CN103623627A - Method for treating sewage by using biological active sand reactor - Google Patents
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Abstract
本发明公开了一种用生物活性砂反应器处理污水的方法。(1)建立一个生物活性砂反应器,内装滤料(颗粒活性炭),还包括进水管、布水器、出水堰、导砂锥、空气提升泵、提砂气嘴、提砂管、洗砂器、洗砂水出口和电气控制系统。(2)由进水管通入污水,经布水器均匀配水,污水由下逆流向上,经过滤料,污水中杂质被过滤,污水中的浊度、色度得到有效的去除;水中的微生物附着在滤料上形成生物膜并汲取水中有机污染物作为营养物质利用,污水中的有机污染物得到去除。本发明结合了一般活性砂过滤器的过滤作用和生物处理作用,能够加强活性砂过滤器去除有机污染物的能力,同时使浊度和色度的去除更加显著。
The invention discloses a method for treating sewage with a bioactive sand reactor. (1) Build a biologically active sand reactor with built-in filter material (granular activated carbon), including water inlet pipe, water distributor, outlet weir, sand guide cone, air lift pump, sand lifting nozzle, sand lifting pipe, sand washing device, sand washing water outlet and electrical control system. (2) The sewage is introduced into the sewage from the water inlet pipe, and the water is evenly distributed through the water distributor. The sewage flows upstream from the bottom. After passing through the filter material, the impurities in the sewage are filtered, and the turbidity and chromaticity in the sewage are effectively removed; the microorganisms in the water adhere to Biofilm is formed on the filter material and the organic pollutants in the water are absorbed and used as nutrients, and the organic pollutants in the sewage are removed. The invention combines the filtering function and biological treatment function of common active sand filters, can strengthen the ability of active sand filters to remove organic pollutants, and at the same time make the removal of turbidity and chroma more remarkable.
Description
技术领域 technical field
本发明涉及污水深度处理、微污染水净化领域,特别是一种用生物活性砂反应器处理污水的方法,用于城镇污水处理。 The invention relates to the field of advanced sewage treatment and micro-polluted water purification, in particular to a method for treating sewage with a biologically active sand reactor, which is used for urban sewage treatment.
背景技术 Background technique
目前,我国大部分城镇污水处理厂都是采用《城镇污水处理厂污染物排放标准》(GB18918-2002)一级B标排放标准,只要达标排放,对环境影响不大。但是随着我国社会经济的快速发展,城市人口剧增,城镇日用水量急增,近年来废水排放总量呈明显的上升趋势,这对一些地区的环境造成比较大的压力。在这样的情况下,如果还按一级B标运行污水处理厂,氮磷等在水体中日积月累,特别是排放到封闭水体,会造成水体富营养化,特别到夏日干旱期,水质恶化严重,生态平衡遭到破坏,使群众的身体健康受到极大的影响。 At present, most of the urban sewage treatment plants in my country adopt the first-level B standard discharge standard of the "Pollutant Discharge Standards for Urban Sewage Treatment Plants" (GB18918-2002). As long as the discharge meets the standard, it will have little impact on the environment. However, with the rapid development of my country's social economy, the urban population has increased sharply, and the daily water consumption in cities and towns has increased sharply. In recent years, the total amount of wastewater discharge has shown an obvious upward trend, which has caused relatively large pressure on the environment in some areas. Under such circumstances, if the sewage treatment plant is still operated according to the first-level B standard, nitrogen and phosphorus will accumulate in the water body, especially if it is discharged into a closed water body, it will cause eutrophication of the water body, especially in the summer drought period, and the water quality will deteriorate seriously. , the ecological balance is destroyed, and the health of the masses is greatly affected.
目前,采用新工艺、新设备是城镇污水处理厂在提标改造中一种技术手段。过滤是污水处理中的关键环节,传统过滤器存在占地面积较大、滤料反冲洗效率不高、滤料会板结等问题,活性砂过滤器是一种集絮凝、澄清、过滤为一体的连续过滤设备,相对传统过滤器有占地面积小、能耗低、反冲洗清洗彻底、滤料不会板结、可承受负荷高等优点。然而单纯的活性砂过滤器对有机污染物处理能力有限,难以满足实际使用需要。 At present, the adoption of new technology and new equipment is a technical means in the upgrading and transformation of urban sewage treatment plants. Filtration is a key link in sewage treatment. Traditional filters have problems such as large footprint, low backwash efficiency of filter material, and hardening of filter material. Activated sand filter is a combination of flocculation, clarification and filtration. Compared with traditional filters, continuous filtration equipment has the advantages of small footprint, low energy consumption, thorough backwash cleaning, no hardening of filter materials, and high load bearing capacity. However, the simple activated sand filter has limited ability to treat organic pollutants, and it is difficult to meet the needs of actual use.
发明内容 Contents of the invention
本发明的目的就是结合过滤和生物作用深度处理污水,提供一种用生物活性砂反应器处理污水的方法。 The purpose of the present invention is to provide a method for treating sewage with a biologically active sand reactor in combination with filtration and biological action for advanced treatment of sewage.
