CN1982237A - Quick-decomposing biological sewage treatment and treating system - Google Patents

Quick-decomposing biological sewage treatment and treating system Download PDF

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CN1982237A
CN1982237A CNA2005101321509A CN200510132150A CN1982237A CN 1982237 A CN1982237 A CN 1982237A CN A2005101321509 A CNA2005101321509 A CN A2005101321509A CN 200510132150 A CN200510132150 A CN 200510132150A CN 1982237 A CN1982237 A CN 1982237A
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tank
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sewage
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CN100519449C (en
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曹鲁贤
葛敬
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KEJINGYUANHUANYU SCIENCE AND TECHNOLOGY DEVELOPMENT Co Ltd BEIJING
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KEJINGYUANHUANYU SCIENCE AND TECHNOLOGY DEVELOPMENT Co Ltd BEIJING
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    • 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
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Abstract

A fast biological sewage treatment and its system are disclosed. The process is carried out by filtering, collecting, purification treating by biochemical ball in biochemical tank, sterilizing and re-collecting. The system consists of tank and fan, tank is connected by regulating tank, distributing tank, biochemical tank, collecting tank and normal water tank sequentially; multi-biochemical balls, regulating tank, distributing tank, collecting tank and normal water tank are laminated stacked in biochemical tank, and aeration pipes are connected with fan. It's simple, cheap and efficient, has strong anti-impact loading performance and no poisonous gas.

Description

速分生物污水处理方法及系统Rapid biological sewage treatment method and system

技术领域technical field

本发明涉及一种对污水进行处理的方法及系统。The invention relates to a method and system for treating sewage.

背景技术Background technique

随着城乡工农业建设和民用生活设施建设的发展,水资源的消耗越来越大,节约有限的水资源和对污水进行处理再利用已成为一个重要的问题。将城乡居民的生活污水、废水以及部分工业废水作为中水来源,经过净化之后,达到生活杂用水的水质标准,可以缓解水资源紧缺的状况,同时可以起到防止水污染和保护环境的目的。为使污水得到净化,有多种污水处理方法,如传统的活性污泥法、缺氧—好氧生物脱氮工艺、厌氧—好氧生物除磷工艺、吸附生物降解工艺、氧化沟工艺以及间歇式活性污泥法等,这些污水处理方法大都在单一生物环境中进行水处理过程,普遍存在着投资大、工艺复杂、降解率低、抗冲击负荷能力不强、产生有毒异味气体等缺点。With the development of urban and rural industrial and agricultural construction and civil living facilities, the consumption of water resources is increasing. Saving limited water resources and reusing sewage has become an important issue. The domestic sewage, waste water and some industrial waste water of urban and rural residents are used as the source of reclaimed water. After purification, the water quality standard of domestic miscellaneous water can be met, which can alleviate the shortage of water resources, and at the same time prevent water pollution and protect the environment. In order to purify sewage, there are many sewage treatment methods, such as traditional activated sludge process, anoxic-aerobic biological denitrification process, anaerobic-aerobic biological phosphorus removal process, adsorption biodegradation process, oxidation ditch process and Intermittent activated sludge method, etc. Most of these sewage treatment methods carry out the water treatment process in a single biological environment, which generally has the disadvantages of large investment, complicated process, low degradation rate, weak resistance to impact load, and generation of toxic and odorous gases.

发明内容Contents of the invention

本发明的目的在于提供一种投资小、工艺过程相对简单、降解率高、抗冲击负荷能力强,并且处理过程不产生有毒异味气体的速分生物污水处理方法及系统。The purpose of the present invention is to provide a rapid separation biological sewage treatment method and system with small investment, relatively simple process, high degradation rate, strong impact load resistance, and no toxic odor gas generated during the treatment process.

本发明的速分生物污水处理方法,包括以下步骤:1)对污水进行过滤,滤除其中较大的颗粒物和漂浮物;2)收集过滤后的污水并对其进行曝气;3)将经曝气处理后的污水引入堆置多个速分生化球的速分生化池中进行净化处理,同时进行曝气;4)将经步骤3)处理后的水进行消毒,同时进行曝气;5)收集经步骤4)处理后的水。The quick separation biological sewage treatment method of the present invention comprises the following steps: 1) filtering the sewage to remove larger particles and floating matter; 2) collecting the filtered sewage and aerating it; 3) filtering the sewage The sewage after the aeration treatment is introduced into the quick-separation biochemical tank where a plurality of quick-separation biochemical balls are piled up for purification treatment, and aeration is performed simultaneously; 4) the water treated in step 3) is disinfected, and aeration is performed at the same time; 5 ) collects the water after step 4) treatment.

本发明的速分生物污水处理方法,其中在所述步骤4)中使用氯、臭氧或紫外线进行消毒。In the method for treating quick biological sewage of the present invention, chlorine, ozone or ultraviolet rays are used for disinfection in the step 4).

