CN106430557B - A device for preventing the MBBR feed from clogging the water outlet of the biochemical pool - Google Patents
A device for preventing the MBBR feed from clogging the water outlet of the biochemical pool Download PDFInfo
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Abstract
一种防止MBBR添料堵塞生化池出水口的装置,包括置于出水口前部的U形出水筛网,出水筛网的网孔为内角分别为120°和60°的菱形,菱形边长根据MBBR添料的尺寸经计算求得,筛网的后边贴靠在出水口所在生化池池壁内侧,并遮盖出水口,前边上沿高出生化池水位;在筛网底面有通过输气管和阀门与气源相接的出水口曝气管;在位于出水孔以上的生化池池壁上有向池内弯曲、上沿高出筛网前边上沿的挡料板;在生化池底面靠近出水口所在生化池池壁的端部有与出水筛网对应的辅助曝气管。利用该装置可有效防止MBBR添料堵塞生化池出水口,避免发生因MBBR添料堵塞出水口导致的污水溢出影响设备运行和丢失MBBR添料现象。
A device for preventing the water outlet of a biochemical pool from being blocked by MBBR materials, comprising a U-shaped water outlet screen placed in front of the water outlet. The mesh holes of the water outlet screen are rhombuses with internal angles of 120° and 60° respectively, and the side lengths of the rhombus are according to The size of the MBBR material is obtained by calculation. The back of the screen is close to the inside of the biochemical tank wall where the water outlet is located, and covers the water outlet. The aeration pipe of the water outlet connected to the air source; on the wall of the biochemical pool above the water outlet, there is a baffle plate that bends inwards and the upper edge is higher than the front edge of the screen; on the bottom of the biochemical pool near the water outlet There are auxiliary aeration pipes corresponding to the outlet screen at the end of the biochemical pool wall. The device can effectively prevent the MBBR feed from blocking the water outlet of the biochemical pool, and avoid the phenomenon of sewage overflow affecting equipment operation and loss of MBBR feed caused by the blockage of the water outlet by MBBR feed.
Description
技术领域technical field
本发明涉及污水处理装置,特别是一种用于生化处理污水池防止MBBR添料堵塞出水口的装置。The invention relates to a sewage treatment device, in particular to a device used for biochemical treatment of sewage pools to prevent MBBR from adding materials to block the water outlet.
背景技术Background technique
MBBR(Moving Bed Biofilm Reactor)工艺,全称为移动床生物膜反应器工艺,该工艺通过向反应器中添加一定数量的悬浮载体,即MBBR添料,由于添料密度接近于水,所以在曝气的时候,与水呈完全混合状态,使微生物生长的环境为气、液、固三相。通过载体在水中的碰撞和剪切作用,使空气气泡更加细小,氧气的利用率提高;同时,单个载体(一般为空心圆柱形)内外具有不同的生物种类,内孔中生长一些厌氧菌或兼氧菌,外部为好养菌,单个载体为一个微型反应器,硝化反应和反硝化反应同时存在,从而使污水处理效果提高。The MBBR (Moving Bed Biofilm Reactor) process is called the moving bed biofilm reactor process. This process adds a certain amount of suspension carrier to the reactor, that is, the MBBR feed. Since the feed density is close to water, the aeration When it is in a state of complete mixing with water, the environment for the growth of microorganisms is gas, liquid and solid. Through the collision and shearing of the carrier in the water, the air bubbles are made smaller and the utilization rate of oxygen is improved; at the same time, a single carrier (generally a hollow cylinder) has different biological species inside and outside, and some anaerobic bacteria or bacteria grow in the inner hole. Facultative bacteria, external bacteria are good bacteria, a single carrier is a micro-reactor, and nitrification and denitrification reactions exist at the same time, so that the sewage treatment effect is improved.
MBBR工艺兼具传统流化床和生物接触氧化法两者的优点,是一种新型高效的污水处理方法,该方法依靠曝气池内的曝气和水流的提升作用使载体处于流化状态,进而形成悬浮生长的活性污泥和附着生长的生物膜,使移动床生物膜充满整个反应器空间,充分发挥附着相和悬浮相生物两者的优越性,使之扬长避短,相互补充,使污水处理效率提高。The MBBR process combines the advantages of both the traditional fluidized bed and the biological contact oxidation method. It is a new and efficient sewage treatment method. Form suspended activated sludge and adhered biofilm, so that the moving bed biofilm fills the entire reactor space, give full play to the advantages of both attached phase and suspended phase organisms, make them complement each other, and improve the efficiency of sewage treatment improve.
