CN103623692B - A kind of method of blanket waste gas biofiltration device and process waste gas thereof - Google Patents

A kind of method of blanket waste gas biofiltration device and process waste gas thereof Download PDF

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CN103623692B
CN103623692B CN201310633014.2A CN201310633014A CN103623692B CN 103623692 B CN103623692 B CN 103623692B CN 201310633014 A CN201310633014 A CN 201310633014A CN 103623692 B CN103623692 B CN 103623692B
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nutrient solution
blanket
waste gas
room
chamber
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CN103623692A (en
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吴成强
陈效
张攀
徐孟孟
姚小波
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Zhejiang University of Technology ZJUT
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Abstract

本发明公开了一种毯式废气生物过滤装置及其处理废水的方法,所述过滤装置包括营养液喷淋室、填料室、营养液回收室、进气口、排气口、引风机、压力泵、营养液入口、营养液出口和营养液收集池,所述毯式废气生物过滤装置的上端为营养液喷淋室,毯式废气生物过滤装置的下端为营养液回收室,所述填料室位于营养液喷淋室和营养液回收室之间;所述填料室垂直悬挂若干块毯式多孔填料,所述填料表面接种活性污泥或废气处理用微生物,所述毯式多孔填料厚度为1~100mm,所述相邻毯式多孔填料水平间距为1~10mm;本发明具有操作简单,能耗低的优点,解决了传统生物过滤技术的填料堵塞问题,当空速为0.07m/s,单位填料高度的压力降一直稳定在400Pa/m以内。The invention discloses a blanket-type waste gas biological filter device and a method for treating waste water. The filter device comprises a nutrient solution spray room, a packing room, a nutrient solution recovery room, an air inlet, an exhaust port, an induced draft fan, a pressure Pump, nutrient solution inlet, nutrient solution outlet and nutrient solution collection pool, the upper end of the blanket type waste gas biological filter device is a nutrient solution spray room, the lower end of the blanket type waste gas biological filter device is a nutrient solution recovery room, and the packing chamber Located between the nutrient solution spray room and the nutrient solution recovery room; the packing room hangs several pieces of blanket-type porous packing vertically, and the surface of the packing is inoculated with activated sludge or microorganisms for waste gas treatment, and the thickness of the blanket-type porous packing is 1 ~100mm, the horizontal distance between the adjacent blanket-type porous fillers is 1~10mm; the present invention has the advantages of simple operation and low energy consumption, and solves the problem of filler blockage in traditional biological filtration technology. When the space velocity is 0.07m/s, the unit The pressure drop of packing height has been kept stable within 400Pa/m.

Description

一种毯式废气生物过滤装置及其处理废气的方法A blanket type waste gas biological filter device and method for treating waste gas

(一)技术领域(1) Technical field

本发明涉及一种废气处理装置及处理废气的方法,特别涉及一种毯式废气生物过滤装置及其处理废气的方法,可去除硫化氢、氨气及挥发性有机物等多种污染物,适用于处理工业废气、垃圾和污水臭气。The invention relates to a waste gas treatment device and a method for treating waste gas, in particular to a blanket-type waste gas biological filter device and a method for treating waste gas, which can remove various pollutants such as hydrogen sulfide, ammonia and volatile organic compounds, and are suitable for Treatment of industrial waste gas, garbage and sewage odor.

(二)背景技术(2) Background technology

废气生物处理技术因具有传统方法(如吸收、吸附、燃烧等)不可比拟的费用低廉、对环境友好等优点,逐渐成为一项在废气净化领域迅速推广的高新技术,尤其在较低浓度、较大气量的有机废气和恶臭气体治理中。与国外一些发达国家相比,我国尽管已有了一定的研究基础,但其实际应用仍处于初级阶段。Due to the advantages of low cost and environmental friendliness that cannot be compared with traditional methods (such as absorption, adsorption, combustion, etc.), waste gas biological treatment technology has gradually become a high-tech that is rapidly promoted in the field of waste gas purification, especially in low concentration, relatively high Large amount of organic waste gas and malodorous gas treatment. Compared with some developed countries abroad, although our country has a certain research foundation, its practical application is still in its infancy.