本发明的速分生物污水处理系统,包括池体和风机,所述池体由调节池、配水池、速分生化池、集水池和中水池依次连接而成,所述调节池设有入水口,所述入水口内设有过滤格栅,所述调节池底部设有水泵,与所述水泵相连的水管从所述调节池和配水池之间隔墙上部的通孔伸入所述配水池中,所述配水池和速分生化池之间设有配水整流墙,所述配水整流墙上开有多个通孔,所述速分生化池中分层堆置多个速分生化球,所述速分生化球的堆置高度高于污水液面的设计高度,所述速分生化池和集水池之间设有集水整流墙,所述集水整流墙上开有多个通孔,所述集水池和中水池之间设有隔墙,所述隔墙上设有溢流孔,所述中水池设有出水口,所述调节池、配水池、速分生化池、集水池和中水池的池底分别设有通过管道与所述风机相连的曝气管。The rapid separation biological sewage treatment system of the present invention includes a pool body and a fan. The pool body is sequentially connected by a regulating pool, a water distribution pool, a rapid separation biochemical pool, a water collection pool and a reclaimed water pool. The regulating pool is provided with a water inlet The water inlet is provided with a filter grill, the bottom of the adjustment pool is provided with a water pump, and the water pipe connected to the water pump extends into the distribution pool from the through hole on the upper part of the partition wall between the adjustment pool and the distribution pool. , a water distribution rectification wall is provided between the water distribution pool and the rapid separation biochemical pool, and a plurality of through holes are opened on the water distribution rectification wall, and a plurality of rapid separation biochemical balls are stacked in layers in the rapid separation biochemical pool. The stacking height of the quick separation biochemical balls is higher than the design height of the sewage liquid level, and a water collection rectification wall is provided between the quick separation biochemical tank and the sump, and a plurality of through holes are opened on the water collection rectification wall, so A partition wall is provided between the sump pool and the intermediate pool, an overflow hole is provided on the partition wall, a water outlet is provided in the intermediate pool, and the regulating pool, the water distribution pool, the rapid separation biochemical pool, the sump pool and the intermediate pool The pool bottom of the pool is respectively provided with aeration pipes connected with the fans through pipes.

本发明的速分生物污水处理系统,其中所述配水池一侧的所述隔墙上安装一截面形状呈直角的堰,所述通孔高于所述堰在所述隔墙上的安装位置。In the rapid separation biological sewage treatment system of the present invention, a weir with a cross-sectional shape at a right angle is installed on the partition wall on one side of the distribution pool, and the through hole is higher than the installation position of the weir on the partition wall .

本发明的速分生物污水处理系统,其中还包括消毒装置。The rapid separation biological sewage treatment system of the present invention also includes a disinfection device.

本发明的速分生物污水处理系统,其中所述集水池和中水池之间还设有消毒池,所述集水池与消毒池之间以及所述消毒池与中水池之间分别设有隔墙,所述隔墙上分别设有溢流孔,所述消毒装置与所述消毒池相连。In the rapid separation biological sewage treatment system of the present invention, a disinfection tank is further provided between the sump and the reclaimed water tank, partition walls are respectively provided between the sump and the disinfection tank and between the disinfection tank and the reclaimed water tank, Overflow holes are respectively arranged on the partition wall, and the disinfection device is connected with the disinfection pool.

本发明的速分生物污水处理系统,其中所述消毒装置使用氯进行消毒,还包括余氯自控装置与所述消毒池相连。In the rapid separation biological sewage treatment system of the present invention, the disinfection device uses chlorine for disinfection, and also includes a residual chlorine automatic control device connected to the disinfection pool.

本发明的速分生物污水处理系统,其中所述集水池中还设有低于污水液面设计高度的堰。In the rapid-separation biological sewage treatment system of the present invention, the sump is further provided with a weir lower than the design height of the sewage liquid level.

