CN102260023A - Apparatus for treating domestic sewage by utilizing anaerobic expanded granular sludge bed - Google Patents

Apparatus for treating domestic sewage by utilizing anaerobic expanded granular sludge bed Download PDF

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CN102260023A
CN102260023A CN201110169243A CN201110169243A CN102260023A CN 102260023 A CN102260023 A CN 102260023A CN 201110169243 A CN201110169243 A CN 201110169243A CN 201110169243 A CN201110169243 A CN 201110169243A CN 102260023 A CN102260023 A CN 102260023A
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membrane module
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active carbon
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高大文
姚晨
陶彧
任南琪
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Harbin Institute of Technology Shenzhen
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Abstract

利用厌氧膨胀颗粒污泥床处理生活污水的装置,它涉及一种处理生活污水的装置。针对解决目前厌氧处理污水时生物量需要的周期长、需要通过好氧处理达到排放要求、低温条件下降解的速率低且产生臭味和腐蚀性物质的问题。进水箱与装有污泥和颗粒活性炭的外筒的底部连通,上筒的底端与装有污泥和颗粒活性炭的外筒的上端固接,装有颗粒活性炭的内筒中设有中空纤维膜,第一圆台形筒的小直径端与中筒连通,第二圆台形筒设在第一圆台形筒的外部,第二圆台形筒的大直径端与上筒的内壁固接,中空纤维膜的上端通过第一出水泵与膜组件连通,上筒的上端和膜组件的上端均与集气瓶连通,膜组件通过第二出水泵与出水箱连通。本发明用于处理生活污水。

Figure 201110169243

The utility model relates to a device for treating domestic sewage by using an anaerobic expanded granular sludge bed, which relates to a device for treating domestic sewage. It is aimed at solving the problems that the current anaerobic treatment of sewage requires a long cycle for biomass, aerobic treatment is required to meet the discharge requirements, the degradation rate is low under low temperature conditions, and odor and corrosive substances are produced. The water inlet tank is connected to the bottom of the outer cylinder containing sludge and granular activated carbon, the bottom end of the upper cylinder is fixedly connected to the upper end of the outer cylinder containing sludge and granular activated carbon, and a hollow fiber is installed in the inner cylinder containing granular activated carbon. The small-diameter end of the first frustum-shaped tube communicates with the middle tube, the second truncated-shaped tube is arranged outside the first truncated-shaped tube, the large-diameter end of the second truncated-shaped tube is fixedly connected to the inner wall of the upper tube, and the hollow fiber The upper end of the membrane communicates with the membrane module through the first water outlet pump, the upper end of the upper cylinder and the upper end of the membrane module communicate with the gas collecting bottle, and the membrane module communicates with the water outlet tank through the second water outlet pump. The invention is used for treating domestic sewage.

Figure 201110169243

Description

利用厌氧膨胀颗粒污泥床处理生活污水的装置A device for treating domestic sewage using anaerobic expanded granular sludge bed

技术领域 technical field

本发明涉及一种处理生活污水的装置。The invention relates to a device for treating domestic sewage.

背景技术 Background technique

目前,我国和世界其他国家生活污水的处理方法主要采用好氧处理(如活性污泥法等)、厌氧处理(如USAB等),虽然能达到较好的处理效果,但仍存在许多问题。At present, the treatment methods of domestic sewage in my country and other countries in the world mainly adopt aerobic treatment (such as activated sludge process, etc.) and anaerobic treatment (such as USAB, etc.). Although they can achieve better treatment effects, there are still many problems.

好氧处理存在的问题:1、能耗高:好氧方法需对污水进行充氧,需要消耗大量电能,据估算,一个采用传统活性污泥法的污水厂,总运行费用的75%耗费在电能上面,无论在经济上还是节能上的负担都较重;2、污泥产量高:好氧微生物的产率一般高达0.2-0.6kgVSS/kgCOD,因此需要对污泥进行脱水、安全填埋或焚烧等后续处理,增加了污水处理的成本;3、投加有机碳源:对于一些碳源不足的废水,需外加碳源,增加了运行管理费用;4、管理不方便:好氧工艺的基础投资较大,而且运行管理不方便,不适合发展相对落后的城镇和农村应用;Problems in aerobic treatment: 1. High energy consumption: the aerobic method needs to oxygenate the sewage, which consumes a lot of electricity. It is estimated that a sewage plant using the traditional activated sludge method consumes 75% of the total operating cost in In terms of electric energy, both economically and energy-saving burdens are heavy; 2. High sludge production: the production rate of aerobic microorganisms is generally as high as 0.2-0.6kgVSS/kgCOD, so sludge needs to be dehydrated, safely landfilled or Subsequent treatment such as incineration increases the cost of sewage treatment; 3. Adding organic carbon source: For some wastewater with insufficient carbon source, additional carbon source is required, which increases the operation and management costs; 4. Inconvenient management: the basis of aerobic process The investment is large, and the operation and management are inconvenient, so it is not suitable for the development of relatively backward urban and rural applications;