具体步骤为 The specific steps are
(1)建立一个生物活性砂反应器,内装滤料(颗粒活性炭),还包括进水管、布水器、出水堰、导砂锥、空气提升泵、提砂气嘴、提砂管、洗砂器、洗砂水出口和电气控制系统。生物活性砂反应器顶端一侧为出水堰,出水堰下部有洗砂水出口,生物活性砂反应器中部有进水管,进水管下方与布水器相连,,布水器下方与导砂锥相连,提砂管立于生物活性砂反应器中部,提砂管上端外面为洗砂器,提砂管下部末端为提砂气嘴,提砂气嘴外接空气提升泵,空气提升泵另一端与电气控制系统相连。 (1) Build a biologically active sand reactor with built-in filter material (granular activated carbon), including water inlet pipe, water distributor, outlet weir, sand guide cone, air lift pump, sand lifting nozzle, sand lifting pipe, sand washing device, sand washing water outlet and electrical control system. The top side of the bioactive sand reactor is the outlet weir, and the lower part of the outlet weir has a sand washing water outlet. The middle part of the bioactive sand reactor has a water inlet pipe, and the bottom of the water inlet pipe is connected to the water distributor, and the bottom of the water distributor is connected to the sand guide cone. , the sand lifting pipe stands in the middle of the biologically active sand reactor, the upper end of the sand lifting pipe is a sand washing device, the lower end of the sand lifting pipe is a sand lifting air nozzle, the sand lifting air nozzle is connected to an air lift pump, and the other end of the air lift pump is connected to the electric connected to the control system.
(2)由进水管通入污水,经布水器均匀配水,污水由下逆流向上,经过滤料,污水中杂质被过滤,污水中的浊度、色度得到有效的去除;水中的微生物附着在滤料上形成生物膜并汲取水中有机污染物作为营养物质利用,污水中的有机污染物得到去除;经过净化的滤液从顶部的出水堰流出。导砂锥将截留了污染物的滤料导向底部。空气提升泵将空气压缩到提砂气嘴用于将脏的滤料通过提砂管提升至洗砂器进行清洗,洗砂水由洗砂水出口流出,被清洗过的滤料重新回到滤床进入下一个循环。电气控制系统,用于控制生物活性砂反应器和空气提升泵的启动、运行及报警。 (2) The sewage is introduced into the sewage from the water inlet pipe, and the water is evenly distributed through the water distributor. The sewage flows upstream from the bottom. After passing through the filter material, the impurities in the sewage are filtered, and the turbidity and chromaticity in the sewage are effectively removed; the microorganisms in the water adhere to The biofilm is formed on the filter material and the organic pollutants in the water are absorbed and used as nutrients, and the organic pollutants in the sewage are removed; the purified filtrate flows out from the outlet weir at the top. The sand guide cone guides the filter material with trapped pollutants to the bottom. The air lift pump compresses the air to the sand lifting nozzle to lift the dirty filter material through the sand lifting tube to the sand washing device for cleaning. The sand washing water flows out from the sand washing water outlet, and the cleaned filter material returns to the filter. The bed goes into the next cycle. The electrical control system is used to control the start, operation and alarm of the biological active sand reactor and the air lift pump.
本发明实现一般的活性砂过滤系统过滤作用的同时,在滤料上挂上生物膜达到去除污水中的有机污染物,并且微生物使整个系统对色度、浊度的去除效果更显著。 The invention realizes the filtering function of the general active sand filtering system, and at the same time hangs the biofilm on the filter material to remove the organic pollutants in the sewage, and the microorganisms make the whole system have a more remarkable effect of removing the chroma and turbidity.
附图说明 Description of drawings
图1为本发明的整体结构剖视示意图。 Fig. 1 is a schematic cross-sectional view of the overall structure of the present invention.
图中标记:1-滤料,2-是进水管,3-是布水器,4-是出水堰,5-导砂锥,6-空气提升泵,7-提砂气嘴,8-提砂管,9-洗砂器,10-洗砂水出口,11-电气控制系统。 Marks in the figure: 1-filter material, 2-water inlet pipe, 3-water distributor, 4-water outlet weir, 5-sand guide cone, 6-air lift pump, 7-sand lift nozzle, 8-lift Sand pipe, 9-sand washer, 10-sand washing water outlet, 11-electrical control system.
