CN103382049B - Sequencing batch activated sludge reactor for sewage treatment and treatment process - Google Patents

Sequencing batch activated sludge reactor for sewage treatment and treatment process Download PDF

Info

Publication number
CN103382049B
CN103382049B CN201210482418.1A CN201210482418A CN103382049B CN 103382049 B CN103382049 B CN 103382049B CN 201210482418 A CN201210482418 A CN 201210482418A CN 103382049 B CN103382049 B CN 103382049B
Authority
CN
China
Prior art keywords
reactor
main body
activated sludge
reactor main
treatment
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201210482418.1A
Other languages
Chinese (zh)
Other versions
CN103382049A (en
Inventor
汪美贞
郑昕
王珏华
许俊杰
王硕
何虹蓁
闵航
沈东升
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang Gongshang University
Original Assignee
Zhejiang Gongshang University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhejiang Gongshang University filed Critical Zhejiang Gongshang University
Priority to CN201210482418.1A priority Critical patent/CN103382049B/en
Publication of CN103382049A publication Critical patent/CN103382049A/en
Application granted granted Critical
Publication of CN103382049B publication Critical patent/CN103382049B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

The invention discloses a sequencing batch activated sludge reactor for sewage treatment and a treatment process, wherein the sequencing batch activated sludge reactor comprises a reactor main body, and an aeration device connected with an air pump is arranged in the reactor main body; the reactor main body is provided with a sample inlet and a water outlet, and the bottom of the reactor main body is provided with a sludge outlet; the aeration device comprises an aeration head arranged at the bottom of the reactor main body; the inner wall of the reactor body is rough. When the device is used for biological sewage treatment, the adding times of the strains are less, the durability is good, and activated sludge and pollutant degrading bacteria can form a film on the inner wall of the reactor with the help of a signal molecule preparation, so that various pollutants in sewage can be degraded quickly and effectively; the device has reliable principle, simple manufacturing structure, convenient monitoring and high treatment efficiency, and can be applied to actual industrial wastewater treatment after being amplified according to a certain proportion.

Description

一种用于污水处理的序批式活性污泥反应器及处理工艺A sequencing batch activated sludge reactor and treatment process for sewage treatment

技术领域technical field

本发明涉及污水处理领域,尤其涉及一种用于污水处理的序批式活性污泥反应器及处理工艺。The invention relates to the field of sewage treatment, in particular to a sequencing batch type activated sludge reactor and a treatment process for sewage treatment.

背景技术Background technique

烟草处理废水和含氟有机废水等是目前较难处理的工业污水。由于生物学方法的有效性、低价性,其在废水处理中得到了普遍应用,而且生物学方法可以适用于连续变化的污染物浓度。常规活性污泥法是利用微生物首先将有机物转化为二氧化碳、水和微生物菌体,反应后将微生物保存下来,在适当的时间通过排除剩余污泥从系统中除去新增的微生物,达到降解污染的目的。Tobacco treatment wastewater and fluorine-containing organic wastewater are currently difficult industrial wastewater to treat. Biological methods are widely used in wastewater treatment because of their effectiveness, low cost, and the fact that biological methods can be adapted to continuously varying pollutant concentrations. The conventional activated sludge method is to use microorganisms to first convert organic matter into carbon dioxide, water and microbial cells, then preserve the microorganisms after the reaction, and remove the newly added microorganisms from the system by removing the remaining sludge at an appropriate time to achieve the goal of degrading pollution. Purpose.

序批式活性污泥法(SBR)是一种按间歇曝气方式来运行的活性污泥污水处理技术,近年来,由于SBR工艺具有结构简单、不设二沉池、布置紧凑、占地少、处理效果较稳定、操作灵活易变、便于实现自动化等优点而越来越受到人们重视。随着污水处理工艺的发展,SBR也出现一些新工艺,厌氧SBR、多级SBR等系统也得到了较深入的研究。公告号CN100369830C的发明专利公开了一种循环序批式活性污泥法污水处理工艺及其活性污泥反应器。该反应器由两主反应池和两辅反应池通过连通道或控制闸环形封闭串联而成,其中:两主反应池内设有曝气装置,两主反应池的上游池壁布置主反应池进水口;两辅反应池内设有搅拌装置和剩余污泥泵,两辅反应池的上游池壁布置辅反应池进水口,两辅反应池的下游池壁布置排水装置。公开号CN202369443U的实用新型专利公开了一种厌、缺和好氧SBR反应器,整体成圆柱桶状,包括有搅拌轮桨,其上部有搅拌发动机驱动,在反应器下部有曝气口,外连鼓风机,反应器柱壁上从下到上依次有曝气管,排泥管,出水管,取样管,溢流管,在反应部分外面有用于调节温度的水浴部分。另外还有排气口、溶解氧传感器、进水管、硝酸盐进水管、进水泵、时间自动控制器、配水储存桶、电路等部分。这些现有的用好氧生物强化法处理废水的反应器,大多没有载体且内壁光滑,内壁上不易挂膜,活性污泥不能很均匀的分布在反应器内,使生物强化技术的实际应用存在很多弊端。Sequenced batch activated sludge process (SBR) is an activated sludge sewage treatment technology operated by intermittent aeration. In recent years, due to the simple structure, no secondary sedimentation tank, compact layout and less land occupation , more stable processing effect, flexible operation, easy to realize automation and other advantages, and more and more people pay attention to it. With the development of sewage treatment process, some new processes have appeared in SBR, and systems such as anaerobic SBR and multi-stage SBR have also been studied in depth. The invention patent with the notification number CN100369830C discloses a circulating sequencing batch type activated sludge sewage treatment process and its activated sludge reactor. The reactor is composed of two main reaction pools and two auxiliary reaction pools connected in series through a connecting channel or a control gate. Aeration devices are installed in the two main reaction pools, and the main reaction pool is arranged on the upstream wall of the two main reaction pools. The water inlet; the two auxiliary reaction tanks are equipped with a stirring device and a residual sludge pump, the upstream wall of the two auxiliary reaction tanks is arranged with the water inlet of the auxiliary reaction tank, and the downstream wall of the two auxiliary reaction tanks is arranged with a drainage device. The utility model patent with the publication number CN202369443U discloses an anaerobic, anaerobic and aerobic SBR reactor, which is in the shape of a cylindrical barrel as a whole, including a stirring wheel and paddle, driven by a stirring engine in the upper part, and an aeration port in the lower part of the reactor. Even with the blower, there are aeration pipes, sludge discharge pipes, water outlet pipes, sampling pipes, overflow pipes on the column wall of the reactor from bottom to top, and a water bath part for adjusting temperature outside the reaction part. In addition, there are exhaust ports, dissolved oxygen sensors, water inlet pipes, nitrate water inlet pipes, water inlet pumps, automatic time controllers, water distribution storage tanks, circuits and other parts. Most of these existing reactors that use aerobic bioaugmentation to treat wastewater have no carrier and smooth inner walls. Films are not easy to hang on the inner walls, and the activated sludge cannot be evenly distributed in the reactor. Many disadvantages.