厌氧处理存在的问题:1、欲达到理想的生物量需要的周期长;2、常需要进一步通过好氧处理达到排放要求;3、低温条件下降解的速率低;4、产生臭味和腐蚀性物质。Problems in anaerobic treatment: 1. It takes a long time to achieve the ideal biomass; 2. It is often necessary to further meet the emission requirements through aerobic treatment; 3. The degradation rate is low under low temperature conditions; 4. Odor and corrosion sexual substance.

发明内容 Contents of the invention

本发明的目的是提供一种利用厌氧膨胀颗粒污泥床处理生活污水的装置,以解决目前厌氧处理污水时生物量需要的周期长、需要通过好氧处理达到排放要求、低温条件下降解的速率低且产生臭味和腐蚀性物质的问题。The purpose of the present invention is to provide a device that uses anaerobic expanded granular sludge bed to treat domestic sewage, so as to solve the problem that the current anaerobic treatment of sewage requires a long period of biomass, needs to meet the discharge requirements through aerobic treatment, and degrades under low temperature conditions. The rate is low and the problem of producing odor and corrosive substances.

本发明为解决上述技术问题采取的技术方案是:所述处理生活污水的装置包括进水箱、进水泵、回流泵、第一出水泵、集气瓶、膜组件、第二出水泵、出水箱,所述处理生活污水的装置还包括反应器,反应器包括装有污泥和颗粒活性炭的外筒、中筒、装有颗粒活性炭的内筒、中空纤维膜和三相分离器,三相分离器由第一圆台形筒和第二圆台形筒构成,进水箱的出水口依次通过进水泵和回流泵与装有污泥和颗粒活性炭的外筒的底部连通,装有污泥和颗粒活性炭的外筒的侧壁上设有一列采样口,上筒的底端与装有污泥和颗粒活性炭的外筒的上端固接,中筒设在装有污泥和颗粒活性炭的外筒中,装有颗粒活性炭的内筒设在中筒内,装有颗粒活性炭的内筒中设有中空纤维膜,第一圆台形筒的小直径端与中筒连通,第二圆台形筒设在第一圆台形筒的外部且第一圆台形筒的大直径端的外边缘与第二圆台形筒相对应位置处的内壁之间的距离为1-3mm,第二圆台形筒的大直径端与上筒的内壁固接,且第二圆台形筒的大直径端的外边缘与上筒相对应位置处的的内壁之间的距离为4-6mm,中空纤维膜的上端通过第一出水泵与膜组件连通,上筒的上端和膜组件的上端均与集气瓶连通,膜组件通过第二出水泵与出水箱连通,装有颗粒活性炭的内筒的上端封闭。The technical scheme adopted by the present invention to solve the above technical problems is: the device for treating domestic sewage includes a water inlet tank, a water inlet pump, a return pump, a first water outlet pump, a gas collecting bottle, a membrane module, a second water outlet pump, and a water outlet tank , the device for treating domestic sewage also includes a reactor, the reactor includes an outer cylinder with sludge and granular activated carbon, a middle cylinder, an inner cylinder with granular activated carbon, a hollow fiber membrane and a three-phase separator, and the three-phase separation The device is composed of the first frustum-shaped cylinder and the second frustum-shaped cylinder. The outlet of the water inlet tank is connected to the bottom of the outer cylinder containing sludge and granular activated carbon through the water inlet pump and the return pump in turn. There is a row of sampling ports on the side wall of the outer cylinder, the bottom of the upper cylinder is fixedly connected to the upper end of the outer cylinder containing sludge and granular activated carbon, and the middle cylinder is set in the outer cylinder containing sludge and granular activated carbon. The inner cylinder with granular activated carbon is set in the middle cylinder, and the inner cylinder with granular activated carbon is provided with a hollow fiber membrane. The small diameter end of the first frustum-shaped cylinder communicates with the middle cylinder, and the second The distance between the outside of the tube and the outer edge of the large diameter end of the first truncated cone tube and the inner wall at the corresponding position of the second truncated cone tube is 1-3mm, and the large diameter end of the second truncated cone tube and the inner wall of the upper tube Fixed connection, and the distance between the outer edge of the large diameter end of the second conical cylinder and the inner wall at the corresponding position of the upper cylinder is 4-6mm, the upper end of the hollow fiber membrane communicates with the membrane module through the first water outlet pump, and the upper Both the upper end of the barrel and the upper end of the membrane module are connected with the gas collecting bottle, the membrane module is connected with the water outlet tank through the second outlet pump, and the upper end of the inner cylinder filled with granular activated carbon is closed.