具体实施方式 Detailed ways
实施例: Example:
(1)如图1,建立一个生物活性砂反应器,内装滤料1(粒径为10~20目颗粒活性炭),还包括进水管2、布水器3、出水堰4、导砂锥5、空气提升泵6、提砂气嘴7、提砂管8、洗砂器9、洗砂水出口10和电气控制系统11。生物活性砂反应器顶端一侧为出水堰4,出水堰4下部有洗砂水出口10,生物活性砂反应器中部有进水管2,进水管2下方与布水器3相连,布水器3下方与导砂锥5相连,提砂管8立于生物活性砂反应器中部,提砂管8上端外面为洗砂器9,提砂管8下部末端为提砂气嘴7,提砂气嘴7外接空气提升泵6,空气提升泵6另一端与电气控制系统11相连。
(1) As shown in Figure 1, build a biologically active sand reactor with a built-in filter material 1 (granular activated carbon with a particle size of 10-20 mesh), and also includes a water inlet pipe 2, a water distributor 3, an outlet weir 4, and a sand guide cone 5 ,
(2)由进水管2通入污水,经布水器3均匀配水,污水由下逆流向上,经过滤床中的滤料1,水中杂质被过滤,污水中的浊度、色度得到有效的去除。逐步提高进水流量至设计流量,经过10~30天的不断通水,水中的微生物附着在滤料1上形成生物膜并汲取水中有机污染物作为营养物质利用,污水中的有机污染物得到去除;经过净化的滤液从顶部的出水堰4流出。 (2) Sewage is introduced into the sewage from the water inlet pipe 2, and the water is evenly distributed through the water distributor 3. The sewage flows from the bottom to the top, and the impurities in the water are filtered through the filter material 1 in the filter bed, and the turbidity and chromaticity in the sewage are effectively reduced. remove. Gradually increase the influent flow rate to the design flow rate. After 10 to 30 days of continuous water flow, the microorganisms in the water adhere to the filter material 1 to form a biofilm and absorb organic pollutants in the water as nutrients, and the organic pollutants in the sewage are removed. ; The purified filtrate flows out from the outlet weir 4 at the top.
当监测到出水浊度恶化时开启空气提升泵6进行间歇洗砂。导砂锥5将截留了污染物的滤料1导向底部。空气提升泵6将空气压缩到提砂气嘴7用于将脏的滤料1通过提砂管8提升至洗砂器9进行清洗,洗砂水由洗砂水出口10流出,被清洗过的滤料1重新回到滤床进入下一个循环。电气控制系统11,用于控制生物活性砂反应器和空气提升泵6的启动、运行及报警,达到生物活性砂反应器自动稳定运行及自动间歇洗砂的目的。
When it is monitored that the turbidity of the effluent deteriorates, the
处理后水中的COD、浊度、色度达到或优于《城镇污水处理厂污染物排放标准》(GB 18918—2002)中的一级A标准。 The COD, turbidity, and chromaticity in the treated water meet or exceed the first-class A standard in the "Pollutant Discharge Standards for Urban Sewage Treatment Plants" (GB 18918-2002).
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106336011A (en) * | 2016-10-26 | 2017-01-18 | 桂林理工大学 | Method for treating sewage plant tail water by utilizing continuous backwash denitrification deep bed filter |
| CN108408973A (en) * | 2018-04-08 | 2018-08-17 | 安徽工程大学 | A kind of tiny flocculation continuous sand filter |
| CN109173363A (en) * | 2018-11-12 | 2019-01-11 | 新乡市绿丰环保工程有限公司 | Continuous activated carbon filter device and its operation method |
| CN110193219A (en) * | 2019-04-28 | 2019-09-03 | 永联印刷耗材(深圳)有限公司 | Print developer solution circulating filtration equipment |
| CN111039392A (en) * | 2019-12-25 | 2020-04-21 | 水净缘环境科技股份有限公司 | Multifunctional water treatment filtering device |
| CN111807610A (en) * | 2020-06-19 | 2020-10-23 | 绿源(北京)环保设备股份有限公司 | Method and system for deeply removing total nitrogen in sewage |
| CN112638493A (en) * | 2018-09-14 | 2021-04-09 | 尼佩创新公司 | Biofilter device for fish farming system |
| CN113233537A (en) * | 2021-05-10 | 2021-08-10 | 绍兴合源环境科技有限公司 | Civil engineering structure pulsating bed active carbon adsorption system |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106336011A (en) * | 2016-10-26 | 2017-01-18 | 桂林理工大学 | Method for treating sewage plant tail water by utilizing continuous backwash denitrification deep bed filter |
| CN108408973A (en) * | 2018-04-08 | 2018-08-17 | 安徽工程大学 | A kind of tiny flocculation continuous sand filter |
| CN108408973B (en) * | 2018-04-08 | 2021-04-09 | 安徽工程大学 | A kind of microflocculation continuous sand filter |
| CN112638493A (en) * | 2018-09-14 | 2021-04-09 | 尼佩创新公司 | Biofilter device for fish farming system |
| CN109173363A (en) * | 2018-11-12 | 2019-01-11 | 新乡市绿丰环保工程有限公司 | Continuous activated carbon filter device and its operation method |
| CN110193219A (en) * | 2019-04-28 | 2019-09-03 | 永联印刷耗材(深圳)有限公司 | Print developer solution circulating filtration equipment |
| CN111039392A (en) * | 2019-12-25 | 2020-04-21 | 水净缘环境科技股份有限公司 | Multifunctional water treatment filtering device |
| CN111807610A (en) * | 2020-06-19 | 2020-10-23 | 绿源(北京)环保设备股份有限公司 | Method and system for deeply removing total nitrogen in sewage |
| CN113233537A (en) * | 2021-05-10 | 2021-08-10 | 绍兴合源环境科技有限公司 | Civil engineering structure pulsating bed active carbon adsorption system |
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Application publication date: 20140312 |