本发明的速分生物污水处理系统,包括风机以及依次连接的总调节池、若干个并联的污水处理模块和总中水池,所述总调节池设有入水口,所述入水口内设有过滤格栅,所述污水处理模块包括依次连接的配水池、速分生化池和集水池,所述配水池上设有所述污水处理模块的进水口,所述总调节池底部设有水泵,所述总调节池通过与所述水泵相连的水管与各所述污水处理模块的进水口并联,所述配水池和速分生化池之间设有配水整流墙,所述速分生化池和集水池之间设有集水整流墙,所述配水整流墙和集水整流墙上均开有多个通孔,所述速分生化池中分层堆置多个速分生化球,所述速分生化球的堆置高度高于污水液面的设计高度,所述集水池上设有所述污水处理模块的排水口,所述总中水池通过水管与各所述污水处理模块的排水口并联,所述总中水池设有出水口,所述总调节池、配水池、速分生化池、集水池和总中水池的池底均设有通过管道与所述风机相连的曝气管。The rapid separation biological sewage treatment system of the present invention comprises a blower fan and a general adjustment tank connected in sequence, several parallel sewage treatment modules and a total intermediate water tank, the general adjustment tank is provided with a water inlet, and a filter grille, the sewage treatment module includes a water distribution pool, a rapid separation biochemical pool and a water collection pool connected in sequence, the water distribution pool is provided with the water inlet of the sewage treatment module, the bottom of the general adjustment pool is provided with a water pump, and the The total adjustment tank is connected in parallel with the water inlets of each of the sewage treatment modules through the water pipes connected to the water pump, and a water distribution rectification wall is arranged between the water distribution tank and the quick separation biochemical tank, and a water distribution rectification wall is arranged between the quick separation biochemical tank and the sump A water collection and rectification wall is provided, and a plurality of through holes are opened on the water distribution and rectification wall and the water collection and rectification wall, and a plurality of rapid separation biochemical balls are stacked in layers in the rapid separation biochemical pool, and the rapid separation biochemical balls The stacking height is higher than the design height of the sewage liquid level, the water collection pool is provided with the water outlet of the sewage treatment module, and the general intermediate pool is connected in parallel with the water outlet of each of the sewage treatment modules through water pipes. The general reclaimed water tank is provided with a water outlet, and the bottoms of the general regulating tank, water distribution tank, rapid separation biochemical tank, water collection tank and the general reclaimed water tank are all provided with aeration pipes connected with the fan through pipes.

本发明的速分生物污水处理系统,其中还包括总消毒池和消毒装置,所述总消毒池串接在所述总中水池之前并通过水管与各所述污水处理模块的排水口并联,所述消毒装置与所述总消毒池相连。The rapid separation biological sewage treatment system of the present invention also includes a total disinfection tank and a disinfection device, the total disinfection tank is connected in series before the general intermediate tank and is connected in parallel with the drains of each of the sewage treatment modules through water pipes, so The disinfection device is connected to the total disinfection pool.

本发明的速分生物污水处理方法及系统,具有以下优点:The rapid separation biological sewage treatment method and system of the present invention have the following advantages:

1、利用速分生化球净化污水,突破了传统的在单一生物环境下进行污水处理的方法,而转变为在多变的生物环境下进行污水处理过程。1. Purify sewage by using quick-dividing biochemical balls, breaking through the traditional method of sewage treatment in a single biological environment, and transforming into a sewage treatment process in a changeable biological environment.

2、采用速分技术,在多变生物环境下形成完整的生物链,使污水在集合体内多次发生厌氧、好氧、硝化、反硝化作用,而无生物尸体、生物排泄物、生物粘泥等沉积,使污泥减量到可不排泥的程度,不但简化了处理流程,而且产生明显的环保效果和经济效益。2. Using speed separation technology, a complete biological chain is formed in a changeable biological environment, so that the sewage undergoes anaerobic, aerobic, nitrification, and denitrification many times in the aggregate, without biological corpses, biological excrement, and biological sticky It reduces the amount of sludge to the extent that it is not necessary to discharge the sludge, which not only simplifies the treatment process, but also produces obvious environmental protection effects and economic benefits.

3、污水净化处理过程在速分生化球中进行,其中厌氧处理过程在球心,好氧处理过程在球外层,兼氧处理过程在二者之间,整个污水净化处理过程在流动的水中连续进行,不产生气味。3. The sewage purification process is carried out in the quick separation biochemical ball, in which the anaerobic treatment process is at the center of the ball, the aerobic treatment process is at the outer layer of the ball, and the facultative oxygen treatment process is between the two. The whole sewage purification process is flowing It is carried out continuously in water and does not produce odor.

4、占地面积小(无沉淀池、反冲洗和污泥处理系统),处理流程简单,管理方便,投资规模小,运行费用低。4. Small footprint (no sedimentation tank, backwash and sludge treatment system), simple treatment process, convenient management, small investment scale, and low operating costs.

5、采用速分生化处理技术,COD去除率达到80%以上,BOD去除率达到85%以上,氨氮去除率达到90%~95%,磷去除率达到30%~40%,降解率非常高,处理效果好。5. Using rapid separation biochemical treatment technology, the removal rate of COD reaches more than 80%, the removal rate of BOD reaches more than 85%, the removal rate of ammonia nitrogen reaches 90%-95%, the removal rate of phosphorus reaches 30%-40%, and the degradation rate is very high. The processing effect is good.

6、污水净化处理过程在多变的生物环境下进行,整个处理过程在流动的水中连续进行,抗冲击负荷能力强。6. The sewage purification treatment process is carried out in a changeable biological environment, and the entire treatment process is carried out continuously in flowing water, with strong impact load resistance.