本发明具有以下有益效果:1、该技术与传统的好氧技术相比,节省至少70%的耗氧量;2、该技术与传统的厌氧技术相比,不需要进一步通过好氧处理达到排放要求,有机物去除率可提升20%-30%;3、该技术将有机物最大限度的转化为甲烷,降解速率高,从而实现能源化,大大缓解目前能源短缺的现状;4、通过优化运行参数可以缩短水力停留时间,从而提高了处理效率,周期短且不产生臭味和腐蚀性物质。The present invention has the following beneficial effects: 1. Compared with traditional aerobic technology, this technology saves at least 70% of oxygen consumption; 2. Compared with traditional anaerobic technology, this technology does not need further aerobic treatment to achieve Emission requirements, the removal rate of organic matter can be increased by 20%-30%; 3. This technology can convert organic matter into methane to the maximum, and the degradation rate is high, so as to realize energy conversion and greatly alleviate the current energy shortage situation; 4. By optimizing operating parameters The hydraulic retention time can be shortened, thereby improving the treatment efficiency, the cycle is short and no odor and corrosive substances are produced.

附图说明 Description of drawings

图1是本发明的整体结构示意图,图2是三相分离器的结构示意图。Fig. 1 is a schematic diagram of the overall structure of the present invention, and Fig. 2 is a schematic diagram of the structure of a three-phase separator.

具体实施方式 Detailed ways

具体实施方式一:结合图1和图2说明本实施方式,本实施方式的处理生活污水的装置包括进水箱1、进水泵2、回流泵3、第一出水泵4、集气瓶5、膜组件6、第二出水泵7、出水箱8,其特征在于:所述处理生活污水的装置还包括反应器9,反应器9包括装有污泥和颗粒活性炭的外筒10、中筒11、装有颗粒活性炭的内筒12、中空纤维膜13、三相分离器14和上筒17,三相分离器14由第一圆台形筒15和第二圆台形筒16构成,进水箱1的出水口依次通过进水泵2和回流泵3与装有污泥和颗粒活性炭的外筒10的底部连通,装有污泥和颗粒活性炭的外筒10的侧壁上设有一列采样口10-1,上筒17的底端与装有污泥和颗粒活性炭的外筒10的上端固接,中筒11设在装有污泥和颗粒活性炭的外筒10中,装有颗粒活性炭的内筒12设在中筒11内,装有颗粒活性炭的内筒12中设有中空纤维膜13,第一圆台形筒15的小直径端与中筒11连通,第二圆台形筒16设在第一圆台形筒15的外部且第一圆台形筒15的大直径端的外边缘与第二圆台形筒16相对应位置处的内壁之间的距离为1-3mm,第二圆台形筒16的大直径端与上筒17的内壁固接,且第二圆台形筒16的大直径端的外边缘与上筒17相对应位置处的的内壁之间的距离为4-6mm,中空纤维膜13的上端通过第一出水泵4与膜组件6连通,上筒17的上端和膜组件6的上端均与集气瓶5连通,膜组件6通过第二出水泵7与出水箱8连通,装有颗粒活性炭的内筒12的上端封闭。Specific Embodiment 1: This embodiment is described in conjunction with FIG. 1 and FIG. 2. The device for treating domestic sewage in this embodiment includes a water inlet tank 1, a water inlet pump 2, a return pump 3, a first water outlet pump 4, a gas collecting bottle 5, Membrane module 6, second water outlet pump 7, water outlet tank 8, characterized in that: the device for treating domestic sewage also includes a reactor 9, and the reactor 9 includes an outer cylinder 10 and a middle cylinder 11 filled with sludge and granular activated carbon , the inner cylinder 12 that granular activated carbon is housed, the hollow fiber membrane 13, the three-phase separator 14 and the upper cylinder 17, the three-phase separator 14 is made of the first conical cylinder 15 and the second conical cylinder 16, and the water inlet tank 1 The water outlet of the water outlet is communicated with the bottom of the outer cylinder 10 containing sludge and granular activated carbon successively through the water inlet pump 2 and the return pump 3, and a row of sampling ports 10- 1. The bottom end of the upper cylinder 17 is fixedly connected to the upper end of the outer cylinder 10 containing sludge and granular activated carbon, the middle cylinder 11 is set in the outer cylinder 10 containing sludge and granular activated carbon, and the inner cylinder equipped with granular activated carbon 12 is located in the middle tube 11, the inner tube 12 containing granular activated carbon is provided with a hollow fiber membrane 13, the small diameter end of the first truncated cone-shaped tube 15 communicates with the middle tube 11, and the second truncated circular tube 16 is arranged on the first The distance between the outside of the frustum-shaped tube 15 and the outer edge of the large-diameter end of the first truncated-conical tube 15 and the inner wall at the corresponding position of the second truncated-conical tube 16 is 1-3mm, and the large-diameter of the second truncated-conical tube 16 The end is affixed to the inner wall of the upper cylinder 17, and the distance between the outer edge of the large-diameter end of the second conical tube 16 and the inner wall at the corresponding position of the upper cylinder 17 is 4-6mm, and the upper end of the hollow fiber membrane 13 passes through The first water outlet pump 4 communicates with the membrane module 6, the upper end of the upper cylinder 17 and the upper end of the membrane module 6 communicate with the gas collecting bottle 5, the membrane module 6 communicates with the water outlet tank 8 through the second water outlet pump 7, and the granular activated carbon is housed. The upper end of the inner cylinder 12 is closed.

