滤池

V型滤池进水渠配水均匀性探讨

A discussion of distributing uniformity in entering trench of V shape filter

介绍V型滤池的工艺特点。

Introduce technology features of ⅴ - filter . 4 .

生物快滤池深度处理城市污水的性能及pH值变化规律

Performance and Effluent pH Variation Character of Rapid Biological Filter Used for Advanced Wastewater Treatment

V型滤池配水槽均匀性分析

Analysis of Distributing Uniformity in V Pattern Distributing Channel

V型滤池中国化的设计与实践

Design and Practise of V type Filtration pool

V型滤池设计、施工及运行总结

Design , Construction and Operation of V Filter

V型滤池过滤水力学与工艺设计计算

The hydrodynamics , technological design and computation as related to the V shape filter bed

实际运行效果表明V型高效纤维滤池作为污水深度处理工艺是切实可行的。

The running results show that high-efficiency V-fiber filter is feasible in advanced treatment process .

接种污泥的性能、湿度和营养液的pH和循环量是影响生物滴滤池挂膜和驯化的主要因素。

Inoculation sludge , humidity , and nutriments were main factors in the start up process of trickling filters .

V型滤池的设计与施工

Design and Construction of V-filter

滤池随着气水比的增加，各污染物去除率增加，但各污染物的去除效率变化不同，氨氮较COD、溶解性磷酸盐变化大。

The removal ratio can be enhanced with increase of ratio of air and water .

曝气生物滤池对喷水织机废水BOD5去除效果的研究

Research on the Removal of Hydraulic Loom Wastewater BOD_5 by BAF

Fenton试剂&曝气生物滤池处理酸性玫瑰红印染废水

Treatment of acidity rose red dyeing wastewater by Fenton reagent-biological aerated filter process

HLR、DO和pH值对滤池除铁有较大的影响；

HLR , DO and pH value had greater influences on iron removal of the filter bed .

用PLC和InTouch实现水厂双阀滤池自动控制

The Automatic Control Realization of Dual-Valve Filter Bed with PLC and InTouch in Water Treatment Plant

曝气生物滤池（BAF）在工业废水处理中的研究进展

Research Progress on Biological Aerated Filter for Industrial Wastewater Treatment

其净水工艺流程引入了V型滤池，自控系统采用SCADA集散型控制系统，设备及仪表全套国外进口。

Foreign technologies and investment are utilized including V filter of Degremont and SCADA based automatic control system with imported instruments and equipment etc.

其中活性炭滤池运行经历了吸附、生物活性炭（BAC）和换炭3个阶段。

The BAC filter has run through three periods : adsorption , BAC filtration and carbon changing .

随着进水水质的不同，生物快滤池中生化反应类型也随之变化，相应地滤池出水pH值也有不同的变化规律。

Corresponding to the change of influent quality , the type of biochemical reaction is changed in rapid biological filter , which could be reflected from the change of its effluent pH value .

本文介绍了V型滤池工艺特点，总结了V型滤池的工艺设计、施工安装和生产管理工作经验。

This article gives a brief instruction of technological characteristics of v-type fiter , summarizes the practical experiences in the technology design construction installation and production management of V type filter .

结果表明，曝气生物滤池和过滤的方法能有效去除污水中的有机物、NH3-N和SS等。

It was showed that aeration biological filter and general filter could effectively remove organics , NH3-N and SS in sewage .

O-A-O曝气生物滤池对COD和NH3-N的去除效果的试验研究

Study on the Performance of Removing COD and NH_3-N in the O-A-O Biological Aerated Filter

双层滤料生物滤池去除城市污水中COD（Cr）和NH3-N的试验研究

Experimental investigation of removal of COD_ ( Cr ) and NH_3-N from urban sewage by using biological filter bed with double-layer filter material

综合考虑C、N的去除效率，使用改性滤料的曝气生物滤池最佳COD容积负荷为2.5-5.0kg/m~3·d。

Considering synthetically the eliminating efficiency about C and N element , the best cubage load of COD is 2.5-5.0kg / m ~ 3 · d for the BAF used by the modification media .

V型滤池软件系统的设计：采用PID控制理论及顺序控制理论对V型滤池的过滤过程和反冲洗过程进行控制算法设计。

The design of ⅴ - filter software system : Design the control algorithm using the theory of PID control and sequence control for filtration process and backwashing process of V-filter . 7 .

结果表明，厌氧生物滤池停留时间为14h，COD的去除率可达83%；

The results showed that the COD removal was as high as 83 % when HRT was 14 hours .

长期运行试验结果表明，曝气生物滤池对COD、氨氮及浊度等具有良好的去除效果，平均去除率分别达到88.1%、60.1%和95.1%。

The experimental results showed that the removal rate of COD 、 NH3-N and turbidity in BAF system comes up to 88.1 % 、 60.1 % and 95.1 % respectively .

采用预沉淀、气浮、V型滤池过滤工艺对台州电厂四期综合废水进行了处理，处理后出水作为发电厂工业循环冷却水的补水。

A pre_sedimentation , aerated flotation and V_shape filter process has been adopted to treat Taizhou thermal power plant wastewater and effluent has been used as make_up water of Industrial circulating cooling water system .

考虑到曝气生物滤池多用于污水二级处理工艺中，本工艺在进水格栅后设置了调节池，之后是强化沉淀池，曝气生物滤池分三级，即CN滤池、N滤池、DN-P滤池。

On account of BAF is often used in second treatment of wastewater , the water regulator pond was set up after the grid , and after it is strengthen precipitation pond .

利用生物曝气滤池（BAF）对微污染水源水去除氨氮及有机物进行了试验研究。

Biological aerated filter ( BAF ) as bioremediation process of micropolluted source water to remove ammonia and organic matter was studied .