公开号CN1772654A的发明专利申请公开了一种悬浮载体SBR工艺处理中、小城镇和生活小区污水及工业废水的装置和方法,悬浮载体SBR反应器分为进水区、主曝区和SBR区,主曝区装填有悬浮载体,污水处理按周期进行。该方法可提高生物污泥总量,强化反应器污泥活性,但其存在载体不能重复利用,且容易淤积等缺点。The invention patent application with the publication number CN1772654A discloses a device and method for the suspension carrier SBR process to treat sewage and industrial wastewater in small towns and residential quarters. The suspension carrier SBR reactor is divided into a water inlet area, a main exposure area and an SBR area. The main exposure area is filled with suspended carriers, and the sewage treatment is carried out periodically. This method can increase the total amount of biological sludge and strengthen the activity of reactor sludge, but it has the disadvantages that the carrier cannot be reused and is easy to silt.

发明内容Contents of the invention

本发明提供了一种用于污水处理的序批式活性污泥反应器,用于生物强化法快速、有效地降解污水中的各种污染物。The invention provides a sequencing batch type activated sludge reactor for sewage treatment, which is used for rapidly and effectively degrading various pollutants in the sewage by a biological reinforcement method.

一种用于污水处理的序批式活性污泥反应器,包括反应器主体,反应器主体内设有与空气泵相连的曝气装置;所述反应器主体上设有进样口和排水口,反应器主体底部设有排泥口;所述曝气装置包括设在反应器主体底部的曝气头;所述反应器主体的内壁粗糙。A sequencing batch type activated sludge reactor for sewage treatment, comprising a reactor main body, the reactor main body is provided with an aeration device connected with an air pump; the reactor main body is provided with a sample inlet and a drainage port , The bottom of the reactor main body is provided with a sludge outlet; the aeration device includes an aeration head arranged at the bottom of the reactor main body; the inner wall of the reactor main body is rough.

反应器主体内壁粗糙,容易挂膜,微生物和活性污泥能均匀分布在反应器内,从而强化对污水的生物降解。The inner wall of the main body of the reactor is rough, and it is easy to hang film, and the microorganisms and activated sludge can be evenly distributed in the reactor, thereby strengthening the biodegradation of sewage.

所述反应器主体为圆柱型,反应器主体的高度与内径比为8∶1-10∶1。该比例条件下,最有利于曝气。The reactor main body is cylindrical, and the ratio of height to inner diameter of the reactor main body is 8:1-10:1. Under the condition of this ratio, the aeration is the most favorable.

所述进样口设于反应器主体的顶部,便于进样。The sample inlet is arranged on the top of the reactor main body, which is convenient for sample injection.

所述排水口设于反应器主体的侧壁上,方便排水或取样。The water outlet is arranged on the side wall of the reactor main body, which is convenient for water drainage or sampling.

所述排水口的数量为2-7个,排水口从反应器主体底部起自下而上设置在反应器主体的侧壁上,最上面的排水口离反应器主体顶端的距离为反应器主体高度的16-23%。优选地,所述排水口的数量为5个。在反应器主体的侧壁自下而上设置多个排水口方便在不同高度取样,比如,曝气时,可以取不同高度处的泥水混合样;停气时,自下而上可以分别取泥样、混合样和水样,便于检测和监控。另外,由于曝气处理时,污水表面有泡沫产生,最上面的排水口离反应器主体顶端距离占反应器主体高度16-23%时,泡沫不会溢出,且设备材料利用率最高。The number of the drains is 2-7, and the drains are arranged on the side wall of the reactor body from bottom to top from the bottom of the reactor body, and the distance from the top drain to the top of the reactor body is 16-23% of height. Preferably, the number of the water outlets is five. The side wall of the reactor main body is provided with multiple outlets from bottom to top to facilitate sampling at different heights. For example, when aerating, mud-water mixed samples at different heights can be taken; when the gas is stopped, mud can be taken separately from bottom to top Samples, mixed samples and water samples for easy detection and monitoring. In addition, since foams are generated on the surface of the sewage during aeration treatment, when the distance between the uppermost outlet and the top of the reactor body accounts for 16-23% of the height of the reactor body, the foam will not overflow, and the utilization rate of equipment materials is the highest.

所述排泥口为直径0.8-1.0cm的圆孔,便于活性污泥排出。The sludge outlet is a round hole with a diameter of 0.8-1.0 cm, which is convenient for activated sludge to be discharged.

所述反应器主体的内壁上设有若干颗粒状凸起,或者设有粗糙纹状,或者挂设有尼龙网;其中,粗糙纹状可通过内壁打毛实现。这样可方便地将内壁设置成粗糙状,微生物生物膜更容易在其上形成,有利于提高降解效率。The inner wall of the reactor main body is provided with a number of granular protrusions, or is provided with rough textures, or is hung with nylon nets; wherein, the rough textures can be realized by roughening the inner wall. In this way, the inner wall can be conveniently set in a rough shape, and the microbial biofilm is easier to form on it, which is conducive to improving the degradation efficiency.

所述曝气头通过曝气管与反应器主体外的空气泵相连,空气泵的曝气量为15-25L/h。The aeration head is connected with an air pump outside the reactor main body through an aeration pipe, and the aeration rate of the air pump is 15-25 L/h.

所述反应器主体的底部设有固定装置,起固定作用。所述固定装置可以为固定支架。The bottom of the reactor main body is provided with a fixing device, which plays a fixing role. The fixing device may be a fixing bracket.

具体地,反应器可以采用如下尺寸:反应器主体为圆柱型,高度为62-67cm,内径7cm,壁厚0.5-1.0cm;底部设置一个排泥口,直径为0.8-1.0cm;反应器主体侧壁上,从底部开始每间隔13cm设置一个排水(泥)口,共设置5个,最上面的排水口离反应器主体顶端的距离为10-15cm。Specifically, the reactor can adopt the following dimensions: the main body of the reactor is cylindrical, with a height of 62-67cm, an inner diameter of 7cm, and a wall thickness of 0.5-1.0cm; On the side wall, a drainage (mud) outlet is arranged at an interval of 13 cm from the bottom, and there are 5 outlets in total. The distance between the uppermost drainage outlet and the top of the reactor main body is 10-15 cm.

本发明还提供了一种利用上述序批式活性污泥反应器处理污水的工艺,包括:将活性污泥、污水、污染物降解菌种子液和信号分子制剂混合,加入反应器主体中;开启曝气装置对混合液进行曝气处理,停气后进行沉淀处理,使泥水分离;处理后的污水达标排放。The present invention also provides a process for treating sewage by using the above sequencing batch activated sludge reactor, including: mixing activated sludge, sewage, pollutant-degrading bacteria seed liquid and signal molecule preparation, and adding them to the main body of the reactor; The aeration device performs aeration treatment on the mixed liquid, and after the gas is stopped, the sedimentation treatment is carried out to separate the mud and water; the treated sewage is discharged up to the standard.

所述的污水可以为烟草废水或有机氟废水。The sewage can be tobacco waste water or organic fluorine waste water.

当污水为烟草废水时,污染物降解菌种子液为保藏号CGMCC No.7.47的节杆菌(Acinetobacter sp.)TW的种子液,信号分子制剂由浓度为8-16mmol/L的N-3氧代-己酰基-高丝氨酸内酯溶液和浓度为4-8mmol/L的N-己酰基-高丝氨酸内酯溶液按体积比2∶1-1∶2混合而成;曝气处理时间为18-48h,沉淀处理时间为5-15min。When the sewage is tobacco wastewater, the pollutant-degrading bacteria seed liquid is the seed liquid of Arthrobacter sp. TW with the preservation number CGMCC No. -Hexanoyl-homoserine lactone solution and N-hexanoyl-homoserine lactone solution with a concentration of 4-8mmol/L are mixed at a volume ratio of 2:1-1:2; the aeration treatment time is 18-48h , The precipitation treatment time is 5-15min.