7、采用多个速分生化球同时进行污水净化处理,无需活性污泥培菌驯化阶段,挂膜容易,脱膜快,微生物生长快,启动时间短。7. Using multiple quick-dividing biochemical balls to purify sewage at the same time, no need for activated sludge cultivation and domestication stage, easy film formation, fast stripping, fast microbial growth, and short start-up time.

8、可实行模块化组合处理工艺,彻底解决目前污水处理厂建设中大而全的弊病,节省大量投资。8. Modular combined treatment process can be implemented, which can completely solve the disadvantages of large and comprehensive construction of sewage treatment plants at present, and save a lot of investment.

附图说明Description of drawings

图1为本发明速分生物污水处理系统第一实施例的主视图;Fig. 1 is the front view of the first embodiment of the quick separation biological sewage treatment system of the present invention;

图2为图1所示实施例的俯视图;Fig. 2 is the top view of the embodiment shown in Fig. 1;

图3为本发明速分生物污水处理系统第二实施例的分布示意图。Fig. 3 is a schematic distribution diagram of the second embodiment of the rapid separation biological sewage treatment system of the present invention.

具体实施方式Detailed ways

图1、图2分别为本发明速分生物污水处理系统第一实施例的主视图和俯视图,参考图1和图2,该实施例包括池体13、风机18、消毒装置23和余氯自控装置24。Fig. 1, Fig. 2 are respectively the front view and the top view of the first embodiment of the rapid separation biological sewage treatment system of the present invention, with reference to Fig. 1 and Fig. 2, this embodiment includes pool body 13, blower fan 18, disinfection device 23 and residual chlorine automatic control device 24.

池体13由调节池3、配水池4、速分生化池5、集水池6、消毒池26和中水池7依次连接而成。调节池3设有入水口1,其内设有格栅2,调节池3底部设有水泵12,与水泵12相连的水管从调节池3和配水池4之间隔墙25上部的通孔17伸入配水池4中。配水池4一侧的隔墙25上设有一截面形状呈直角的堰11,通孔17高于堰11在隔墙25上的安装位置。配水池4和速分生化池5之间设有配水整流墙10,其上开有多个通孔。速分生化池5中分层堆置多个速分生化球14,并使速分生化球14的堆置高度高于污水液面的设计高度。速分生化池5和集水池6之间设有集水整流墙9,其上开有多个通孔,集水池6中设有低于污水液面设计高度的堰15,集水池6与消毒池26之间以及消毒池26与中水池7之间分别设有隔墙27和隔墙39,隔墙27和隔墙39上分别设有溢流孔28和溢流孔38,消毒装置23和余氯自控装置24分别与消毒池26相连,消毒装置23使用氯对水进行消毒,消毒装置23和余氯自控装置24的端口分别在溢流孔28和溢流孔38附近。中水池7设有出水口8。在调节池3、配水池4、速分生化池5、集水池6、消毒池26和中水池7的池底分别设有通过管道与风机18相连的曝气管16、19、20、21和22。The pool body 13 is formed by connecting a regulating pool 3, a water distribution pool 4, a quick separation biochemical pool 5, a sump pool 6, a disinfection pool 26 and a reclaimed water pool 7 in sequence. The regulating tank 3 is provided with a water inlet 1, which is provided with a grille 2, and the bottom of the regulating tank 3 is provided with a water pump 12, and the water pipe connected to the water pump 12 extends from the through hole 17 on the upper part of the partition wall 25 between the regulating tank 3 and the water distribution tank 4. Into the distribution pool 4. The partition wall 25 on one side of the water distribution pool 4 is provided with a weir 11 with a cross-sectional shape at a right angle, and the through hole 17 is higher than the installation position of the weir 11 on the partition wall 25 . A water distribution rectification wall 10 is provided between the water distribution pool 4 and the quick separation biochemical pool 5, and a plurality of through holes are opened on it. A plurality of quick-separation biochemical balls 14 are stacked in layers in the quick-separation biochemical pool 5, and the stacking height of the quick-separation biochemical balls 14 is higher than the design height of the sewage liquid level. A water collecting rectifying wall 9 is arranged between the quick separation biochemical pool 5 and the sump 6, and a plurality of through holes are arranged on it, and the weir 15 lower than the design height of the sewage liquid level is provided in the sump 6, and the sump 6 is connected with the disinfection Between the pool 26 and between the disinfection pool 26 and the middle water pool 7, a partition wall 27 and a partition wall 39 are respectively provided, an overflow hole 28 and an overflow hole 38 are respectively provided on the partition wall 27 and the partition wall 39, and the disinfection device 23 and the Residual chlorine automatic control device 24 links to each other with disinfection pool 26 respectively, and disinfection device 23 uses chlorine to disinfect water, and the ports of disinfection device 23 and residual chlorine automatic control device 24 are near overflow hole 28 and overflow hole 38 respectively. The intermediate pool 7 is provided with a water outlet 8 . Aeration pipes 16, 19, 20, 21 and twenty two.

