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排序方式: 共有158条查询结果,搜索用时 31 毫秒
71.
用梯度氧化铝膜净化空气 总被引:15,自引:0,他引:15
研究了孔径沿径向由大到小自然过渡的梯度氧化铝陶瓷膜管对空气的过滤净化。梯度氧化铝膜管控制层平均孔径为 0 2 μm ,对于空气中粒径大于或等于 0 2 2 μm的颗粒 ,膜管的截留率达到 10 0 % ;细菌的总滤除率为 99 99%。提高操作压力和错流线速度都有利于提高膜的过滤通量。空气净化过程中截留在空气中的微粒沉积于梯度氧化铝膜的管内壁 ,防止膜管的深层堵塞 ,使用过程通量下降缓慢 ,一次性使用寿命为 4年 ,易于清洗 ,清洗后过滤通量和过滤效率仍达 10 0 % 相似文献
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To develop a depth filter based on the electrostatic adsorption principle, positively charged microporous ceramic membrane was prepared from a diatomaceous earth ceramic membrane.The internal surface of the highly porous ceramic membrane was coated with uniformly distributed electropositive nano-Y_2O_3 coating. The dye removal performance was evaluated through pressurized filtration tests using Titan Yellow aqueous solution. It showed that positively charged microporous ceramic membrane exhibited a flow rate of 421 L/(m~2·hr) under the trans-membrane pressure of 0.03 bar. Moreover it could effectively remove Titan Yellow with feed concentration of 10 mg/L between pH 3 to 8. The removal rate increased with the enhancement of the surface charge properties with a maximum rejection of 99.6%. This study provides a new and feasible method of removing organic dyes in wastewater. It is convinced that there will be a broad market for the application of charged ceramic membrane in the field of dye removal or recovery from industry wastewater. 相似文献
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This research was aimed at investigating the reduction of DOM fractions and their trihalomethane formation potential (THMFP) by in-line coagulation with 0.1 μm ceramic membrane filtration. The combination of ceramic membrane filtration with a coagulation process is an alternative technology which can be applied to enhance conventional coagulation processes in the field of water treatment and drinking water production. The Ping River water (high turbidity water) was selected as the raw surface water because it is currently the main raw water source for water supply production in the urban and rural areas of Chiang Mai Province. From the investigation, the results showed that the highest percent reductions of DOC, UV-254, and THMFP (47.6%, 71.0%, and 67.4%, respectively) were achieved from in-line coagulation with ceramic membrane filtration at polyaluminum chloride dosage 40 mg/L. Resin adsorption techniques were employed to characterize the DOM in raw surface water and filtered water. The results showed that the use of a ceramic membrane with in-line coagulation was able to most efficiently reduce the hydrophobic fraction (HPOA) (68.5%), which was then followed by the hydrophilic fraction (HPIA) (49.3%). The greater mass DOC reduction of these two fractions provided the highest THMFP reductions (55.1% and 37.2%, respectively). Furthermore, the in-line coagulation with ceramic membrane filtration was able to reduce the hydrophobic (HPOB) fraction which is characterized by high reactivity toward THM formation. The percent reduction of mass DOC and THMFP of HPOB by in-line coagulation with ceramic membrane filtration was 45.9% and 48.0%, respectively. 相似文献
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Shengjie LIU Manxia ZHANG Xiang LI Xiaojia TANG Lingling ZHANG Yimin ZHU Chengyu YUAN 《Frontiers of Environmental Science & Engineering》2011,5(4):610-614
To fulfill the requirements of Guidelines for approval of ballast water management system (G8), a set of onshore ballast water treatment equipment utilizing micro-pore ceramic filtration (MPCF) and UV radiation (MPCF&UV) system was designed and set up with a maximum flow rate of 80 m3·h-1. Technical feasibilities of MPCF&UV system were evaluated in three areas: removal efficiencies of indicator organism and oceanic bacteria, perdurability of a ceramic filter, and application on native seawater. The results showed that no indicator organism (Dunaliella ) or oceanic bacteria was detected after treatment of 20 L MPCF and UV radiation at 1.3× 104 μW·s·cm-2. A 20 L ceramic filter can run continuously for 5.3 h at the flow rate of 15 m3·h-1 before its pressure drop up to 0.195 MPa. The removal percentage of total plankton amounts were 91.9% at a flow rate of 70 m3·h-1 by 80 L MPCF and UV radiation at 1.3× 104 μW·s·cm-2. 相似文献
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利用处理量为120m3/d的臭氧/陶瓷膜-生物活性炭(BAC)组合工艺处理微污染原水, 对工艺性能和BAC中的微生物多样性和种群结构进行了研究.结果显示,组合工艺可有效去除微污染原水中的有机物和氨氮.臭氧曝气提高了溶解氧浓度,改善了后续BAC工艺对氨氮的去除效果.组合工艺对氨氮和CODMn的总去除率分别约为90%和84%,其中BAC在污染物的去除中发挥了重要作用.组合工艺和传统工艺中BAC床层共检测到36个门类的细菌.与传统BAC工艺相比,臭氧/陶瓷膜降低了后续BAC中微生物群落结构的多样性和均匀度.组合工艺BAC中存在丰度较高的亚硝化单胞菌属和硝化螺旋菌属,可能对氨氮的去除具有重要的作用.臭氧/陶瓷膜对后续BAC中致病菌和条件致病菌有很好的预处理和抑制作用,显著降低了其相对丰度,提高了饮用水的生物安全性. 相似文献