵孔阻力是二级出水过滤膜污染不可逆的主要原因. 亲水性较强的超滤膜,二级出水过滤初期易因浓差极化而导致滤饼层污染,造成一定的通量衰减,但易清洗恢复,不可逆污染指数(rir)为0,抗污染性能好. 致密的超滤膜表面有利于防止二级出水中的中低分子量污染物进入膜内部,而断面通透大孔和疏松海绵层结构的超滤膜,能减少二级出水中的污染物在膜中沉积形成堵孔阻力. 膜表面多孔,内部大孔发育不充分,易形成堵孔污染,通量衰减大且不易清洗恢复,膜污染不可逆.
英文摘要
      The fouling behavior of UF membranes by secondary effluent of municipal wastewater was investigated using both original PVDF membranes and PVA, PVP and PMMA modified PVDF membranes. The results showed that the structure parameters of UF membranes were optimized by blending; PVP and PVA could effectively improve the hydrophilicity and permeate flux of the membranes. The hydrophilicity and structure properties of UF membrane had stronger effect on the anti-fouling properties. Pore plugging resistance was the main reason for the unrecoverable fouling. For UF membranes with stronger hydrophilicity, there was some flux reduction in the initial filtration, which was attributed to the formation of concentration polarization layer. However, this layer can be easily removed and the irreversible fouling index(rir) was 0, thus guaranteeing the membrane a better anti-fouling property. The dense membrane surface could prevent low-molecular-weight pollutants from entering the internal pores of the membrane. For UF membrane with fully developed macropores in the cross-section and loose spongy layer structure, pollutants deposition to membrane internal pores, which would cause membrane pore plugging, could be effectively inhibited. In contrast, for membranes with porous surface and not fully developed macropores in the cross-section, pore plugging was more prone to occur. As a result, flux declined seriously and was difficult to be recovered by physical cleaning, which gave rise to the irreversible fouling.

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