其中,速分生化球14为用于污水净化的球体,其利用流体中的速分现象,即水中的悬浮物总是向流速慢的地方聚集,当水流流过堆放有速分生化球14的速分生化池5时,形成球体内、外水流流速的差异,球体内流速慢,球体外流速快,因此在球体内聚集更多的有机物,在曝气装置和水流的双重作用下,使有机物做缓慢移动。另外,由于球体内外供养条件的差异,可形成多变的生物环境,促进对水质和悬浮物的净化。速分生化球14有多种形式,比如专利号为02253989.1的中国实用新型专利,公开了一种由多个由矿石或植物纤维多孔材料等加工成的颗粒粘合成的球体,颗粒之间的空隙率可在30%~50%之间,球体直径可在3~30厘米之间。除此之外,还有通过带网眼的塑料或金属球壳装填碎石或塑料球填料等形式制成的速分生化球。Wherein, the quick-separation biochemical ball 14 is a sphere used for sewage purification, which utilizes the quick-separation phenomenon in the fluid, that is, the suspended matter in the water always gathers to the place where the flow velocity is slow. When the speed-dividing biochemical pool is 5, the difference in flow velocity between the inside and outside of the sphere is formed, the flow velocity inside the sphere is slow, and the flow velocity outside the sphere is fast, so more organic matter gathers in the sphere, and under the double action of the aeration device and the water flow, the organic matter Do slow movements. In addition, due to the difference in feeding conditions inside and outside the sphere, a changeable biological environment can be formed to promote the purification of water quality and suspended solids. The quick-dividing biochemical ball 14 has multiple forms, such as the Chinese utility model patent No. 02253989.1, which discloses a sphere bonded by a plurality of particles processed from ore or plant fiber porous materials, and the gap between the particles The porosity can be between 30% and 50%, and the diameter of the sphere can be between 3 and 30 centimeters. In addition, there are also quick-distribution biochemical balls made of plastic or metal spherical shells with meshes filled with gravel or plastic ball fillers.

参考图1和图2,本发明速分生物污水处理方法包括以下步骤:With reference to Fig. 1 and Fig. 2, the quick separation biological sewage treatment method of the present invention comprises the following steps:

1)从调节池3的入水口1引入经化粪池沉淀后溢流的污水,通过入水口1内的格栅2将污水中较大的颗粒物和漂浮物滤除;1) From the water inlet 1 of the regulating tank 3, the sewage overflowed after being settled by the septic tank is introduced, and the larger particles and floating objects in the sewage are filtered out through the grid 2 in the water inlet 1;

2)将经格栅2过滤的污水收集在调节池3中并通过位于调节池3底部的曝气管16进行曝气;2) Collect the sewage filtered by the grid 2 in the regulating tank 3 and aerate through the aeration pipe 16 at the bottom of the regulating tank 3;

3)安装在调节池3底部的水泵12通过水管将调节池3中的污水吸入配水池4中,同时通过位于配水池4池底的曝气管19进行曝气;3) The water pump 12 installed at the bottom of the adjustment tank 3 sucks the sewage in the adjustment tank 3 into the distribution tank 4 through the water pipe, and aerates through the aeration pipe 19 at the bottom of the distribution tank 4 at the same time;

4)在水泵的作用下,配水池4中的污水从配水整流墙10中的多个小孔流入速分生化池5中,位于速分生化池5底部的曝气管20不断进行曝气,在速分生化池5中分层堆置有多个速分生化球14,并使速分生化球14的堆置高度高于污水液面高度,当污水流经各速分生化球14的球体及球间空隙时,球体内外形成流速差,污水在球体内的流速低于球体外的流速,由于速分现象,污水在各速分生化球14内外产生固液分离,污水中的悬浮物聚集在球体内,通过生物富集,在球体表面和内部均附着一层微生物膜,同时,加上曝气增氧的作用,使球心部分处于厌氧状态,球体外层处于好氧状态,球体内外层之间处于兼氧状态,污水中的有机悬浮物逐渐沉积在球体内并被球体内的微生物吸附和降解,使污水得到净化;4) Under the action of the water pump, the sewage in the water distribution tank 4 flows into the quick-separation biochemical tank 5 from a plurality of small holes in the water distribution rectification wall 10, and the aeration pipe 20 at the bottom of the quick-separation biochemical tank 5 continuously aerates, In the quick-separation biochemical pool 5, a plurality of quick-separation biochemical balls 14 are stacked in layers, and the stacking height of the quick-separation biochemical balls 14 is higher than the height of the sewage liquid level. When the gap between the balls and the balls is formed, a flow velocity difference is formed inside and outside the sphere, and the flow velocity of the sewage inside the sphere is lower than the flow velocity outside the sphere. Due to the phenomenon of speed separation, the sewage is separated from the solid and liquid inside and outside the biochemical ball 14 of each speed separation, and the suspended matter in the sewage gathers. In the sphere, through biological enrichment, a layer of microbial film is attached to the surface and interior of the sphere. The inner and outer layers are in a facultative oxygen state, and the organic suspended matter in the sewage is gradually deposited in the sphere and is absorbed and degraded by the microorganisms in the sphere, so that the sewage is purified;

