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 PDFInfo
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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。
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.
Description
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
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
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
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
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104310582A (en) * | 2014-11-10 | 2015-01-28 | 哈尔滨工业大学 | Integrated type anaerobic membrane bioreactor capable of effectively lowering membrane pollution |
| 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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| US11485661B2 (en) | 2021-06-21 | 2022-11-01 | Zhejiang Gongshang University | Device for advanced degradation of organic wastewater and application thereof |
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