MBBR工艺虽然可以有效提高污水处理效果,但现有采用该工艺的污水处理厂普遍存在一个影响该工艺运行的技术问题,这就是投放于生化池中的MBBR添料在曝气和水流的作用下极易聚集到出水口,将出水口堵塞,造成生化池水位升高,使污水从生化池上部溢出。不仅严重影响污水处理系统的正常运行,而且一部分添料会随溢出的污水一起丢失。这是目前影响MBBR工艺推广应用的重要因素。Although the MBBR process can effectively improve the sewage treatment effect, there is a common technical problem affecting the operation of the process in the existing sewage treatment plants using this process. It is very easy to gather to the water outlet, block the water outlet, cause the water level of the biochemical pool to rise, and make the sewage overflow from the upper part of the biochemical pool. Not only seriously affect the normal operation of the sewage treatment system, but also part of the additives will be lost together with the overflowing sewage. This is an important factor affecting the popularization and application of MBBR technology.
发明内容Contents of the invention
本发明的目是提供一种防止MBBR添料堵塞生化池出水口的装置,以解决现有污水处理厂存在的MBBR添料堵塞生化池出水口的技术问题。The purpose of the present invention is to provide a kind of device that prevents MBBR feeding from blocking the water outlet of biochemical pool, to solve the technical problem that MBBR feeding blocks the water outlet of biochemical pool existing in existing sewage treatment plants.
本发明提供的防止MBBR添料堵塞生化池出水口的装置,包括置于出水口前部、纵向截面呈U形的出水筛网,该出水筛网的后边贴靠在出水口所在的生化池池壁的内侧,并遮盖出水口,出水筛网的前边的上沿高出生化池水位(设计水位)300—400mm;在出水筛网的底面有通过输气管和阀门与气源相接的出水口曝气管;在生化池池壁位于出水孔以上的内壁上有向池内弯曲、上沿高出所述出水筛网的前边上沿的挡料板;在生化池底面靠近出水口所在生化池池壁的端部有与所述出水筛网相对应的辅助曝气管。The device provided by the present invention to prevent the MBBR from adding materials to block the water outlet of the biochemical pool includes a water outlet screen placed at the front of the water outlet and having a U-shaped longitudinal section, and the back of the water outlet screen is attached to the biochemical pool where the water outlet is located The inner side of the wall and cover the water outlet, the upper edge of the front edge of the water outlet screen is 300-400mm higher than the water level of the biochemical pool (design water level); there is a water outlet connected to the gas source through the air pipe and valve on the bottom of the water outlet screen Aeration pipe; on the inner wall of the biochemical pool above the water outlet hole, there is a baffle plate that bends toward the pool and its upper edge is higher than the front edge of the water outlet screen; on the bottom of the biochemical pool near the water outlet, the biochemical pool There are auxiliary aeration pipes corresponding to the outlet screen at the end of the wall.
为将MBBR添料从出水筛网的跑漏率降至最低,同时又不会因出水筛网的网孔过小增加出水筛网被MBBR添料堵塞的几率,出水筛网的网孔优选相邻内角分别为120°和60°的菱形,菱形的边长a由下式计算得出:In order to minimize the leakage rate of MBBR feed from the outlet screen, and at the same time not increase the probability of the outlet screen being blocked by MBBR feed due to the small mesh size of the outlet screen, the mesh size of the outlet screen is preferably the same Adjacent to a rhombus with internal angles of 120° and 60° respectively, the side length a of the rhombus is calculated by the following formula:
a=(0.85R2+0.8L2)^(1/2)a=(0.85R 2 +0.8L 2 )^(1/2)
式中:In the formula:
L——空心圆柱形MBBR添料颗粒的长度(mm),L——The length (mm) of hollow cylindrical MBBR additive particles,
R——空心圆柱形MBBR添料颗粒的外径(mm)。R——the outer diameter (mm) of hollow cylindrical MBBR additive particles.