其中,节杆菌TW分类命名为节杆菌(Acinetobacter sp.),株号为TW,并已保藏,保藏单位:中国微生物菌种保藏管理委员会普通微生物中心,保藏日期:2011年11月,保藏号:CGMCC No.7.47。该菌株同时保藏于浙江工商大学固体废弃处理处置与资源化利用实验室,Wang等(WangMeizhen,Yang Guiqin,Wang Xin,Yao Yanlai,Min Hang,Lv Zhenmei.Nicotine degradation by two novel bacterial isolates of Acinetobacter sp.TWand Sphingomonas sp.TY and their responses in the presence of neonicotinoidinsecticides.World Journal of Microbiology and Biotechnology,2011,27(7):1633-1640.)公开了该菌株的鉴定。节杆菌TW为革兰氏阴性菌,在含尼古丁或4-氟苯胺的ISM固体培养基上,大小为(0.5-0.7×1.6-2.0μm),菌落呈白色、湿润的圆形;在含尼古丁的ISM液体培养基中,为黄绿色,在含4-氟苯胺的ISM液体培养基中,为乳白色。该菌株16S rDNA基因序列(GenBank登陆号为FJ753401)如序列表中SEQ ID NO.1所示。Among them, Arthrobacter TW is classified as Arthrobacter sp. (Acinetobacter sp.), the strain number is TW, and has been preserved. The depository unit: General Microbiology Center of China Microbiological Culture Collection Management Committee, preservation date: November 2011, preservation number: CGMCC No. 7.47. The strain was also preserved in the Solid Waste Treatment and Resource Utilization Laboratory of Zhejiang Gongshang University. Wang et al. (Wang Meizhen, Yang Guiqin, Wang Xin, Yao Yanlai, Min Hang, Lv Zhenmei. Nicotine degradation by two novel bacterial isolates of Acinetobacter sp. TW and Sphingomonas sp.TY and their responses in the presence of neonicotinoid insecticides. World Journal of Microbiology and Biotechnology, 2011, 27(7): 1633-1640.) disclose the identification of the bacterial strain. Arthrobacter TW is a Gram-negative bacterium, on the ISM solid medium containing nicotine or 4-fluoroaniline, the size is (0.5-0.7×1.6-2.0μm), and the colony is white and moist; In the ISM liquid medium, it is yellow-green, and in the ISM liquid medium containing 4-fluoroaniline, it is milky white. The strain 16S rDNA gene sequence (GenBank accession number is FJ753401) is shown in SEQ ID NO.1 in the sequence listing.

所述的N-3氧代-己酰基-高丝氨酸内酯溶液为N-3氧代-己酰基-高丝氨酸内酯溶于水与乙腈的混合液(v∶v=1∶1)后制得的溶液,N-己酰基-高丝氨酸内酯溶液为N-己酰基-高丝氨酸内酯溶于水与乙腈的混合液(v∶v=1∶1)后制得的溶液。这两种物质同属于N-酰基-高丝氨酸内酯类(AHLs)化合物,是革兰氏阴性菌群体感应系统中最重要的一类信号分子,其调控许多生理特性的表达,这两种溶液按体积比2∶1-1∶2混合得到的信号分子制剂,在一定程度上能提高活性污泥的性质,能使节杆菌TW的胞外聚合物分泌增加,促使生物膜形成,有利于菌株定植,从而保证目的污染物的快速降解。The N-3 oxo-hexanoyl-homoserine lactone solution is a mixture of N-3 oxo-hexanoyl-homoserine lactone dissolved in water and acetonitrile (v:v=1:1) The obtained solution, N-hexanoyl-homoserine lactone solution, is a solution obtained by dissolving N-hexanoyl-homoserine lactone in a mixed solution of water and acetonitrile (v:v=1:1). These two substances belong to N-acyl-homoserine lactones (AHLs) compounds, which are the most important type of signaling molecules in the quorum sensing system of Gram-negative bacteria, which regulate the expression of many physiological characteristics. The two solutions The signal molecule preparation mixed at a volume ratio of 2:1-1:2 can improve the properties of activated sludge to a certain extent, increase the secretion of extracellular polymers of Arthrobacter TW, promote the formation of biofilm, and facilitate the colonization of strains , so as to ensure the rapid degradation of the target pollutants.

为了获得更好的协同效果,优选地,N-3氧代-己酰基-高丝氨酸内酯溶液和N-己酰基-高丝氨酸内酯溶液的体积比为1∶1。In order to obtain a better synergistic effect, preferably, the volume ratio of the N-3 oxo-hexanoyl-homoserine lactone solution and the N-hexanoyl-homoserine lactone solution is 1:1.

以每升烟草废水计,各物质的添加量为:活性污泥150-250mL,节杆菌TW种子液10-30mL,信号分子制剂5-10mL。该用量条件下,节杆菌TW种子液与信号分子制剂配比合适,使菌株更易在活性污泥体系中生长繁殖,有利于污染物的降解。Calculated per liter of tobacco wastewater, the addition amount of each substance is: 150-250mL of activated sludge, 10-30mL of Arthrobacter TW seed solution, and 5-10mL of signal molecule preparation. Under the condition of this dosage, the Arthrobacter TW seed solution and the signal molecule preparation are properly proportioned, which makes it easier for the strain to grow and reproduce in the activated sludge system, which is beneficial to the degradation of pollutants.

所述的节杆菌TW种子液通过如下方法制备:将节杆菌TW接入液体培养基中,于28-32℃摇床培养18-28h;通过该培养方式对菌株进行培养,直至菌液OD600≥0.65,即为培养至对数生长期的种子液。以体积1L计,所述的液体培养基由以下组分组成:K2HPO4 0.15-0.25g,KH2PO4 0.7-0.9g,Na2MoO4·H2O 0.003-0.0036g,MgSO4 0.15-0.25g,CaSO4·2H2O 0.05-0.15g,FeSO4·7H2O 0.003-0.007g,尼古丁0.8-1.2g,余量为水;液体培养基的pH为6-7。添加适量的尼古丁,以作为节杆菌TW种子液生长繁殖所必须的碳氮源。The Arthrobacter TW seed solution is prepared by the following method: insert Arthrobacter TW into a liquid medium, and culture it on a shaking table at 28-32°C for 18-28 hours; cultivate the strain by this culture method until the bacterial liquid OD600≥ 0.65, that is, the seed solution cultivated to the logarithmic growth phase. In terms of volume 1L, the liquid medium is composed of the following components: K 2 HPO 4 0.15-0.25g, KH 2 PO 4 0.7-0.9g, Na 2 MoO 4 ·H 2 O 0.003-0.0036g, MgSO 4 0.15-0.25g, CaSO 4 ·2H 2 O 0.05-0.15g, FeSO 4 ·7H 2 O 0.003-0.007g, nicotine 0.8-1.2g, the balance is water; the pH of the liquid medium is 6-7. An appropriate amount of nicotine is added as a carbon and nitrogen source necessary for the growth and reproduction of Arthrobacter TW seed liquid.