目前,气态污染物生物处理技术研究及应用类型主要有三类,即生物洗涤池、生物过滤池和生物滴滤池。这些技术都有各自的特点,如生物洗涤池吸收性好,但单位体积生物量小、处理负荷低,目前已较少应用;生物过滤池(目前有应用于泵站房臭气、城市污水臭气净化)不需要喷淋营养液,设备简单,处理量较大、管理维护方便,但人为控制性差、压力损失大、使用周期短;生物滴滤池(目前一般应用于工业废气净化)可以通过营养液循环及时调节养分,可控性强,处理负荷高,尤其适宜于较难降解的挥发性有机物,但存在填料床和循环系统堵塞等问题。At present, there are three main types of research and application of gaseous pollutant biological treatment technology, namely biological scrubber, biological filter and biological trickling filter. These technologies have their own characteristics. For example, the biological washing tank has good absorption, but the biomass per unit volume is small and the treatment load is low, so it has been seldom used at present; Gas purification) does not need to spray nutrient solution, the equipment is simple, the processing capacity is large, and the management and maintenance are convenient, but the artificial control is poor, the pressure loss is large, and the service life is short; the biological trickling filter (currently generally used in industrial waste gas purification) can pass Nutrient solution circulation adjusts nutrients in time, has strong controllability and high processing load, and is especially suitable for volatile organic compounds that are difficult to degrade, but there are problems such as packing bed and circulation system blockage.

一般而言,生物过滤技术填料层压力降主要与废气再滤池中的空速有关,空速越高,压力降越大,这样所需要送风的引风机动力越高,能耗损失也就越大。同时随着生物滤池的运行,微生物附着在填料上形成生物膜,微生物分解废气中污染物的同时进行新陈代谢而增值。此时,生物膜会越来越厚,导致空气通道越来越窄,空气速度随着升高,压力损失也相应增高。微生物生长到一定时间后会老化死亡,死亡的生物膜会从填料上脱落。由于传统生物过滤技术的填料基本上是散堆在生物滤池中,而且空隙比较小,这样导致脱落的生物膜积累在填料缝隙中,从而堵塞填料,导致气体通道更进一步变小,加剧压力损失增大。如果脱落生物膜不进行处理,这样会因填料层压力降太大而导致设计的气体流量无法满足设计和实际处理的需要。Generally speaking, the pressure drop of the packing layer of biological filtration technology is mainly related to the space velocity in the waste gas refilter tank. The higher the space velocity, the greater the pressure drop, so the higher the power of the induced draft fan required for air supply, the lower the energy consumption loss. bigger. At the same time, with the operation of the biofilter, the microorganisms attach to the filler to form a biofilm, and the microorganisms decompose the pollutants in the exhaust gas while performing metabolism and adding value. At this time, the biofilm will become thicker and thicker, resulting in narrower and narrower air passages. As the air velocity increases, the pressure loss will also increase accordingly. Microorganisms will age and die after growing for a certain period of time, and the dead biofilm will fall off from the filler. Since the fillers of traditional biofiltration technology are basically scattered in the biofilter, and the gaps are relatively small, this will cause the shedding biofilm to accumulate in the gaps of the fillers, thereby blocking the fillers, causing the gas channels to be further reduced and increasing the pressure loss. increase. If the exfoliated biofilm is not treated, the designed gas flow rate cannot meet the design and actual treatment requirements due to the large pressure drop of the packing layer.

如何克服传统生物过滤技术床层堵塞等缺陷,探索更具优势的新一代生物处理技术,成为提出本发明的出发点。How to overcome the defects such as bed blockage of traditional biological filtration technology, and explore a new generation of more advantageous biological treatment technology has become the starting point of the present invention.

在生物过滤池运行过程中,填料堵塞不仅造成过滤池压力损失增大,而且实际处理的废气量减小,从而影响实际工程运行效果。实际操作上需要定期清理填料或通过机械方式脱落填料上的生物膜,导致工程操作困难。为了解决填料堵塞造成的一系列问题,本发明开发了一种能够解决填料堵塞问题的新型毯式生物填料,气流不仅可以纵向扩散传质而且可以横向扩散传质,同时脱落生物膜可以从毯式填料之间的缝隙掉入过滤池底部,从而避免生物膜堆积在填料上而堵塞填料。During the operation of the biological filter, the plugging of the filler not only increases the pressure loss of the filter, but also reduces the amount of exhaust gas actually processed, thus affecting the actual project operation effect. In actual operation, it is necessary to regularly clean the packing or remove the biofilm on the packing by mechanical means, which makes the engineering operation difficult. In order to solve a series of problems caused by packing blockage, the present invention has developed a new type of blanket biofiller that can solve the problem of packing blockage. The air flow can not only diffuse vertically but also horizontally. The gaps between the fillers fall into the bottom of the filter tank, thus avoiding the accumulation of biofilm on the fillers and blocking the fillers.