具体实施方式二:结合图1说明本实施方式,本实施方式的上筒17通过进水泵2与进水箱1连通,此结构用于控制外筒进水流速。其他组成及连接关系与具体实施方式一相同。Embodiment 2: This embodiment is described with reference to FIG. 1 . In this embodiment, the upper cylinder 17 communicates with the water inlet tank 1 through the water inlet pump 2 . This structure is used to control the water inlet flow rate of the outer cylinder. Other components and connections are the same as those in the first embodiment.

具体实施方式三:结合图1说明本实施方式,本实施方式的膜组件6为PE中空纤维膜。该膜组件用于截留颗粒活性炭、污泥及大分子有机物。其他组成及连接关系与具体实施方式一相同。Specific Embodiment 3: This embodiment is described with reference to FIG. 1 . The membrane module 6 of this embodiment is a PE hollow fiber membrane. The membrane module is used to intercept granular activated carbon, sludge and macromolecular organic matter. Other components and connections are the same as those in the first embodiment.

具体实施方式四:结合图1说明本实施方式,本实施方式的装置还包括压力传感器18,压力传感器18设置在膜组件6与第二出水泵7之间,该压力传感器用于测定跨膜压力。其他组成及连接关系与具体实施方式一相同。Specific Embodiment Four: This embodiment is described in conjunction with Fig. 1, the device of this embodiment also includes a pressure sensor 18, the pressure sensor 18 is arranged between the membrane assembly 6 and the second water outlet pump 7, and the pressure sensor is used to measure the transmembrane pressure . Other components and connections are the same as those in the first embodiment.

工作原理:污水从进水箱1通过进水泵2和回流泵3进入反应器9中的装有污泥和颗粒活性炭的外筒10,形成上流式膨胀颗粒污泥床,微生物与污水中的有机物充分接触,从而降解有机物,经过三相分离器14后,分解出的气态甲烷及处理后的水与污泥三相分离,处理后的水一部分进入中筒11,流向向下,另一部分通过回流进入装有颗粒活性炭的内筒12,污泥回流进装有污泥和颗粒活性炭的外筒10,出水在流入装有颗粒活性炭的内筒12的同时进一步通过颗粒活性炭的吸附来减少膜的污染,通过第一出水泵4的作用将出水从中空纤维膜13中抽取出来,达到进一步净化,再经过膜组件6进入到出水箱8。Working principle: Sewage enters the outer cylinder 10 containing sludge and granular activated carbon in the reactor 9 from the water inlet tank 1 through the water inlet pump 2 and the return pump 3, forming an upflow expanded granular sludge bed, microorganisms and organic matter in the sewage Fully contact to degrade organic matter. After passing through the three-phase separator 14, the decomposed gaseous methane and treated water are separated from the sludge in three phases. Part of the treated water enters the middle cylinder 11 and flows downward, while the other part passes through the backflow The sludge enters the inner cylinder 12 filled with granular activated carbon, and the sludge flows back into the outer cylinder 10 filled with sludge and granular activated carbon. When the effluent flows into the inner cylinder 12 equipped with granular activated carbon, the membrane pollution is further reduced by the adsorption of granular activated carbon. , the outlet water is extracted from the hollow fiber membrane 13 by the action of the first outlet pump 4 to achieve further purification, and then enters the outlet water tank 8 through the membrane module 6 .