当污水为有机氟废水时,污染物降解菌种子液为保藏号CGMCC No.7.47的节杆菌(Acinetobacter sp.)TW的种子液,信号分子制剂由浓度为8-16mmol/L的N-3氧代-己酰基-高丝氨酸内酯溶液和浓度为4-8mmol/L的N-己酰基-高丝氨酸内酯溶液按体积比2∶1-1∶2混合而成;曝气处理时间为24-72h,沉淀处理时间为5-15min。When the sewage is organic fluorine wastewater, the seed liquid of pollutant-degrading bacteria is the seed liquid of Arthrobacter sp. TW with the preservation number CGMCC No.7.47, and the signal molecule preparation is composed of N-3 N-hexanoyl-homoserine lactone solution and N-hexanoyl-homoserine lactone solution with a concentration of 4-8mmol/L are mixed at a volume ratio of 2:1-1:2; the aeration treatment time is 24- 72h, precipitation treatment time is 5-15min.

其中,N-3氧代-己酰基-高丝氨酸内酯溶液和N-己酰基-高丝氨酸内酯溶液的体积比为1∶1。Wherein, the volume ratio of N-3 oxo-hexanoyl-homoserine lactone solution and N-hexanoyl-homoserine lactone solution is 1:1.

所述的有机氟废水为含4-氟苯胺的废水。含4-氟苯胺的废水为有机氟加工厂排水经前期厌氧工艺处理后,所产生的进入好氧阶段的含4-氟苯胺废水。对于该废水,常规方法较难处理,但节杆菌TW和信号分子制剂组合能选择性地降解4-氟苯胺,且降解效率较高。The organic fluorine wastewater is wastewater containing 4-fluoroaniline. The 4-fluoroaniline-containing wastewater is the 4-fluoroaniline-containing wastewater that enters the aerobic stage after the drainage from organic fluorine processing plants is treated by anaerobic process in the early stage. For this wastewater, conventional methods are difficult to treat, but the combination of Arthrobacter TW and signal molecule preparation can selectively degrade 4-fluoroaniline with high degradation efficiency.

废水中4-氟苯胺的浓度为0.2-1.5g/L;以每升废水计,各物质的添加量为:活性污泥150-250mL,节杆菌TW种子液20-40mL,信号分子制剂5-10mL。该用量条件下,节杆菌TW种子液与信号分子制剂配比合适,使菌株更易在活性污泥体系中生长繁殖,有利于污染物的降解。The concentration of 4-fluoroaniline in wastewater is 0.2-1.5g/L; the amount of each substance added per liter of wastewater is: activated sludge 150-250mL, Arthrobacter TW seed solution 20-40mL, signal molecule preparation 5- 10mL. Under the condition of this dosage, the Arthrobacter TW seed solution and the signal molecule preparation are properly proportioned, which makes it easier for the strain to grow and reproduce in the activated sludge system, which is beneficial to the degradation of pollutants.

所述的节杆菌TW种子液通过如下方法制备:将节杆菌TW接入液体培养基中,于28-32℃摇床培养24-48h;通过该培养方式对菌株进行培养,直至菌液OD600≥0.65,即为培养至对数生长期的种子液。以体积1L计,所述的液体培养基由以下组分组成:K2HPO4 0.15-0.25g,KH2PO4 0.7-0.9g,Na2MoO4·H2O 0.003-0.0036g,MgSO4 0.15-0.25g,CaSO4·2H2O 0.05-0.15g,FeSO4·7H2O 0.003-0.007g,4-氟苯胺0.8-1.2g,余量为水;液体培养基的pH为7.5-8.5。添加适量的4-氟苯胺,以作为节杆菌TW种子液生长繁殖所必须的碳氮源。The Arthrobacter TW seed solution is prepared by the following method: insert Arthrobacter TW into the liquid medium, and culture it on a shaking table at 28-32°C for 24-48h; cultivate the strain by this culture method until the bacterial liquid OD600≥ 0.65, that is, the seed solution cultivated to the logarithmic growth phase. In terms of volume 1L, the liquid medium is composed of the following components: K 2 HPO 4 0.15-0.25g, KH 2 PO 4 0.7-0.9g, Na 2 MoO 4 ·H 2 O 0.003-0.0036g, MgSO 4 0.15-0.25g, CaSO 4 2H 2 O 0.05-0.15g, FeSO 4 7H 2 O 0.003-0.007g, 4-fluoroaniline 0.8-1.2g, the balance is water; the pH of the liquid medium is 7.5-8.5 . An appropriate amount of 4-fluoroaniline was added as a carbon and nitrogen source necessary for the growth and reproduction of Arthrobacter TW seed liquid.

曝气装置可以设置如下程序:5min进样,5min排水及排泥,根据活性污泥沉降性能设定5-15min沉淀处理时间,根据出水性能设定18-72h水力停留时间(曝气处理时间)。The aeration device can be set as the following program: 5 minutes for sample injection, 5 minutes for drainage and sludge discharge, set 5-15 minutes of sedimentation treatment time according to the settlement performance of activated sludge, and set 18-72 hours of hydraulic retention time (aeration treatment time) according to the water output performance .

采用本发明方法,具有如下有益效果:Adopt the inventive method, have following beneficial effect:

(1)本发明提供的序批式活性污泥反应器,具有原理可靠、制造结构简单、监控方便、处理效率高等优点,尤其是搭配信号分子制剂使用,具有十分好的效果,按一定比例放大后可应用于更大的工业化废水处理场合。(1) The sequencing batch activated sludge reactor provided by the present invention has the advantages of reliable principle, simple manufacturing structure, convenient monitoring, and high processing efficiency, especially when used with signal molecule preparations, it has a very good effect and can be enlarged according to a certain ratio It can be applied to larger industrial wastewater treatment occasions.

(2)该反应器内壁粗糙,在信号分子的帮助下,活性污泥与污染物降解菌能在反应器内壁挂膜,在相同容积情况下,使反应效率提高,是一种较为理想的高效、经济、环保的针对烟草废弃物或有机氟废水等工业污水的新型反应器,能减少废弃物对环境与人体的危害,对环境保护具有重大意义。(2) The inner wall of the reactor is rough. With the help of signal molecules, activated sludge and pollutant-degrading bacteria can hang film on the inner wall of the reactor. Under the same volume, the reaction efficiency is improved, which is an ideal high-efficiency , Economical and environmentally friendly new reactors for industrial sewage such as tobacco waste or organic fluorine wastewater, can reduce the harm of waste to the environment and human body, and are of great significance to environmental protection.

(3)本发明提供的污水处理工艺操作方便,具有投加次数少,并可持久作用的优点,能大大缩短了反应器启动时间,加速反应器稳定。(3) The sewage treatment process provided by the present invention is easy to operate, has the advantages of less dosing times and long-lasting effect, can greatly shorten the start-up time of the reactor, and accelerate the stability of the reactor.

(4)采用本发明方法,污染物降解菌及有利于其在环境中定植的信号分子制剂(对微生物几乎没有毒性,能提高活性污泥的性质),在丰富营养源条件下能优先、快速、高效地降解尼古丁或4-氟苯胺;同时,在处理烟草废弃物时,还能降低烟草废弃物总COD值。(4) By adopting the method of the present invention, pollutant-degrading bacteria and signal molecule preparations (which are almost non-toxic to microorganisms and can improve the properties of activated sludge) that are conducive to its colonization in the environment can be preferentially and rapidly activated under the condition of rich nutrient sources. , Efficiently degrade nicotine or 4-fluoroaniline; at the same time, when dealing with tobacco waste, it can also reduce the total COD value of tobacco waste.