(三)发明内容(3) Contents of the invention

本发明目的是提供一种毯式废气生物过滤装置及其处理废气的方法,解决了传统废气生物过滤技术中填料堵塞引起压力损失大、运行不稳定等问题。The purpose of the present invention is to provide a blanket-type waste gas biological filter device and its method for treating waste gas, which solves the problems of large pressure loss and unstable operation caused by stuffing blockage in traditional waste gas biological filter technology.

本发明采用的技术方案是:The technical scheme adopted in the present invention is:

本发明提供一种毯式废气生物过滤装置,所述过滤装置包括营养液喷淋室、填料室、营养液回收室、进气口、排气口、引风机、压力泵、营养液入口、营养液出口和营养液收集池,所述毯式废气生物过滤装置的上端为营养液喷淋室,毯式废气生物过滤装置的下端为营养液回收室,所述填料室位于营养液喷淋室和营养液回收室之间;所述营养液喷淋室顶部设有排气口,侧面设有营养液入口,内部设有喷淋系统;所述营养液回收室侧面设有进气口和营养液出口,所述进气口通过管路与引风机连通,所述营养液出口与营养液收集池连通,所述营养液收集池通过压力泵与营养液进口连通,所述营养液进口与喷淋系统相通,所述填料室垂直悬挂若干块毯式多孔填料,所述填料表面接种活性污泥或废气处理用微生物,所述毯式多孔填料厚度为1~100mm,所述相邻毯式多孔填料水平间距为1~10mm。The invention provides a blanket-type waste gas biological filter device, which includes a nutrient solution spray room, a packing room, a nutrient solution recovery room, an air inlet, an exhaust port, an induced draft fan, a pressure pump, a nutrient solution inlet, a nutrient solution Liquid outlet and nutrient solution collection pool, the upper end of the blanket-type waste gas biological filter device is a nutrient solution spray room, the lower end of the blanket-type waste gas biological filter device is a nutrient solution recovery room, and the packing room is located between the nutrient solution spray room and Between the nutrient solution recovery rooms; the top of the nutrient solution spray room is provided with an exhaust port, the side is provided with a nutrient solution inlet, and the interior is provided with a spray system; the side of the nutrient solution recovery room is provided with an air inlet and a nutrient solution outlet, the air inlet communicates with the induced draft fan through the pipeline, the outlet of the nutrient solution communicates with the nutrient solution collection pool, the nutrient solution collection pool communicates with the nutrient solution inlet through the pressure pump, and the nutrient solution inlet communicates with the spray The system is connected, and several pieces of blanket-type porous fillers are vertically suspended in the filler chamber, and the surface of the fillers is inoculated with activated sludge or microorganisms for waste gas treatment. The thickness of the blanket-type porous fillers is 1-100mm, and the adjacent blanket-type porous fillers The horizontal spacing is 1-10mm.

进一步,所述毯式多孔填料的孔径为2~10mm。Further, the pore diameter of the blanket-type porous filler is 2-10 mm.

进一步,所述相邻毯式多孔填料水平间距为2~5mm。Further, the horizontal distance between adjacent blanket-type porous fillers is 2-5 mm.

进一步,所述毯式多孔填料厚度为10~20mm。Furthermore, the thickness of the blanket-type porous filler is 10-20 mm.

进一步,所述毯式多孔填料为孔径为2~10mm有机高分子材料制备的网(优选尼龙或聚氨酯编织的网状毯式多孔填料),填料比重为0.65~1.28g/cm3Further, the blanket-type porous filler is a net made of organic polymer materials with a pore size of 2-10 mm (preferably a net-like blanket-type porous filler woven with nylon or polyurethane), and the specific gravity of the filler is 0.65-1.28 g/cm 3 .

进一步,所述填料室高径比为(1~4):1。Furthermore, the aspect ratio of the packing chamber is (1-4):1.

进一步,所述填料室与营养液喷淋室和营养液回收室接触处及填料室的中间部位分别设置横梁,所述毯式填料的顶端固定在填料室与营养液喷淋室接触处的横梁上,所述毯式填料的底端固定在填料室与营养液回收室接触处的横梁上,所述毯式填料的中间固定在填料室中间部位的横梁上。Further, crossbeams are respectively set at the contact between the packing chamber and the nutrient solution spray chamber and the nutrient solution recovery chamber and the middle part of the packing chamber, and the top of the blanket packing is fixed on the crossbeam at the contact place between the packing chamber and the nutrient solution spray chamber Above, the bottom end of the blanket filler is fixed on the beam at the contact between the filler chamber and the nutrient solution recovery chamber, and the middle of the blanket filler is fixed on the beam in the middle of the filler chamber.