本发明的工作原理是:The working principle of the present invention is:
生化池正常运行时,出水口曝气管不工作,曝气管和辅助曝气管工作。MBBR添料一旦聚集到出水筛网附近,在曝气管和辅助曝气管的气体共同作用下,会循环起来,离开出水筛网,出水筛网网孔不被MBBR添料堵塞,确保处理后的污水顺利通过出水筛网,然后从出水口流出。在此过程中,会有少量MBBR添料穿过出水筛网,时间一长,这些跑漏的MBBR添料会堆积在出水口处,使出水口阻力增加,出水筛网中的水位(正常情况下此水位低于生化池水位)升高。当出水筛网中的水位高出控制水位时,通过水位仪自动控制出水口曝气管的阀门开启,利用出水口曝气管的曝气将这部分MBBR添料重新吹回出水筛网前部的池水中,从而有效防止这些跑漏的MBBR添料堵塞生化池的出水口。当出水筛网中的水位恢复到控制水位以下时,关闭出水口曝气管阀门,出水口曝气管停止曝气,系统恢复正常运行。When the biochemical tank is in normal operation, the aeration pipe at the water outlet does not work, and the aeration pipe and auxiliary aeration pipe work. Once the MBBR additives are gathered near the outlet screen, under the joint action of the gas in the aeration pipe and the auxiliary aeration pipe, they will circulate and leave the outlet screen. The mesh of the outlet screen will not be blocked by the MBBR addition, ensuring The sewage passes through the outlet screen smoothly, and then flows out from the outlet. During this process, a small amount of MBBR additives will pass through the water outlet screen. Over time, these leaked MBBR additives will accumulate at the water outlet, increasing the resistance of the water outlet, and the water level in the outlet screen (normally This water level is lower than the biochemical pool water level) rises. When the water level in the water outlet screen is higher than the control water level, the valve of the aeration pipe at the water outlet is automatically controlled by the water level gauge, and the aeration of the aeration pipe at the water outlet is used to blow this part of the MBBR material back to the front of the water outlet screen. pool water, thus effectively preventing these leaked MBBR additives from clogging the water outlet of the biochemical pool. When the water level in the water outlet screen returns to below the control water level, the valve of the aeration pipe at the water outlet is closed, the aeration pipe at the water outlet stops aeration, and the system resumes normal operation.
本发明的有益效果:Beneficial effects of the present invention:
1、利用本发明装置可有效防止MBBR添料堵塞生化池出水口,避免发生因MBBR添料堵塞生化池出水口导致的污水溢出影响设备运行和丢失MBBR添料现象。1. Utilizing the device of the present invention can effectively prevent the water outlet of the biochemical pool from being blocked by MBBR feeding, and avoid the phenomenon of sewage overflow affecting equipment operation and loss of MBBR feeding caused by blocking the water outlet of the biochemical pool due to MBBR feeding.
2、出水筛网的网孔采用内角为120°和60°的菱形,且菱形的尺寸根据MBBR添料的尺寸按照计算公式求得,可将MBBR添料从出水筛网的跑漏率降至最低,同时又不影响出水筛网的透水性能。2. The mesh of the outlet screen adopts rhombus with internal angles of 120° and 60°, and the size of the rhombus is obtained according to the calculation formula according to the size of the MBBR filler, which can reduce the leakage rate of the MBBR filler from the outlet screen to a minimum. The lowest, while not affecting the water permeability of the outlet screen.
3、利用本发明可以对现有的生化处理污水池进行改造,也可以在新建污水池时同时增设本发明装置。3. The present invention can be used to transform the existing biochemical treatment sewage pool, and also can add the device of the present invention when building a new sewage pool.
4、本发明结构简单,安装方便;采用自动化控制,操作简便,性能可靠。4. The present invention is simple in structure and easy to install; adopts automatic control, easy to operate and reliable in performance.
附图说明Description of drawings
图1为采用本发明的生化池结构示意图;Fig. 1 is the structural representation of adopting the biochemical pond of the present invention;
图2为图1中MBBR添料的三维立体图;Fig. 2 is the three-dimensional stereogram of MBBR adding material among Fig. 1;
图3为图1中出水筛网的网孔示意图。Fig. 3 is a schematic diagram of meshes of the outlet screen in Fig. 1 .