5)经速分生化池5净化处理后的水从集水整流墙9中的多个小孔流入集水池6中,同时通过池底的曝气管21对水进行曝气;5) The water purified by the quick separation biochemical tank 5 flows into the sump 6 from a plurality of small holes in the water collection rectification wall 9, and simultaneously aerates the water through the aeration pipe 21 at the bottom of the pool;

6)集水池6中的水从隔墙27上的溢流孔28流入消毒池26中,通过消毒装置23对消毒池26中的水加氯消毒,在消毒池26中还设有余氯自控装置24控制氯的残留量。经消毒池26消毒后的水从隔墙39上的溢流孔38流入中水池7中聚集,在消毒池26和中水池7中分别通过位于池底的曝气管22进行曝气。中水池7中的水进而可从出水口8中流出并作为回用水通过变频泵送至各用水设备,如洗车、绿化、道路喷洒和景观补水等。6) The water in the sump 6 flows into the disinfection tank 26 from the overflow hole 28 on the partition wall 27, and the water in the disinfection tank 26 is chlorinated and sterilized by the disinfection device 23, and the residual chlorine automatic control device is also provided in the disinfection tank 26 24 Control the residual amount of chlorine. The water sterilized by the disinfection tank 26 flows into the reclaimed pool 7 from the overflow hole 38 on the partition wall 39 to gather, and is aerated in the disinfected tank 26 and the reclaimed tank 7 respectively through the aeration pipe 22 positioned at the bottom of the pool. The water in the reclaimed pool 7 can then flow out from the water outlet 8 and be sent to various water-using equipment as recycled water through frequency conversion pumps, such as car washing, greening, road spraying and landscape replenishment.

图3所示为本发明速分生物污水处理系统第二实施例的分布示意图。该系统包括包括风机、消毒装置以及依次连接的总调节池29、若干个并联的污水处理模块30、总消毒池33和总中水池31。总调节池29设有入水口32,入水口32内设有过滤格栅,污水处理模块30包括依次连接的配水池、速分生化池和集水池,配水池上设有污水处理模块30的进水口34,总调节池29底部设有水泵,总调节池29通过与水泵相连的水管与各污水处理模块30的进水口34并联,配水池和速分生化池之间设有配水整流墙,速分生化池和集水池之间设有集水整流墙,配水整流墙和集水整流墙上均开有多个通孔,速分生化池中分层堆置多个速分生化球,速分生化球的堆置高度高于污水液面的设计高度,集水池上设有污水处理模块30的排水口35,总消毒池33通过水管与各污水处理模块30的排水口35并联,消毒装置与总消毒池33相连,总中水池31串接在总消毒池33之后,并设有出水口37。在总调节池29、配水池、速分生化池、集水池、总消毒池33和总中水池31的池底分别设有通过管道与风机相连曝气管,不断向各池体进行曝气。Fig. 3 is a schematic diagram showing the distribution of the second embodiment of the rapid separation biological sewage treatment system of the present invention. The system includes a blower fan, a disinfection device, a total adjustment tank 29 connected in sequence, several parallel sewage treatment modules 30 , a total disinfection tank 33 and a total middle water tank 31 . The total adjustment tank 29 is provided with a water inlet 32, and a filter grill is arranged in the water inlet 32. The sewage treatment module 30 includes a water distribution tank, a quick separation biochemical tank and a water collection tank connected in sequence, and the water distribution tank is provided with a water inlet of the sewage treatment module 30 34. There is a water pump at the bottom of the general adjustment tank 29, and the general adjustment tank 29 is connected in parallel with the water inlet 34 of each sewage treatment module 30 through the water pipes connected to the water pump. There is a water collection and rectification wall between the pool and the sump, and there are multiple through holes on the water distribution and rectification wall and the water collection and rectification wall. In the rapid separation biochemical pool, a number of rapid separation biochemical balls are stacked in layers. The stacking height is higher than the design height of the sewage liquid level, the sump is provided with the drain 35 of the sewage treatment module 30, the total disinfection tank 33 is connected in parallel with the drain 35 of each sewage treatment module 30 through water pipes, and the disinfection device is connected with the total disinfection The pools 33 are connected, and the total middle water pool 31 is connected in series after the total disinfection pool 33, and is provided with a water outlet 37. At the bottom of the total adjustment pool 29, water distribution pool, quick separation biochemical pool, sump, total disinfection pool 33 and total middle water pool 31, there are aeration pipes connected to each other through pipelines to continuously aerate each pool body.