进一步,所述进气口位于营养液回收室上部,距离营养液回收室底端0.2~2m,所述营养液出口距离营养液回收室底端0~0.5m,所述营养液入口距离营养液喷淋室顶端0.3~1.5m。Further, the air inlet is located at the upper part of the nutrient solution recovery chamber, 0.2-2m away from the bottom end of the nutrient solution recovery chamber, the nutrient solution outlet is 0-0.5m away from the nutrient solution recovery chamber bottom end, and the nutrient solution inlet is 0-0.5m away from the nutrient solution inlet The top of the spray room is 0.3~1.5m.

本发明还提供一种利用所述毯式废气生物过滤装置处理废气的方法,所述方法为:开启引风机,废气(优选含二甲苯的废气,二甲苯浓度为1500~2000mg/m3)通过引风机进入毯式废气生物过滤装置,流经填料室并由排气口排出,同时开启压力泵将营养液收集池内的营养液通过营养液喷淋系统喷洒到填充室,营养液经过填料室流入废气生物过滤装置下端的营养液回收室内,然后通过营养液出口进入营养液收集池;所述营养液喷淋流量与废气流量的比值为(1~30):10000,所述营养液含有N、P的无机化合物和含有C、H、O有机化合物的混匀液。优选,本发明所述营养液采用淀粉、氯化铵、磷酸氢钾配置而成,淀粉浓度为800mg/L、总磷为6.8mg/L、氨氮浓度为90mg/L、pH5.6~6.0。The present invention also provides a method for treating waste gas by using the blanket-type waste gas biological filter device, the method is: open the induced draft fan, and the waste gas (preferably the waste gas containing xylene, the concentration of xylene is 1500-2000mg/m 3 ) passes through The induced draft fan enters the blanket-type exhaust gas biological filtration device, flows through the packing chamber and is discharged from the exhaust port, and at the same time, the pressure pump is turned on to spray the nutrient solution in the nutrient solution collection pool into the filling chamber through the nutrient solution spray system, and the nutrient solution flows into the filling chamber through the packing chamber The nutrient solution recovery chamber at the lower end of the exhaust gas biological filtration device enters the nutrient solution collection pool through the nutrient solution outlet; the ratio of the nutrient solution spray flow to the exhaust gas flow is (1-30): 10000, and the nutrient solution contains N, Mixture of inorganic compounds of P and organic compounds of C, H, and O. Preferably, the nutrient solution of the present invention is formulated with starch, ammonium chloride, and potassium hydrogen phosphate, with a starch concentration of 800 mg/L, a total phosphorus concentration of 6.8 mg/L, an ammonia nitrogen concentration of 90 mg/L, and a pH of 5.6-6.0.

进一步,所述营养液喷淋流量与废气流量的比值为(5~10):10000。Further, the ratio of the nutrient solution spray flow rate to the waste gas flow rate is (5-10):10000.

本发明所述废气可以从过滤装置底部进入由顶部排出,也可以从过滤装置下端一侧进入由对称的另一侧上端排出,所述的废气中污染物由附着在悬挂毯式多孔填料上的微生物分解,同时从过滤装置上部喷淋营养液,供给微生物新陈代谢用。所述喷淋营养液流经填料室连同填料上脱落的微生物污泥一同进入营养液回收室,再由营养液出口排入营养液收集池,营养液收集池中的微生物污泥需要定期清理,营养液需要定期更新。The exhaust gas of the present invention can enter from the bottom of the filter device and be discharged from the top, or can enter from one side of the lower end of the filter device and be discharged from the upper end of the other symmetrical side. The microorganisms decompose, and at the same time, the nutrient solution is sprayed from the upper part of the filter device to supply the metabolism of the microorganisms. The spraying nutrient solution flows through the packing chamber together with the microbial sludge that falls off from the packing and enters the nutrient solution recovery room, and then is discharged into the nutrient solution collection pool from the nutrient solution outlet. The microbial sludge in the nutrient solution collection pool needs to be cleaned regularly. The nutrient solution needs to be refreshed regularly.

所述填料上附着的微生物,来自于生物过滤池运行初期接种的活性污泥,该活性污泥来源于城市污水处理厂或工业废水生物处理站的微生物污泥或纯培养的微生物。The microorganisms attached to the filler come from the activated sludge inoculated at the initial stage of the operation of the biological filter, and the activated sludge is derived from microbial sludge or purely cultured microorganisms in urban sewage treatment plants or industrial wastewater biological treatment stations.