附图说明Description of drawings

图1为本发明中用于污水处理的序批式活性污泥反应器(SBR)的结构示意图。Fig. 1 is a structural schematic diagram of a sequencing batch activated sludge reactor (SBR) used for sewage treatment in the present invention.

具体实施方式Detailed ways

如图1所示一种用于污水处理的序批式活性污泥反应器,包括反应器主体1和曝气装置2。As shown in FIG. 1 , a sequencing batch activated sludge reactor for sewage treatment includes a reactor main body 1 and an aeration device 2 .

反应器主体1为圆柱型,材料为有机玻璃;反应器主体1的高度为67cm,内径为7cm,壁厚为0.5cm,有效容积约2L。The reactor main body 1 is cylindrical, and the material is plexiglass; the height of the reactor main body 1 is 67 cm, the inner diameter is 7 cm, the wall thickness is 0.5 cm, and the effective volume is about 2 L.

反应器主体1的底部设有固定装置,起固定作用;固定装置为固定支架。The bottom of the reactor main body 1 is provided with a fixing device for fixing; the fixing device is a fixing bracket.

反应器主体1的顶部开设有进样口11,用于污水、活性污泥等的加入;反应器主体1的底部开设有排泥口13,排泥口13为直径0.8cm的圆孔,用于活性污泥的排出。The top of the reactor main body 1 is provided with a sample inlet 11, which is used for adding sewage, activated sludge, etc.; the bottom of the reactor main body 1 is provided with a mud discharge port 13, and the mud discharge port 13 is a circular hole with a diameter of 0.8 cm. for the discharge of activated sludge.

反应器主体1的侧壁自下而上沿竖直方向共开设有5个排水口12,最下面的排水口12设在反应器主体1侧壁底部,从底部开始每间隔13cm设有一个排水口12,最上面的排水口12离反应器主体1顶端的距离为15cm。The side wall of the reactor main body 1 is provided with 5 drainage outlets 12 along the vertical direction from bottom to top, and the lowest drainage outlet 12 is arranged at the bottom of the side wall of the reactor main body 1, and a drainage outlet is provided every 13 cm from the bottom. Port 12, the distance from the uppermost drain port 12 to the top of the reactor main body 1 is 15 cm.

反应器主体1的内壁贴壁挂设一张尼龙网,使内壁呈粗糙状,容易挂膜,微生物和活性污泥能均匀分布在反应器内,能有效提高降解效率。A nylon net is hung on the inner wall of the reactor main body 1 to make the inner wall rough and easy to form a film. Microbes and activated sludge can be evenly distributed in the reactor, which can effectively improve the degradation efficiency.

进样口11、排泥口13、排水口12通过管道与外界控制系统相连,管道内设有调节阀。The sample inlet 11, the mud discharge port 13, and the drain port 12 are connected with the external control system through pipelines, and regulating valves are arranged in the pipelines.

曝气装置2包括曝气头22和曝气管21,曝气头22设在反应器主体1内腔的底部,曝气头22通过曝气管21与反应器主体1外部的空气泵3相连。The aeration device 2 includes an aeration head 22 and an aeration pipe 21, the aeration head 22 is arranged at the bottom of the inner cavity of the reactor main body 1, and the aeration head 22 is connected with the air pump 3 outside the reactor main body 1 through the aeration pipe 21 .

实施例1向内壁粗糙的SBR反应器中投加节杆菌TW及有利于其降解污染物的信号分子制剂来处理烟草废弃物Example 1 Adding Arthrobacter TW and signal molecule preparations that facilitate its degradation of pollutants to an SBR reactor with a rough inner wall to treat tobacco waste

(1)节杆菌TW的筛选和培养:(1) Screening and cultivation of Arthrobacter TW:

取杭州利群卷烟厂烟草废弃物,持续培养14d,以富集尼古丁降解菌;把富集培养物稀释、涂布接种到尼古丁无机盐培养基上培养;挑取菌落,继续稀释涂布培养,直至挑取得到单菌落。Tobacco waste from Hangzhou Liqun Cigarette Factory was taken and continuously cultured for 14 days to enrich nicotine-degrading bacteria; the enriched culture was diluted and inoculated on nicotine inorganic salt medium for culture; colonies were picked and continued to be diluted and cultured. until a single colony was picked.

经鉴定,该单菌落为节杆菌(Acinetobacter sp.),命名为节杆菌TW。节杆菌TW已保藏,保藏单位:中国微生物菌种保藏管理委员会普通微生物中心,保藏日期:2011年10月,保藏号:CGMCC No.7.47。该菌株为革兰氏阴性菌,大小为(0.5-0.7×1.6-2.0μm),节杆菌TW菌落呈白色、湿润的圆形;该菌16S rDNA序列的GenBank登陆号为FJ753401。Wang等(Wang Meizhen,Yang Guiqin,Wang Xin,Yao Yanlai,Min Hang,LvZhenmei.Nicotine degradation by two novel bacterial isolates ofAcinetobacter sp.TW and Sphingomonas sp.TY and their responses in thepresence of neonicotinoid insecticides.World Journal of Microbiology andBiotechnology,2011,27(7):1633-1640.)公开了节杆菌TW的鉴定。After identification, the single colony was Arthrobacter sp., named Arthrobacter TW. Arthrobacter TW has been preserved. Deposit unit: General Microbiology Center of China Microbiological Culture Collection Management Committee, preservation date: October 2011, preservation number: CGMCC No.7.47. The strain is a Gram-negative bacterium with a size of (0.5-0.7×1.6-2.0 μm), and the colony of Arthrobacter TW is white and moist round; the GenBank accession number of the 16S rDNA sequence of the bacterium is FJ753401. Wang等(Wang Meizhen,Yang Guiqin,Wang Xin,Yao Yanlai,Min Hang,LvZhenmei.Nicotine degradation by two novel bacterial isolates ofAcinetobacter sp.TW and Sphingomonas sp.TY and their responses in thepresence of neonicotinoid insecticides.World Journal of Microbiology andBiotechnology , 2011, 27(7): 1633-1640.) disclosed the identification of Arthrobacter TW.

节杆菌TW的种子液培养基配方为:K2HPO40.2g/L、KH2PO40.8g/L、MgSO40.2g/L、CaSO4·2H2O0.1g/L、NaMoO4·H2O0.0033g/L、FeSO4·7H2O0.005g/L、琼脂10g/L(固体培养基中)、尼古丁1g/L,pH6.5。The formula of Arthrobacter TW seed liquid medium is: K 2 HPO 4 0.2g/L, KH 2 PO 4 0.8g/L, MgSO 4 0.2g/L, CaSO 4 ·2H 2 O0.1g/L, NaMoO 4 · H 2 O 0.0033g/L, FeSO 4 ·7H 2 O 0.005g/L, agar 10g/L (in solid medium), nicotine 1g/L, pH 6.5.

(2)有利于尼古丁降解与菌株挂膜的信号分子制剂配制:该信号分子制剂由3-oxo-C6-HSL与C6-HSL组成,其母液的浓度分别为8mmol/L与4mmol/L,两者的混合比例为1∶1,总体积为10mL。所述信号分子制剂的作用,是使菌株的胞外聚合物分泌增加,促使生物膜形成,利于菌株定植,从而保证目的污染物的降解。(2) Preparation of signal molecule preparations that are beneficial to nicotine degradation and bacterial strain film formation: the signal molecule preparations are composed of 3-oxo-C 6 -HSL and C6-HSL, and the concentrations of the mother solutions are 8mmol/L and 4mmol/L, respectively, The mixing ratio of the two is 1:1, and the total volume is 10 mL. The function of the signal molecule preparation is to increase the secretion of extracellular polymers of bacterial strains, promote the formation of biofilms, and facilitate the colonization of bacterial strains, thereby ensuring the degradation of target pollutants.