通过图3所示的速分生物污水处理系统的第二实施例,可实行该处理系统的组合处理工艺,根据污水处理厂资金情况以及污水处理规模灵活设置污水处理模块30的位置及数量,达到合理利用资金,灵活控制投资规模的目的。例如,首先根据设计规模预留所需模块的场地及连接管路。当污水处理厂建设初期,污水处理量不是很大的情况下,可先建设少量污水处理模块,比如图3所示的模块301和302,随着污水处理厂的发展,处理规模不断增加,可不断增建预留的污水处理模块,直至建成所有的污水处理模块,使污水处理规模达到满负荷。此时在污水处理量下降的情况下,还可暂时关闭若干个模块,规模控制非常机动灵活。Through the second embodiment of the rapid separation biological sewage treatment system shown in Figure 3, the combined treatment process of the treatment system can be implemented, and the position and quantity of the sewage treatment module 30 can be flexibly set according to the capital situation of the sewage treatment plant and the scale of sewage treatment, so as to achieve Reasonable use of funds, flexible control of the purpose of investment scale. For example, first reserve the required module sites and connecting pipelines according to the design scale. In the initial stage of construction of the sewage treatment plant, when the amount of sewage treatment is not very large, a small number of sewage treatment modules can be built first, such as modules 301 and 302 shown in Figure 3. With the development of the sewage treatment plant, the scale of treatment continues to increase. Continue to build up reserved sewage treatment modules until all sewage treatment modules are completed, so that the scale of sewage treatment reaches full capacity. At this time, in the case of a decline in the amount of sewage treatment, several modules can also be temporarily closed, and the scale control is very flexible.

Claims (10)