与现有技术相比,本发明的有益效果主要体现在:因传统生物滤池中的填料是散堆在滤池内,老化的生物膜从填料上脱落后会从填料空隙掉入到下面的填料上,并堆积在填料顶部逐渐积累成更大的污泥团,最终导致填料空隙通道变窄设置完全堵塞。本发明毯式生物过滤装置内部垂直悬挂的毯式多孔填料水平间距较大,脱落的生物膜直接从填料间隙中掉入到生物过滤装置底部由吸收液出口排出,不会积累在填料上而堵塞填料空隙或空气通道。因此,本发明具有操作简单,能耗低的优点,解决了传统生物过滤技术的填料堵塞问题,当空速为0.07m/s,单位填料高度的压力降一直稳定在400Pa/m以内,相当于甚至低于目前传统生物过滤技术正常运行压力,而传统生物过滤技术出现填料堵塞时,压力降可达到4000pa/m以上(参考文献1-3,文献1:周卫列,王家德,郑荣勤,陈建孟.塔填料生物成膜工艺及其特性参数研究.浙江工业大学学报,1999,27(4):300~305.Compared with the prior art, the beneficial effects of the present invention are mainly reflected in: because the fillers in the traditional biofilter are scattered in the filter, the aged biofilm will fall from the gaps of the fillers to the bottom after falling off the fillers. On the filler, and accumulate on the top of the filler to gradually accumulate into a larger sludge mass, which eventually leads to the narrowing of the filler gap channel and complete blockage. The vertically suspended blanket-type porous filler inside the blanket-type biological filter device of the present invention has a large horizontal distance, and the shed biofilm directly falls from the filler gap to the bottom of the biological filter device and is discharged from the outlet of the absorbing liquid, which will not accumulate on the filler and cause blockage Fill voids or air channels. Therefore, the present invention has the advantages of simple operation and low energy consumption, and solves the problem of packing blockage in traditional biological filtration technology. When the air velocity is 0.07m/s, the pressure drop per unit packing height is always stable within 400Pa/m, equivalent to or even It is lower than the normal operating pressure of the current traditional biofiltration technology, and when the traditional biofiltration technology is clogged, the pressure drop can reach more than 4000pa/m (References 1-3, Document 1: Zhou Weilie, Wang Jiade, Zheng Rongqin, Chen Jianmeng. Research on biofilm formation process of tower packing and its characteristic parameters. Journal of Zhejiang University of Technology, 1999,27(4):300~305.

文献2:郭兵兵,王毓仁,何凤友,牟桂芝.生物法净化石化企业污水处理场恶臭废气的中型试验.石油炼制与化工,2005,36(5):66~70.Document 2: Guo Bingbing, Wang Yuren, He Fengyou, Mou Guizhi. Medium-scale test of biological purification of malodorous waste gas from sewage treatment plants of petrochemical enterprises. Petroleum Refining and Chemical Industry, 2005, 36 (5): 66-70.

文献3:盖丽娜.苯乙烯有机废气生物滴滤净化方法研究.青岛理工大学学位论文,2006。)。Document 3: Galina. Research on purification method of bio-trickling filtration of styrene organic waste gas. Dissertation of Qingdao University of Technology, 2006. ).

(四)附图说明(4) Description of drawings

图1为毯式废气生物过滤装置结构示意图:1-营养液喷淋室,2-填料室,3-营养液回收室,4-进气口,5-排气口,6-营养液进口,7-营养液出口,8-毯式填料,9-喷淋系统,10-营养液收集池,11-引风机,12-压力泵。Figure 1 is a schematic diagram of the structure of the blanket-type exhaust gas biological filtration device: 1-nutrient solution spray room, 2-filler room, 3-nutrient solution recovery room, 4-air inlet, 5-exhaust port, 6-nutrient solution inlet, 7-nutrient solution outlet, 8-blanket packing, 9-spray system, 10-nutrient solution collection pool, 11-induced fan, 12-pressure pump.