(3)处理烟草废弃物:(3) Disposal of tobacco waste:

将活性污泥(取自杭州七格污水处理厂)、烟草废水(烟草废水中烟草废弃物来源于杭州利群卷烟厂,浓度随反应器运行逐渐提高)、节杆菌TW种子液(培养至对数生长期)和信号分子制剂混合,从进样口11加入SBR反应器的反应器主体1中;开启曝气装置2对混合液进行曝气处理,停气后进行沉淀处理,使泥水分离;处理后的污水达标排放。Activated sludge (taken from Hangzhou Qige Sewage Treatment Plant), tobacco waste water (tobacco waste in tobacco waste water comes from Hangzhou Liqun Cigarette Factory, the concentration gradually increases with the operation of the reactor), Arthrobacter TW seed solution (cultivated to several growth stages) and the signal molecule preparation are mixed, and added into the reactor main body 1 of the SBR reactor from the injection port 11; the aeration device 2 is turned on to aerate the mixed solution, and after the gas is stopped, the sedimentation treatment is carried out to separate the mud and water; The treated sewage is discharged up to standard.

其中,以每升烟草废水计,活性污泥的接种量为200mL;节杆菌TW种子培养液的接种量为20mL,有利于尼古丁降解的信号分子制剂加入量为10mL;反应条件为室温,pH5.0-8.0,DO为3-5mg/L,曝气量为20L/h;运行程序为:5min进样,5min排水及排泥,根据活性污泥沉降性能设定5-15min的污泥沉淀时间,根据出水性能设定18-48h的水力停留时间。每次排水后补加的反应液体积为反应器总体积的1/2。Among them, based on the tobacco wastewater per liter, the inoculum volume of activated sludge was 200mL; the inoculum volume of Arthrobacter TW seed culture solution was 20mL, and the addition amount of the signal molecule preparation beneficial to the degradation of nicotine was 10mL; the reaction conditions were room temperature, pH5. 0-8.0, DO is 3-5mg/L, aeration rate is 20L/h; the operation program is: 5min sample injection, 5min water drainage and sludge discharge, set the sludge settling time of 5-15min according to the settling performance of activated sludge , Set the hydraulic retention time of 18-48h according to the water outlet performance. The volume of reaction solution added after each drainage is 1/2 of the total volume of the reactor.

曝气时,可以通过5个排水口12分别取样,得到不同高度的泥水混合样进行检测;停气时,可以从自下而上的排水口12中分别取泥样、混合样和水样,用于检测和监控。During aeration, samples can be taken separately through the five outlets 12 to obtain mixed samples of mud and water at different heights for detection; Used for detection and monitoring.

处理结果显示,接种一次,即可在反应器污泥中持续监测到节杆菌TW,且活性污泥与菌株TW在尼龙网上挂壁明显,显示出了信号分子制剂在生物膜形成方面的出色作用,这样活性污泥不再只沉在反应器底部,而是在整个反应器中都分布,使尼古丁与COD的去除率维持在较高水平,持续监测100d;反应器运行稳定后,烟草废水中尼古丁在24h HRT内降解率为100%,其中尼古丁进水浓度在1.0-1.5g/L之间;COD的去除率超过80%,其中反应器每次换水后COD浓度在25000mg/L左右。The treatment results show that Arthrobacter TW can be continuously monitored in the reactor sludge after inoculation once, and the activated sludge and strain TW are obviously hanging on the nylon mesh, showing the excellent effect of signal molecule preparations on biofilm formation , so that the activated sludge no longer only sinks at the bottom of the reactor, but is distributed throughout the reactor, so that the removal rate of nicotine and COD is maintained at a high level, and the continuous monitoring is 100d; after the reactor runs stably, the tobacco wastewater The degradation rate of nicotine within 24h HRT is 100%, and the nicotine influent concentration is between 1.0-1.5g/L; the COD removal rate exceeds 80%, and the COD concentration is about 25000mg/L after each water change in the reactor.

对比例1将实施例1中内壁粗糙的SBR反应器换成内壁光滑的SBR反应器,即不挂设尼龙网,其他操作与上述例子相同。In Comparative Example 1, the SBR reactor with a rough inner wall in Example 1 was replaced with an SBR reactor with a smooth inner wall, that is, no nylon mesh was hung, and other operations were the same as the above examples.

结果显示,接种一次,即可在反应器污泥中持续监测到节杆菌TW,持续监测的时间为100d;反应器运行稳定后,烟草废水中尼古丁在24hHRT内降解率为100%,其中尼古丁进水浓度在1.0-1.5g/L之间;COD的去除率高达75%,其中反应器每次换水后COD浓度在25000mg/L左右。The results show that Arthrobacter TW can be continuously monitored in the reactor sludge once inoculated once, and the continuous monitoring time is 100d; after the reactor runs stably, the degradation rate of nicotine in tobacco wastewater is 100% within 24hHRT, and nicotine enters The water concentration is between 1.0-1.5g/L; the COD removal rate is as high as 75%, and the COD concentration is about 25000mg/L after each water change in the reactor.

实施例2向内壁粗糙的SBR反应器中投加节杆菌TW及有利于其降解污染物的信号分子制剂来处理有机氟废水Example 2 Arthrobacter TW and signal molecule preparations that are beneficial to its degradation of pollutants are added to the SBR reactor with a rough inner wall to treat organic fluorine wastewater

(1)节杆菌TW的培养:(1) Culture of Arthrobacter TW:

将实施例1中筛选获得的节杆菌TW接种到4-氟苯胺浓度为1.0g/L的无机盐培养基中,培养基配方为:K2HPO40.2g/L、KH2PO40.8g/L、MgSO40.2g/L、CaSO4·2H2O0.1g/L、NaMoO4·H2O0.0033g/L、FeSO4·7H2O0.005g/L、4-氟苯胺1g/L,pH8.0;在130rpm、30℃摇床中培养32h。Inoculate the Arthrobacter TW obtained by screening in Example 1 into an inorganic salt medium with a 4-fluoroaniline concentration of 1.0 g/L, and the medium formula is: K 2 HPO 4 0.2 g/L, KH 2 PO 4 0.8 g /L, MgSO 4 0.2g/L, CaSO 4 ·2H 2 O0.1g/L, NaMoO 4 ·H 2 O0.0033g/L, FeSO 4 ·7H 2 O0.005g/L, 4-fluoroaniline 1g/L , pH8.0; cultivated in a shaker at 130rpm and 30°C for 32h.

(2)有利于4-氟苯胺降解与菌株挂膜的信号分子制剂配制:该信号分子制剂由3-oxo-C6-HSL与C6-HSL组成,其母液的浓度分别为8mmol/L与4mmol/L,两者的混合比例为1∶1,总体积为10mL。所述信号分子制剂的作用,是使菌株的胞外聚合物分泌增加,促使生物膜形成,利于菌株定植,从而保证目的污染物的降解。(2) The preparation of signal molecule preparations that are beneficial to the degradation of 4-fluoroaniline and the membrane formation of strains: the signal molecule preparations are composed of 3-oxo-C 6 -HSL and C 6 -HSL, and the concentrations of the mother solutions are 8mmol/L and 8mmol/L respectively. 4mmol/L, the mixing ratio of the two is 1:1, and the total volume is 10mL. The function of the signal molecule preparation is to increase the secretion of extracellular polymers of bacterial strains, promote the formation of biofilms, and facilitate the colonization of bacterial strains, thereby ensuring the degradation of target pollutants.