1. quick-decomposing biological sewage water treatment method may further comprise the steps:
1) sewage is filtered particulate matter that filtering is wherein bigger and floating matter;
2) collect filtered sewage and it is carried out aeration;
3) sewage that will be after aeration is handled is introduced a plurality of speed of banking up and is divided the speed of biochemistry balls to divide to carry out purifying treatment in the biochemistry pool, carry out aeration simultaneously;
4) water after step 3) is handled is carried out disinfection, carry out aeration simultaneously;
5) water of collection after step 4) is handled.
2. quick-decomposing biological sewage water treatment method according to claim 1 is characterized in that: use chlorine, ozone or ultraviolet ray to carry out disinfection in described step 4).
3. quick-decomposing biological Sewage treatment systems, it is characterized in that: comprise pond body (13) and blower fan (18), described pond body (13) is by equalizing tank (3), distribution reservoir (4), speed is divided biochemistry pool (5), water collecting basin (6) and middle pond (7) are connected in sequence, described equalizing tank (3) is provided with water inlet (1), be provided with filtering grid (2) in the described water inlet (1), described equalizing tank (3) bottom is provided with water pump (12), the through hole (17) on the water pipe that links to each other with described water pump (12) partition wall (25) top between described equalizing tank (3) and distribution reservoir (4) stretches into the described distribution reservoir (4), be provided with water distribution rectification wall (10) between described distribution reservoir (4) and the speed branch biochemistry pool (5), have a plurality of through holes on the described water distribution rectification wall (10), described speed divides in the biochemistry pool (5) layering a plurality of speed of banking up to divide biochemistry balls (14), described speed divides the stacking height of biochemistry ball (14) to be higher than the design height of sewage level, be provided with the rectification wall (9) that catchments between described speed branch biochemistry pool (5) and the water collecting basin (6), have a plurality of through holes on the described rectification wall (9) that catchments, be provided with partition wall between described water collecting basin (6) and middle pond (7), described partition wall is provided with overflow weir, pond (7) is provided with water outlet (8), described equalizing tank (3) in described, distribution reservoir (4), speed is divided biochemistry pool (5), be respectively equipped with the aeration tube (16 that links to each other with described blower fan (18) by pipeline at the bottom of the pond of water collecting basin (6) and middle pond (7), 19,20,21,22).
4. quick-decomposing biological Sewage treatment systems according to claim 3, it is characterized in that: the described partition wall (25) of described distribution reservoir (4) one sides is gone up the rectangular weir (11) of a cross-sectional shape is installed, and described through hole (17) is higher than the installation site of described weir (11) on described partition wall (25).
5. quick-decomposing biological Sewage treatment systems according to claim 4 is characterized in that: also comprise sterilizing unit (23).
6. quick-decomposing biological Sewage treatment systems according to claim 5, it is characterized in that: also be provided with sterilization pool (26) between described water collecting basin (6) and middle pond (7), be respectively equipped with partition wall (27) and partition wall (39) between described water collecting basin (6) and the sterilization pool (26) and between described sterilization pool (26) and middle pond (7), be respectively equipped with overflow weir (28) and overflow weir (38) on described partition wall (27) and the partition wall (39), described sterilizing unit (23) links to each other with described sterilization pool (26).
7. quick-decomposing biological Sewage treatment systems according to claim 6 is characterized in that: described sterilizing unit (23) uses chlorine to carry out disinfection, and comprises that also chlorine residue self-con-tained unit (24) links to each other with described sterilization pool (26).
8. quick-decomposing biological Sewage treatment systems according to claim 7 is characterized in that: also be provided with the weir (15) that is lower than the sewage level design height in the described water collecting basin (6).
9. quick-decomposing biological Sewage treatment systems, it is characterized in that: comprise blower fan and the total equalizing tank (29) that connects successively, the sewage disposal module (30) that several are in parallel and total middle pond (31), described total equalizing tank (29) is provided with water inlet (32), described water inlet is provided with filtering grid in (32), described sewage disposal module (30) comprises the distribution reservoir that connects successively, speed is divided biochemistry pool and water collecting basin, described distribution reservoir is provided with the water-in (34) of described sewage disposal module (30), described total equalizing tank (29) bottom is provided with water pump, described total equalizing tank (29) is in parallel with the water-in (34) of each described sewage disposal module (30) by the water pipe that links to each other with described water pump, be provided with water distribution rectification wall between described distribution reservoir and the speed branch biochemistry pool, be provided with the rectification wall that catchments between described speed branch biochemistry pool and the water collecting basin, all have a plurality of through holes on the described water distribution rectification wall and the rectification wall that catchments, described speed divides in the biochemistry pool layering a plurality of speed of banking up to divide biochemistry balls, described speed divides the stacking height of biochemistry ball to be higher than the design height of sewage level, described water collecting basin is provided with the water port (35) of described sewage disposal module (30), described total middle pond (31) is in parallel by the water port (35) of the described sewage disposal module of water pipe and each (30), described total middle pond (31) is provided with water outlet (37), described total equalizing tank (29), distribution reservoir, speed is divided biochemistry pool, be equipped with the aeration tube that links to each other with described blower fan by pipeline at the bottom of the pond in water collecting basin and total middle pond (31).
10. quick-decomposing biological Sewage treatment systems according to claim 9, it is characterized in that: also comprise total sterilization pool (33) and sterilizing unit, described total sterilization pool (33) be serially connected in described total in pond (31) before and in parallel by the water port (35) of the described sewage disposal module of water pipe and each (30), described sterilizing unit links to each other with described total sterilization pool (33).
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CN103819035A (en) * 2014-02-26 2014-05-28 中天建设集团有限公司 Fast-separation type sewage treatment system
CN103864160A (en) * 2014-02-26 2014-06-18 中天建设集团有限公司 Quick separating pool for quick separating type sewage treatment systems
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CN109650669A (en) * 2019-01-28 2019-04-19 江苏融汇环境工程有限公司 Oligodynamic sewage treatment system
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CN103864160A (en) * 2014-02-26 2014-06-18 中天建设集团有限公司 Quick separating pool for quick separating type sewage treatment systems
CN103819035A (en) * 2014-02-26 2014-05-28 中天建设集团有限公司 Fast-separation type sewage treatment system
CN104973695A (en) * 2014-04-12 2015-10-14 浙江欣捷建设有限公司 Quick-separating-type sewage treatment system construction method
CN104631562B (en) * 2015-01-29 2016-05-18 佛山市顺德区顺茵绿化设计工程有限公司 The underground moisturizing pond of the Afforestation Landscape of multiple series connection
CN104631562A (en) * 2015-01-29 2015-05-20 无锡昊瑜节能环保设备有限公司 Underground water supplementing pool for multiple tandem green landscape
CN105198164A (en) * 2015-10-12 2015-12-30 桂林市春晓环保科技有限公司 Wastewater treatment device
CN109502928A (en) * 2019-01-07 2019-03-22 昆明科净源环保科技有限公司 Rain dirt mixing water, black and odorous water governing system
CN109502928B (en) * 2019-01-07 2024-05-14 昆明科净源环保科技有限公司 Rain and sewage mixed water and black and odorous water body treatment system
CN109650669A (en) * 2019-01-28 2019-04-19 江苏融汇环境工程有限公司 Oligodynamic sewage treatment system
CN112250195A (en) * 2020-10-17 2021-01-22 徐州创之社通用技术产业研究院有限公司 Microorganism water purification brick
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