(五)具体实施方式(5) Specific implementation methods

下面结合具体实施例对本发明进行进一步描述,但本发明的保护范围并不仅限于此:The present invention is further described below in conjunction with specific embodiment, but protection scope of the present invention is not limited thereto:

实施例1:Example 1:

参照图1,所述毯式废气生物过滤装置包括营养液喷淋室1、填料室2、营养液回收室3、进气口4、排气口5、营养液入口6、营养液出口7和营养液收集池10,所述毯式废气生物过滤装置的上端为营养液喷淋室1,毯式废气生物过滤装置的下端为营养液回收室3,所述填料室2位于营养液喷淋室和营养液回收室之间;所述营养液喷淋室1顶部设有排气口5,侧面设有营养液入口6,内部设有喷淋系统9;所述营养液回收室3侧面设有进气口4和营养液出口7,所述进气口4通过管路与引风机11连通,所述营养液出口7与营养液收集池10连通,所述营养液收集池10通过压力泵12与营养液进口6连通,所述营养液进口6与喷淋系统9相通,所述填料室2垂直悬挂2块毯式多孔填料8,材质为聚胺酯,所述填料表面接种活性污泥或废气处理用微生物,所述接种方法为:将待接种微生物或城市污水厂活性污泥以2g/L填料体积的接种量倒入营养液收集池后,通过提升泵将营养液收集池中的微生物和营养液一同给入生物过滤装置。所述填料室与营养液喷淋室和营养液回收室接触处及填料室的中间部位分别设置不锈钢横梁,所述毯式填料的顶端固定在填料室与营养液喷淋室接触处的横梁上,所述毯式填料的底端固定在填料室与营养液回收室接触处的横梁上,所述毯式填料的中间固定在填料室中间部位的横梁上。Referring to Fig. 1, the blanket type waste gas biological filter device comprises a nutrient solution spray chamber 1, a packing chamber 2, a nutrient solution recovery chamber 3, an air inlet 4, an exhaust port 5, a nutrient solution inlet 6, a nutrient solution outlet 7 and Nutrient solution collection pool 10, the upper end of the blanket-type waste gas biological filter device is a nutrient solution spray room 1, the lower end of the blanket-type waste gas biological filter device is a nutrient solution recovery room 3, and the packing room 2 is located in the nutrient solution spray room and between the nutrient solution recovery chamber; the top of the nutrient solution spray chamber 1 is provided with an exhaust port 5, the side is provided with a nutrient solution inlet 6, and the interior is provided with a spray system 9; the nutrient solution recovery chamber 3 is provided with a side surface The air inlet 4 and the nutrient solution outlet 7, the air inlet 4 communicates with the induced draft fan 11 through the pipeline, the nutrient solution outlet 7 communicates with the nutrient solution collection pool 10, and the nutrient solution collection pool 10 passes through the pressure pump 12 It communicates with the nutrient solution inlet 6, the nutrient solution inlet 6 communicates with the spray system 9, the packing chamber 2 hangs two blanket-type porous packing 8 vertically, the material is polyurethane, and the surface of the packing is inoculated with activated sludge or waste gas treatment With microorganisms, the inoculation method is as follows: after the microorganisms to be inoculated or the activated sludge of urban sewage plants are poured into the nutrient solution collection tank with an inoculum volume of 2g/L filler volume, the microorganisms and nutrients in the nutrient solution collection tank are collected by a lift pump. The liquid is fed into the biological filter device together. Stainless steel beams are respectively set at the contact between the packing chamber and the nutrient solution spray chamber and the nutrient solution recovery chamber and the middle part of the packing chamber, and the top of the blanket packing is fixed on the crossbeam at the contact place between the packing chamber and the nutrient solution spray chamber , the bottom end of the blanket packing is fixed on the crossbeam at the contact between the packing chamber and the nutrient solution recovery chamber, and the middle of the blanket packing is fixed on the crossbeam in the middle of the packing chamber.

所述毯式生物过滤装置填料室有效容积为20L,所述毯式多孔填料厚度为50mm,垂直长度为1m,横向长度为0.2m,所述相邻毯式多孔填料水平间距为2mm;所述进气口位于营养液回收室上部,距离营养液回收室底端0.2m,所述营养液出口距离营养液回收室底端0.02m,所述营养液入口距离营养液喷淋室顶端0.3m;所述喷淋系统由管道和喷头构成,喷头为聚丙烯材质的DN15穿孔管,距离填料室顶端0.2m。营养液收集池长×宽×高:0.3m×0.3m×0.4m。The effective volume of the packing chamber of the blanket-type biological filter device is 20L, the thickness of the blanket-type porous filler is 50mm, the vertical length is 1m, the lateral length is 0.2m, and the horizontal distance between the adjacent blanket-type porous fillers is 2mm; The air inlet is located at the upper part of the nutrient solution recovery chamber, 0.2m away from the bottom end of the nutrient solution recovery chamber, the nutrient solution outlet is 0.02m away from the bottom end of the nutrient solution recovery chamber, and the nutrient solution inlet is 0.3m away from the top of the nutrient solution spray chamber; The spraying system is composed of pipes and nozzles, the nozzles are DN15 perforated pipes made of polypropylene, and the distance from the top of the stuffing chamber is 0.2m. Nutrient solution collection pool length × width × height: 0.3m × 0.3m × 0.4m.