Claims (4)

1. device that utilizes anaerobic expanded granular sludge bed processing sanitary sewage; the device of described processing sanitary sewage comprises inlet chest (1); intake pump (2); reflux pump (3); first goes out water pump (4); air collector (5); membrane module (6); second goes out water pump (7); water tank (8); it is characterized in that: the device of described processing sanitary sewage also comprises reactor (9); reactor (9) comprises the urceolus (10) that mud and granulated active carbon are housed; middle tube (11); the inner core (12) of granulated active carbon is housed; hollow-fibre membrane (13); triphase separator (14) and top cylinder (17); triphase separator (14) is made of the first truncated cone-shaped tube (15) and the second truncated cone-shaped tube (16); the water outlet of inlet chest (1) is communicated with the bottom of the urceolus that mud and granulated active carbon are housed (10) by intake pump (2) and reflux pump (3) successively; the sidewall that the urceolus (10) of mud and granulated active carbon is housed is provided with a row thief hatch (10-1); the bottom of top cylinder (17) is affixed with the upper end of the urceolus (10) that mud and granulated active carbon are housed; middle tube (11) is located in the urceolus (10) that mud and granulated active carbon are housed; the inner core (12) that granulated active carbon is housed is located in the middle tube (11); be equipped with in the inner core (12) of granulated active carbon and be provided with hollow-fibre membrane (13); the smaller diameter end of the first truncated cone-shaped tube (15) is communicated with middle tube (11); the distance that the second truncated cone-shaped tube (16) is located between the inwall at the outward flange of larger diameter end of the outside and first truncated cone-shaped tube (15) of the first truncated cone-shaped tube (15) and second truncated cone-shaped tube (16) the opposite position place is 1-3mm; the inwall of the larger diameter end of the second truncated cone-shaped tube (16) and top cylinder (17) is affixed; and the outward flange of the larger diameter end of the second truncated cone-shaped tube (16) and top cylinder (17) opposite position place inwall between distance be 4-6mm; the upper end of hollow-fibre membrane (13) goes out water pump (4) by first and is communicated with membrane module (6); the upper end of the upper end of top cylinder (17) and membrane module (6) all is communicated with air collector (5); membrane module (6) goes out water pump (7) by second and is communicated with water tank (8), and the upper end closed of the inner core (12) of granulated active carbon is housed.
2. according to the described a kind of device that utilizes anaerobic expanded granular sludge bed processing sanitary sewage of claim 1, it is characterized in that top cylinder (17) is communicated with inlet chest (1) by intake pump (2).
3. according to claim 1 or 2 described a kind of devices that utilize anaerobic expanded granular sludge bed processing sanitary sewage, it is characterized in that membrane module (6) is the PE hollow-fibre membrane.
4. according to the described a kind of device that utilizes anaerobic expanded granular sludge bed processing sanitary sewage of claim 3, it is characterized in that described device also comprises pressure transmitter (18), pressure transmitter (18) is arranged on membrane module (6) and second and goes out between the water pump (7).
CN 201110169243 2011-06-22 2011-06-22 Apparatus for treating domestic sewage by utilizing anaerobic expanded granular sludge bed Expired - Fee Related CN102260023B (en)

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CN105600924A (en) * 2015-12-22 2016-05-25 浙江大学 Device and method for strengthening anaerobic MBR (membrane bioreactor) process performance by adding bamboo charcoal particles
CN113336373A (en) * 2021-06-21 2021-09-03 浙江工商大学 Organic wastewater deep degradation reaction device and application

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CN113336373A (en) * 2021-06-21 2021-09-03 浙江工商大学 Organic wastewater deep degradation reaction device and application
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