(3)处理有机氟废水:(3) Treatment of organic fluorine wastewater:

将活性污泥(取自杭州七格污水处理厂)、有机氟废水(含4-氟苯胺的有机氟废水,为有机氟加工厂排水经前期厌氧工艺处理后所产生的进入好氧阶段的含4-氟苯胺废水)、节杆菌TW种子液(培养至对数生长期)和信号分子制剂混合,从进样口11加入SBR反应器的反应器主体1中;开启曝气装置2对混合液进行曝气处理,停气后进行沉淀处理,使泥水分离;处理后的污水达标排放。The activated sludge (taken from Hangzhou Qige Sewage Treatment Plant), organic fluorine wastewater (organic fluorine wastewater containing 4-fluoroaniline) is the aerobic stage produced by the organic fluorine processing plant drainage after the previous anaerobic treatment. Wastewater containing 4-fluoroaniline), Arthrobacter TW seed liquid (cultivated to the logarithmic growth phase) and signal molecule preparations are mixed, and added to the reactor body 1 of the SBR reactor from the inlet 11; the aeration device is turned on for 2 pairs of mixing The liquid is aerated, and after the gas is stopped, the sedimentation treatment is carried out to separate the mud and water; the treated sewage is discharged up to the standard.

其中,以每升有机氟废水计,活性污泥的接种量为200mL;节杆菌TW种子培养液的接种量为30mL,有利于尼古丁降解的信号分子制剂加入量为10mL;反应条件为室温,pH6.5-9.5,DO为3-5mg/L,曝气量为20L/h;运行程序为:5min进样,5min排水及排泥,根据活性污泥沉降性能设定5-15min的污泥沉淀,根据出水性能设定24-72h的水力停留时间。每次排水后补加的反应液体积为反应器总体积的1/2。Among them, based on the organic fluorine wastewater per liter, the inoculum volume of activated sludge is 200mL; the inoculum volume of Arthrobacter TW seed culture solution is 30mL, and the addition amount of signal molecule preparation that is beneficial to the degradation of nicotine is 10mL; the reaction conditions are room temperature, pH6 .5-9.5, DO is 3-5mg/L, aeration rate is 20L/h; the operation program is: 5min sample injection, 5min water drainage and sludge discharge, set 5-15min sludge sedimentation according to the settling performance of activated sludge , Set the hydraulic retention time of 24-72h according to the water outlet performance. The volume of reaction solution added after each drainage is 1/2 of the total volume of the reactor.

曝气时,可以通过5个排水口12分别取样,得到不同高度的泥水混合样进行检测;停气时,可以从自下而上的排水口12中分别取泥样、混合样和水样,用于检测和监控。During aeration, samples can be taken separately through the five outlets 12 to obtain mixed samples of mud and water at different heights for detection; Used for detection and monitoring.

处理结果显示,接种一次,即可在反应器污泥中持续监测到节杆菌TW,且活性污泥与菌株TW在尼龙网上挂壁明显,显示出了信号分子制剂在生物膜形成方面的出色作用,这样活性污泥不再只沉在反应器底部,而是在整个反应器中都分布,使4-氟苯胺与COD的去除率维持在较高水平,持续监测100d;反应器运行稳定后,4-氟苯胺在32h HRT内降解率为100%,其中4-氟苯胺进水浓度在1.0-1.5g/L之间;COD的去除率超过80%,其中反应器每次换水后COD浓度在15000mg/L左右。The treatment results show that Arthrobacter TW can be continuously monitored in the reactor sludge after inoculation once, and the activated sludge and strain TW are obviously hanging on the nylon mesh, showing the excellent effect of signal molecule preparations on biofilm formation In this way, the activated sludge no longer only sinks at the bottom of the reactor, but is distributed throughout the reactor, so that the removal rate of 4-fluoroaniline and COD is maintained at a high level, and the continuous monitoring is 100d; after the reactor is running stably, The degradation rate of 4-fluoroaniline within 32h HRT is 100%, and the influent concentration of 4-fluoroaniline is between 1.0-1.5g/L; the removal rate of COD exceeds 80%, and the COD concentration after each water change in the reactor Around 15000mg/L.

对比例2将实施例2中内壁粗糙的SBR反应器换成内壁光滑的SBR反应器,即不挂设尼龙网,其他操作与上述例子相同。Comparative Example 2 In Example 2, the SBR reactor with a rough inner wall was replaced with an SBR reactor with a smooth inner wall, that is, no nylon mesh was hung, and other operations were the same as the above examples.

结果显示,以3%的接种量,只接种一次,即可在反应器污泥中持续监测到节杆菌TW,持续监测的时间为100d;反应器运行稳定后,有机氟加工废水中4-氟苯胺在32h HRT内降解率为100%,其中4-氟苯胺进水浓度在1.0-1.5g/L之间;COD的去除率达75%,其中反应器每次换水后COD浓度在15000mg/L左右。The results show that Arthrobacter TW can be continuously monitored in the reactor sludge with only one inoculation with 3% inoculation amount, and the continuous monitoring time is 100 days; after the reactor runs stably, 4-fluoro The degradation rate of aniline within 32h HRT is 100%, and the influent concentration of 4-fluoroaniline is between 1.0-1.5g/L; the removal rate of COD is 75%, and the COD concentration is 15000mg/L after each water change in the reactor. L or so.

Claims (6)

1.一种用于污水处理的序批式活性污泥反应器,包括反应器主体(1),反应器主体(1)内设有与空气泵(3)相连的曝气装置(2),其特征在于,所述反应器主体(1)上设有进样口(11)和排水口(12),反应器主体(1)底部设有排泥口(13);所述曝气装置(2)包括设在反应器主体(1)底部的曝气头(22);所述反应器主体(1)的内壁上设有若干颗粒状凸起,或者设有粗糙纹状。1. A sequence batch type activated sludge reactor for sewage treatment, comprising a reactor main body (1), the reactor main body (1) is provided with an aeration device (2) that links to each other with an air pump (3), It is characterized in that, the reactor main body (1) is provided with a sample inlet (11) and a drain outlet (12), and the bottom of the reactor main body (1) is provided with a sludge outlet (13); the aeration device ( 2) It includes an aeration head (22) arranged at the bottom of the reactor main body (1); the inner wall of the reactor main body (1) is provided with a number of granular protrusions or rough lines. 2.根据权利要求1所述的序批式活性污泥反应器,其特征在于,所述反应器主体(1)为圆柱型,反应器主体(1)的高度与内径比为8:1-10:1。2. sequence batch type activated sludge reactor according to claim 1, is characterized in that, described reactor main body (1) is cylindrical, and the height of reactor main body (1) and internal diameter ratio are 8:1- 10:1. 3.根据权利要求1所述的序批式活性污泥反应器,其特征在于,所述进样口(11)设于反应器主体(1)的顶部。3. The sequencing batch activated sludge reactor according to claim 1, characterized in that, the sample inlet (11) is arranged on the top of the reactor main body (1). 4.根据权利要求1所述的序批式活性污泥反应器,其特征在于,所述排水口(12)设于反应器主体(1)的侧壁上。4. The sequencing batch activated sludge reactor according to claim 1, characterized in that, the water outlet (12) is arranged on the side wall of the reactor main body (1). 5.根据权利要求1所述的序批式活性污泥反应器,其特征在于,所述排水口(12)的数量为2-7个,排水口(12)从反应器主体(1)底部起自下而上设置在反应器主体(1)的侧壁上,最上面的排水口(12)离反应器主体(1)顶端的距离为反应器主体(1)高度的16-23%。5. The sequencing batch type activated sludge reactor according to claim 1, characterized in that, the quantity of the drain outlet (12) is 2-7, and the drain outlet (12) is from the bottom of the reactor main body (1) It is arranged on the side wall of the reactor main body (1) from bottom to top, and the distance from the top drain port (12) to the top of the reactor main body (1) is 16-23% of the height of the reactor main body (1). 6.根据权利要求1所述的序批式活性污泥反应器,其特征在于,所述排泥口(13)为直径0.8-1.0cm的圆孔。6. The sequencing batch activated sludge reactor according to claim 1, characterized in that, the sludge outlet (13) is a circular hole with a diameter of 0.8-1.0 cm.
CN201210482418.1A 2012-11-22 2012-11-22 Sequencing batch activated sludge reactor for sewage treatment and treatment process Active CN103382049B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201210482418.1A CN103382049B (en) 2012-11-22 2012-11-22 Sequencing batch activated sludge reactor for sewage treatment and treatment process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201210482418.1A CN103382049B (en) 2012-11-22 2012-11-22 Sequencing batch activated sludge reactor for sewage treatment and treatment process