处理废气的方法:开启引风机,废气通过引风机进入毯式废气生物过滤装置,流经填料室并由排气口排出,同时开启压力泵将营养液收集池内的营养液通过营养液喷淋系统喷洒到填充室,营养液经过填料室流入废气生物过滤装置下端的营养液回收室内,然后通过营养液出口进入营养液收集池;所述营养液喷淋流量与废气流量的比值为3:10000,所述营养液采用淀粉、氯化铵、磷酸氢钾配置而成,淀粉浓度为800mg/L、总磷为6.8mg/L、氨氮浓度为90mg/L、pH5.6~6.0,营养液收集池中的营养液每天更新2000ml。The method of treating waste gas: turn on the induced draft fan, the waste gas enters the blanket type waste gas biological filter device through the induced draft fan, flows through the packing chamber and is discharged from the exhaust port, and at the same time turns on the pressure pump to pass the nutrient solution in the nutrient solution collection pool through the nutrient solution spray system Spray into the filling chamber, the nutrient solution flows into the nutrient solution recovery chamber at the lower end of the waste gas biological filter through the filling chamber, and then enters the nutrient solution collection pool through the nutrient solution outlet; the ratio of the nutrient solution spray flow to the exhaust gas flow is 3:10000, The nutrient solution is made of starch, ammonium chloride, and potassium hydrogen phosphate. The starch concentration is 800mg/L, the total phosphorus is 6.8mg/L, the ammonia nitrogen concentration is 90mg/L, and the pH is 5.6-6.0. The nutrient solution collection pool The nutrient solution in the bottle is renewed by 2000ml every day.

试验净化的废气对象为含二甲苯的废气,二甲苯浓度为1500~2000mg/m3,试验结果见表1。毯式生物过滤装置运行过程中,根据二甲苯处理效率来提高进气流量及处理负荷,启动初期二甲苯处理负荷控制为20g/(m3·h),营养液喷淋流量为0.26L/h,营养液喷淋流量与废气流量的比值为1:1000,当二甲苯去除率达到90%以上时,气体流量提高50%(即气体流量390L/h,营养液喷淋流量为0.39L/h);当二甲苯处理负荷达到40g/(m3·h)时,气体流量随着二甲苯去除率达到90%而提高30%(即气体流量520L/h,营养液喷淋流量为0.52L/h);当二甲苯处理负荷达到60~75g/(m3·h)时,开始正常运行,此时,气体流量780L/h,营养液喷淋流量为0.78L/h,并对其运行性能进行评价。经过6个月的启动及运行,二甲苯去除率稳定在90%~92%,压力差稳定在220pa以内,此时排放气体中二甲苯浓度为120~200mg/m3The exhaust gas to be purified in the test is the exhaust gas containing xylene, and the concentration of xylene is 1500-2000 mg/m 3 . The test results are shown in Table 1. During the operation of the blanket biological filter device, the intake flow rate and processing load are increased according to the xylene treatment efficiency. The xylene treatment load is controlled at 20g/(m 3 h) at the initial stage of startup, and the nutrient solution spray flow rate is 0.26L/h , the ratio of the nutrient solution spray flow rate to the exhaust gas flow rate is 1:1000, when the xylene removal rate reaches over 90%, the gas flow rate increases by 50% (that is, the gas flow rate is 390L/h, and the nutrient solution spray flow rate is 0.39L/h ); when the xylene treatment load reaches 40g/(m 3 h), the gas flow rate increases by 30% as the xylene removal rate reaches 90% (that is, the gas flow rate is 520L/h, and the nutrient solution spray flow rate is 0.52L/h h); when the xylene treatment load reaches 60-75g/(m 3 h), normal operation starts. At this time, the gas flow rate is 780L/h, the nutrient solution spray flow rate is 0.78L/h, and its operating performance Make an evaluation. After 6 months of start-up and operation, the xylene removal rate is stable at 90%-92%, the pressure difference is stable within 220pa, and the xylene concentration in the exhaust gas is 120-200mg/m 3 .

以上研究结果与现有生物过滤技术相比,在相同空速、同等去除效率和处理负荷下,生物过滤装置的压力差基本上稳定在220pa/m以内,低于传统生物过滤技术,没有出现填料堵塞现象。Compared with the existing biological filtration technology, the above research results show that under the same air velocity, removal efficiency and treatment load, the pressure difference of the biological filtration device is basically stable within 220pa/m, lower than the traditional biological filtration technology, and there is no filler clogging phenomenon.

表1试验测试数据Table 1 Experimental test data

Claims (7)

1. a blanket waste gas biofiltration device, described filter comprises nutrient solution spray chamber, filler chamber, nutrient solution recovery room, air inlet, exhaust outlet, nutrient solution entrance, air-introduced machine, compression pump, nutrient solution outlet and nutrient solution collecting pit, the upper end of described blanket waste gas biofiltration device is nutrient solution spray chamber, the lower end of blanket waste gas biofiltration device is that nutrient solution reclaims room, and described filler chamber reclaims between room at nutrient solution spray chamber and nutrient solution, described nutrient solution spray chamber top is provided with exhaust outlet, and side is provided with nutrient solution entrance, and inside is provided with spray system, described nutrient solution reclaims side, room and is provided with air inlet and nutrient solution outlet, described air inlet is communicated with air-introduced machine by pipeline, described nutrient solution outlet is communicated with nutrient solution collecting pit, described nutrient solution collecting pit is by compression pump and nutrient solution inlet communication, described nutrient solution import communicates with spray system, it is characterized in that described filler chamber vertical hanging some blocks of blanket porous aggregates, described filling surface inoculation of activated-sludge or exhaust-gas treatment are with microorganism, described blanket porous aggregate is aperture is net prepared by 2 ~ 10mm high-molecular organic material, filler proportion is 0.65 ~ 1.28g/cm 3, described blanket porous aggregate thickness is 1 ~ 100mm, and described adjacent blanket porous aggregate level interval is 1 ~ 10mm.
2. blanket waste gas biofiltration device as claimed in claim 1, is characterized in that described adjacent blanket porous aggregate level interval is 2 ~ 5mm.
3. blanket waste gas biofiltration device as claimed in claim 1, is characterized in that described blanket porous aggregate thickness is 10 ~ 20mm.
4. blanket waste gas biofiltration device as claimed in claim 1, it is characterized in that the middle part that described filler chamber and nutrient solution spray chamber and nutrient solution reclaim contact position, room and filler chamber arranges crossbeam respectively, the top of described blanket filler is fixed on the crossbeam of filler chamber and nutrient solution spray chamber contact position, the bottom of described blanket filler is fixed on filler chamber and nutrient solution reclaims on the crossbeam of contact position, room, and the centre of described blanket filler is fixed on the crossbeam of filler chamber middle part.
5. blanket waste gas biofiltration device as claimed in claim 1, it is characterized in that described air inlet is positioned at nutrient solution and reclaims top, room, distance nutrient solution reclaims bottom, room 0.2 ~ 2m, described nutrient solution outlet distance nutrient solution reclaims bottom, room 0 ~ 0.5m, described nutrient solution entrance distance nutrient solution spray chamber top 0.3 ~ 1.5m.
6. one kind utilizes the method for blanket waste gas biofiltration device process waste gas described in claim 1, it is characterized in that described method is: open air-introduced machine, waste gas enters blanket waste gas biofiltration device by air-introduced machine, flow through filler chamber and discharged by exhaust outlet, nutrient solution in nutrient solution collecting pit is sprayed onto filled chamber by nutrient solution spray system by opening pressure pump simultaneously, the nutrient solution of nutrient solution through filler chamber's inflow exhaust gas biofiltration device lower end reclaims indoor, then enters nutrient solution collecting pit by nutrient solution outlet; The ratio of described nutrient solution spray flow and exhaust gas flow is 1 ~ 30:10000, and described nutrient solution contains the inorganic compound of N, P and the mixing liquid containing C, H, O organic compound.
7. the method for blanket waste gas biofiltration device process waste gas as claimed in claim 6, other are that the ratio of described nutrient solution spray flow and exhaust gas flow is 5 ~ 10:10000.
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* Cited by examiner, † Cited by third party
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Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2635665Y (en) * 2003-07-09 2004-08-25 苏亿位 Composite water treatment filling
CN200966983Y (en) * 2006-11-21 2007-10-31 武汉理工大学 Component type biology deodorization filtering tower

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