图中:1--生化池池壁、2-出水口、3-(原有的)曝气管、4-辅助曝气管、5-挡料板、6-出水筛网、7-出水口曝气管、8-输气管、9-阀门、10-出水筛网中的水位、11-生化池水位、12-MBBR添料。In the figure: 1-biochemical pool wall, 2-water outlet, 3-(original) aeration pipe, 4-auxiliary aeration pipe, 5-material baffle, 6-water outlet screen, 7-water outlet Aeration pipe, 8-air pipe, 9-valve, 10-water level in the outlet screen, 11-biochemical tank water level, 12-MBBR feed.
具体实施方式Detailed ways
以下结合附图和实施例对本发明作进一步说明。The present invention will be further described below in conjunction with drawings and embodiments.
图1为采用本发明的某生化池结构示意图。该生化池处理的污水为生活污水,生化池的长、宽、高尺寸根据污水处理规模及水质计算得出,在距其一端的生化池池壁1上有出水口2,出水口为边长300—1000mm的圆形孔。添加的MBBR添料材质为高分子材料,密度为0.99,其形状如图2所示,为空心圆柱形颗粒,颗粒的长度L和外径R均为10mm。生化池的设计水位距池内底面为500mm。Fig. 1 is a schematic diagram of the structure of a biochemical pool adopting the present invention. The sewage treated by the biochemical pool is domestic sewage. The length, width and height of the biochemical pool are calculated according to the scale of sewage treatment and water quality. There is a water outlet 2 on the
如图1所示,该生化池中采用的本发明装置,包括置于出水口2前部、纵向截面呈U形的出水筛网6,出水筛网采用碳钢防腐或不锈钢材质,出水筛网的后边贴在出水口所在的生化池池壁1的内侧,其下端低于出水口250mm,并将出水口遮住,出水筛网的底边宽350mm,出水筛网的前边的上沿高出生化池水位11(设计水位)350mm。为将MBBR添料从出水筛网的跑漏率降至最低,同时又不会出现出水筛网被堵塞现象,经过大量试验优化,出水筛网的网孔孔形优选如图3所示内角分别为120°和60°(该角度可以有效防止圆柱形颗粒卡在网孔上)的菱形网孔;根据MBBR添料颗粒的尺寸,经计算求得菱形网孔的边长a为12.8mm,该菱形网孔可确保在不发生出水筛网被MBBR添料堵塞的情况下使MBBR添料颗粒从出水筛网的跑漏率降至最低。为避免从出水筛网跑漏的MBBR添料堵塞出水口,在U形出水筛网的底面安装出水口曝气管7,出水口曝气管通过穿越生化池池壁的输气管8(输气管和池壁间有防水密封)和阀门9与气源相接。在生化池池壁位于出水孔以上的内壁上固定安装向池内弯曲150°的挡料板5,挡料板采用碳钢防腐或不锈钢材质制作,挡料板的上沿要高出出水筛网的前边的上沿。在生化池底面靠近出水口所在生化池池壁的端部安装三排辅助曝气管4,辅助曝气管安装在生化池原设计的曝气管3之间,相互间保持等距离,并使辅助曝气管4的曝气头比曝气管3的曝气头高出10—15cm,辅助曝气管及其曝气头均采用成品微孔曝气盘。As shown in Figure 1, the device of the present invention adopted in this biochemical pool includes a
该生化池出水口曝气管曝气的控制水位(未图示)设定为距生化池水位11低100mm。正常运行时,由池底的曝气管和辅助曝气管进行曝气,当出水筛网中的水位10高于设定的控制水位时,说明出水口被从出水筛网跑漏的MBBR添料堵塞,此时通过水位仪自动控制出水口曝气管的阀门开启,利用出水口曝气管的曝气将这些MBBR添料重新吹回出水筛网前部的池水中,防止这些跑漏的MBBR添料堵塞生化池的出水口。The control water level (not shown) of the aeration pipe aeration at the water outlet of the biochemical pool is set to be 100 mm lower than the
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