Publications (2)

Publication Number Publication Date
CN103382049A CN103382049A (en) 2013-11-06
CN103382049B true CN103382049B (en) 2014-12-17

Family

ID=49490015

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201210482418.1A Active CN103382049B (en) 2012-11-22 2012-11-22 Sequencing batch activated sludge reactor for sewage treatment and treatment process

Country Status (1)

Country Link
CN (1) CN103382049B (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104386887B (en) * 2014-12-15 2016-04-27 安徽师范大学 A kind of bean curd factory effluent minitype direct exhaust type biological treatment and equipment
CN104973683A (en) * 2015-04-01 2015-10-14 浙江海拓环境技术有限公司 Filler film formation method of electroplating wastewater MBBR treatment process
CN105084552A (en) * 2015-07-31 2015-11-25 北京师范大学 Method for enhancing aerobiotic ammonia oxidizing bacterium gathering through N-acylated homoserine lactones
CN106277313A (en) * 2016-07-18 2017-01-04 吉林化工学院 A kind of energy-saving and cost-reducing sequencing batch activated sludge processes technique and device
CN107285477B (en) * 2017-06-12 2020-08-04 浙江工商大学 A preparation for accelerating the efficiency of anode film formation of Gram-negative electrogenic bacteria in microbial fuel cells and its application
CN108178339B (en) * 2018-02-12 2020-10-27 苏州首创嘉净环保科技股份有限公司 Spraying material and preparation method and use method thereof
CN110540292B (en) * 2019-08-09 2021-08-20 大连理工大学 An enhanced simultaneous nitrification and denitrification process by adding AHLs signal molecules to the biological moving bed process

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1785842A (en) * 2004-12-06 2006-06-14 大连雅希科技有限公司 Suspension carrier of biomembrane
CN1927739A (en) * 2006-08-29 2007-03-14 湖南大学 Operation mode and apparatus of short distance nitration-anaerobic ammoxidation batched biomembrane denitrogenation
CN101205098A (en) * 2007-11-22 2008-06-25 武汉理工大学 Method and equipment for integrated sequencing batch plant micro-network dynamic membrane treatment of sewage
KR100917097B1 (en) * 2009-02-09 2009-09-15 (주) 한호건설 Continuous batch reactor and sewage and sewage treatment method using the same
CN101817583A (en) * 2009-02-20 2010-09-01 重庆文理学院 Wall-hanging batch biofilm reactor
CN202968242U (en) * 2012-11-22 2013-06-05 浙江工商大学 A sequencing batch activated sludge reactor for sewage treatment

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7118674B2 (en) * 2004-10-14 2006-10-10 Itt Manufacturing Enterprises, Inc. Energy-efficient biological treatment with membrane filtration

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1785842A (en) * 2004-12-06 2006-06-14 大连雅希科技有限公司 Suspension carrier of biomembrane
CN1927739A (en) * 2006-08-29 2007-03-14 湖南大学 Operation mode and apparatus of short distance nitration-anaerobic ammoxidation batched biomembrane denitrogenation
CN101205098A (en) * 2007-11-22 2008-06-25 武汉理工大学 Method and equipment for integrated sequencing batch plant micro-network dynamic membrane treatment of sewage
KR100917097B1 (en) * 2009-02-09 2009-09-15 (주) 한호건설 Continuous batch reactor and sewage and sewage treatment method using the same
CN101817583A (en) * 2009-02-20 2010-09-01 重庆文理学院 Wall-hanging batch biofilm reactor
CN202968242U (en) * 2012-11-22 2013-06-05 浙江工商大学 A sequencing batch activated sludge reactor for sewage treatment

Also Published As

Publication number Publication date
CN103382049A (en) 2013-11-06

Similar Documents

Publication Publication Date Title
CN103382049B (en) Sequencing batch activated sludge reactor for sewage treatment and treatment process
CN102515430B (en) Live pig slaughtering wastewater treating method
CN106698816A (en) Enhanced denitrification wastewater treatment method and device for circulating water culture system
CN102464404A (en) Polluted river water body restoration and treatment method and system
CN103601287A (en) Culture method of aerobic nitrosification granule sludge
CN103951064A (en) Ecological filter used for micro-polluted water treatment
CN102776140B (en) Cold-tolerant pseudomonas strain Den-05, and screening method and application thereof
CN106830543A (en) A/O SBBR oxidation pond artificial wetland treatments pig farm biogas slurry technique
CN107585854A (en) The method of BAF, its construction method and the biofilter processing water using this method structure
CN107487938A (en) A kind of rural sewage treatment process
CN104291444B (en) A kind of contact hydrolysis-algae micro-aeration compound sewage processing system and method
Wang et al. Municipal wastewater treatment with pond–constructed wetland system: a case study
CN109574259A (en) A kind of device and Groundwater Treatment Methodss removing low temperature underground water middle and high concentration nitrate
CN203845914U (en) Domestic sewage treatment device for teaching
CN109626595B (en) Water quality purifying microorganism ecological unit, water quality purifying microorganism ecological system and method thereof
CN109052624B (en) A mobile method and device for purifying sewage and black and odorous water
CN209411899U (en) A device for removing high-concentration nitrate in low-temperature groundwater
CN107176678A (en) A kind of method by functional microorganism intensive treatment livestock breeding wastewater
CN103381418B (en) Method for treating tobacco waste or organic fluorine wastewater
CN202968242U (en) A sequencing batch activated sludge reactor for sewage treatment
CN106045051A (en) River channel drainage basin management method
CN206645971U (en) A/O SBBR oxidation pond artificial wetland treatments pig farm biogas slurry system
CN110184223B (en) A kind of Arthrobacter kayseri that can remove ammonia nitrogen in aquaculture sewage and its application
CN115057523A (en) SBR wastewater treatment device and treatment method thereof
CN209923026U (en) Water purification microbial ecological unit, water purification microbial ecosystem

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant