CN102649614A - Water quality purification device for rainwater collection pit water with biological slow filter basin - Google Patents

Water quality purification device for rainwater collection pit water with biological slow filter basin Download PDF

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CN102649614A
CN102649614A CN2011100506236A CN201110050623A CN102649614A CN 102649614 A CN102649614 A CN 102649614A CN 2011100506236 A CN2011100506236 A CN 2011100506236A CN 201110050623 A CN201110050623 A CN 201110050623A CN 102649614 A CN102649614 A CN 102649614A
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filter
biological slow
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tank
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张国珍
杨浩
武福平
李悦
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Lanzhou Jiaotong University
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Abstract

本发明涉及一种带生物慢滤池的集雨窖水水质净化装置,该装置包括串联在一起的供水水箱、粗滤池、生物慢滤池和清水池;所述供水水箱和所述生物慢滤池均分别与所述粗滤池、清水池相连。本发明造价低廉,操作、维护简单,通过几种滤料的优化组合,扬长避短,对窖水污染物具有很好的去处效果。

Figure 201110050623

The invention relates to a water quality purification device for a rain cellar with a biological slow filter tank, which comprises a water supply tank, a rough filter tank, a biological slow filter tank and a clean water tank connected in series; the water supply tank and the biological slow filter tank The filter tanks are respectively connected with the coarse filter tank and the clear water tank. The invention has the advantages of low cost, simple operation and maintenance, through the optimized combination of several filter materials, the strengths are maximized and the weaknesses are avoided, and the filter has a good removal effect on cellar water pollutants.

Figure 201110050623

Description

一种带生物慢滤池的集雨窖水水质净化装置A rainwater cellar water purification device with a biological slow filter

技术领域 technical field

本发明涉及农村饮用水处理技术领域,尤其涉及一种带生物慢滤池的集雨窖水水质净化装置。The invention relates to the technical field of rural drinking water treatment, in particular to a water quality purification device for rain cellar water with a biological slow filter tank.

背景技术 Background technique

我国西北干旱地区地表水资源匮乏,地下水含水层较深,有些地区无地下水资源可利用,村镇地区资源性缺水严重,尤其在西北地区地表水和地下水极端缺乏的干旱山区,雨水是唯一有潜力的水资源。将雨季的降雨收集并储存在水窖中作为日常生活饮用水已成为解决西北干旱缺水地区缺水问题的有效途径。但是,由于雨水在收集过程中受到固态废物碎屑(垃圾、动物粪便等)、空气沉降物、化肥、农药、车辆排放物以及其它由人类活动带来的污染。此外,雨水在水窖中长期储存,导致水变质、变味,直接饮用会对人畜产生极大危害。调查发现,水中微生物、有机物、总氮等经常超标,色度和浊度较差,超标的污染物主要包括细菌、大肠杆菌、色度、浊度、重金属等;在有机微污染物方面检出了多环芳烃、酞酸酯等。而目前国内大部分的净化器都是针对相对较干净的市政管网给水及作为饮用水水源的江河湖泊水,具体针对集雨水水质,适合西北农村分散式应用的小型集雨水净化装置还未见报道。In the arid areas of Northwest my country, surface water resources are scarce, and groundwater aquifers are deep. Some areas have no groundwater resources to use, and resource water shortages are serious in villages and towns. Especially in arid mountainous areas where surface water and groundwater are extremely scarce in Northwest China, rainwater is the only potential. of water resources. Collecting and storing the rainfall in the rainy season as drinking water for daily life has become an effective way to solve the problem of water shortage in the arid and water-scarce areas of Northwest China. However, during the collection process, rainwater is polluted by solid waste debris (garbage, animal manure, etc.), air fallout, chemical fertilizers, pesticides, vehicle emissions, and other human activities. In addition, the long-term storage of rainwater in the water cellar will cause the water to deteriorate and taste, and drinking it directly will cause great harm to humans and animals. The survey found that microorganisms, organic matter, and total nitrogen in the water often exceeded the standard, and the chromaticity and turbidity were poor. The pollutants that exceeded the standard mainly included bacteria, E. coli, chromaticity, turbidity, heavy metals, etc.; polycyclic aromatic hydrocarbons, phthalates, etc. At present, most of the purifiers in China are aimed at relatively clean municipal pipe network water supply and river and lake water as drinking water sources. Specifically for the quality of rainwater collection, there are no small rainwater collection purification devices suitable for decentralized applications in rural areas in Northwest China. reports.

目前,在水处理领域中的生物活性炭技术有很好的去除有机物、氨氮以及色度的效果,在杀菌和控制重金属上效果欠佳,而多元微电解技术几乎对有机物没有去除效果,但在置换水中重金属和杀菌的方面有良好的作用。此外,现有的微污染水处理设备大多数都需要专业人员操作调试,西北农村分散居住地的人员文化水平普遍较低,还不具备操作这样设备的水平,而自动化程度高、操作简易的设备多采用电气自控系统价格昂贵,西北农村人口大多还不具备购买这样设备的条件。At present, the biological activated carbon technology in the field of water treatment has a good effect on removing organic matter, ammonia nitrogen, and chroma, but is not effective in sterilization and control of heavy metals. It has a good effect on heavy metals in water and sterilization. In addition, most of the existing micro-polluted water treatment equipment requires professionals to operate and debug. The cultural level of personnel in scattered residential areas in Northwest rural areas is generally low, and they do not have the level to operate such equipment. However, equipment with a high degree of automation and easy operation Most of the electrical automatic control systems are expensive, and most of the rural population in the northwest do not have the conditions to purchase such equipment.

在这个背景下有待研发一种简单易操作、专门针对处理这种特殊微污染水的水处理装置。Under this background, it is necessary to develop a water treatment device that is simple and easy to operate, and is specially designed to treat this special slightly polluted water.

发明内容 Contents of the invention

本发明所要解决的技术问题是提供一种针对我国西北村镇集雨窖水水质的造价低廉、操作简单的带生物慢滤池的集雨窖水水质净化装置。The technical problem to be solved by the present invention is to provide a low-cost, simple-to-operate rain-collecting cellar water purification device with a biological slow filter for the water quality of rain-collecting cellars in northwest villages and towns in my country.

为解决上述问题,本发明所述的一种带生物慢滤池的集雨窖水水质净化装置,其特征在于:该装置包括串联在一起的供水水箱、粗滤池、生物慢滤池和清水池;所述供水水箱和所述生物慢滤池均分别与所述粗滤池、清水池相连。In order to solve the above problems, a rain cellar water purification device with a biological slow filter according to the present invention is characterized in that: the device includes a water supply tank, a coarse filter, a biological slow filter and a clean water tank connected in series pond; the water supply tank and the biological slow filter are respectively connected to the coarse filter and the clear water pond.

所述供水水箱的底部通过回流管与所述清水池相连,且其内设有供水水泵,该供水水泵通过输水管道I与所述粗滤池相连;所述回流管的一端设有阀门I,其另一端设有阀门VII;所述输水管道I上沿水流方向依次设有阀门II、流量计、阀门III、水龙头I。The bottom of the water supply tank is connected to the clear water tank through a return pipe, and a water supply pump is provided inside it, and the water supply pump is connected to the coarse filter tank through a water delivery pipeline I; one end of the return pipe is provided with a valve I , the other end of which is provided with a valve VII; the water pipeline I is provided with a valve II, a flow meter, a valve III, and a faucet I in sequence along the direction of water flow.

所述粗滤池的上部设有与所述生物慢滤池相连的输水管道II,其内部自上而下依次设有由厚度为30cm且粒径为5~10mm鹅卵石构成的滤料层I、由厚度为30cm且粒径为10~20mm鹅卵石构成的滤料层II、由厚度为40cm且粒径为20~30mm鹅卵石构成的滤料层III、由厚度为40cm且粒径为30~50mm鹅卵石构成的滤料层IV,其底部设有由厚度为30mm且粒径为50~70mm鹅卵石构成的承托层I;所述输水管道II上沿水流方向依次设有阀门V、水龙头II;所述滤料层IV与所述承托层I之间设有穿孔布水器,该穿孔布水器与所述输水管道I相连;所述承托层I底部设有带阀门IV的放空管I。The upper part of the coarse filter tank is provided with a water delivery pipeline II connected to the biological slow filter tank, and its interior is sequentially provided with a filter material layer I composed of pebbles with a thickness of 30 cm and a particle size of 5 to 10 mm from top to bottom. , The filter layer II is composed of pebbles with a thickness of 30cm and a particle size of 10-20mm; the filter layer III is composed of pebbles with a thickness of 40cm and a particle size of 20-30mm; The filter material layer IV composed of pebbles is provided with a support layer I composed of pebbles with a thickness of 30mm and a particle size of 50-70mm at the bottom; a valve V and a faucet II are sequentially provided on the water delivery pipeline II along the direction of water flow; A perforated water distributor is provided between the filter material layer IV and the supporting layer I, and the perforated water distributor is connected to the water delivery pipeline I; the bottom of the supporting layer I is provided with a discharge valve with a valve IV Empty Tube I.

所述生物慢滤池的上部设有溢流管,其内部自上而下依次设有由厚度为1000mm且粒径为0.25~0.5mm石英砂构成的滤料层V、由四层砾石构成的承托层II;所述滤料层V顶部设有配水花盘,该配水花盘通过管道与所述输水管道II相连;所述承托层II底部设有穿孔管集水器,该穿孔管集水器通过输水管道III与所述回流管相连;所述输水管道III上设有带阀门VI的放空管II。The upper part of the biological slow filter is provided with an overflow pipe, and its interior is sequentially provided with a filter material layer V composed of quartz sand with a thickness of 1000 mm and a particle size of 0.25 to 0.5 mm, and a layer V composed of four layers of gravel from top to bottom. Supporting layer II; the top of the filter material layer V is provided with a water distribution flower plate, which is connected to the water delivery pipeline II through a pipeline; the bottom of the supporting layer II is provided with a perforated pipe water collector, and the perforated pipe collects The water device is connected to the return pipe through the water delivery pipeline III; the water delivery pipeline III is provided with a vent pipe II with a valve VI.

所述承托层II从上至下依次为粒径1~2mm且厚度为50mm的砾石、粒径2~4mm且厚度50mm的砾石、粒径4~8mm且厚度100mm的砾石、粒径8~16mm且厚度100mm的砾石。The supporting layer II is, from top to bottom, gravels with a particle size of 1-2 mm and a thickness of 50 mm, gravels with a particle size of 2-4 mm and a thickness of 50 mm, gravels with a particle size of 4-8 mm and a thickness of 100 mm, and gravels with a particle size of 8-4 mm. 16mm gravel with a thickness of 100mm.

本发明与现有技术相比具有以下优点:Compared with the prior art, the present invention has the following advantages:

1、由于本发明中设有串联在一起的粗滤池、生物慢滤池,因此,可通过几种滤料的优化组合,扬长避短,使其对窖水污染物有很好的去处效果。1. Since the present invention is provided with a coarse filter tank and a biological slow filter tank connected in series, the optimized combination of several filter materials can maximize the advantages and avoid the disadvantages, so that it has a good removal effect on cellar water pollutants.

2、由于本发明采用粗滤技术,因此,可有效去除窖水中的大颗粒悬浮物质、大量的浊质颗粒。经过粗滤池的的过滤作用,窖水中的大颗粒悬浮物质、大量的浊质颗粒可大幅降低,极大地扩展了慢滤技术的处理范围,克服了生物慢滤技术不能处理高浊度水的弊端,避免了生物慢滤池的堵塞。粗滤池滤料颗粒表面亦能部分形成生物粘膜,一定程度上可吸附降解集雨窖水中的有机物、总氮、重金属等污染物,降低了生物慢滤池的污染负荷,为生物慢滤池进一步处理创造了条件。2. Since the present invention adopts the coarse filtration technology, it can effectively remove large suspended matter and a large amount of turbid particles in the cellar water. After the filtration of the coarse filter, the large suspended matter and a large number of turbid particles in the cellar water can be greatly reduced, which greatly expands the treatment range of the slow filtration technology and overcomes the problem that the biological slow filtration technology cannot handle high turbidity water. Disadvantages, avoiding the clogging of the biological slow filter. The surface of the filter material particles in the coarse filter can also partially form a biological mucous membrane, which can absorb and degrade organic matter, total nitrogen, heavy metals and other pollutants in the rain cellar water to a certain extent, and reduce the pollution load of the biological slow filter. Conditions are created for further processing.

3、本发明采用生物慢滤技术,水中可生物降解有机物通过粘附于石英砂上的生物膜进行处理减少了吸附负荷。在生物慢滤池中,水中的细菌粘附在石英砂表面生长、繁殖,经过半月至一月,在滤料层表面会形成一薄层含有多种微生物及藻类的生物粘膜,供水水箱中的水通过石英砂和微生物粘膜的过滤,可以截留水中所有悬浮杂质,使水中的浊度、色度、微生物、有机物、总氮、重金属等集雨窖水中的污染物去除,出水水质满足国家农村饮水水质安全标准。3. The present invention adopts the biological slow filtration technology, and the biodegradable organic matter in water is treated through the biofilm adhered to the quartz sand to reduce the adsorption load. In the biological slow filter, the bacteria in the water adhere to the surface of the quartz sand to grow and multiply. After half a month to one month, a thin layer of biological mucous film containing various microorganisms and algae will be formed on the surface of the filter material layer. The water is filtered through the quartz sand and microbial mucous membrane, which can intercept all suspended impurities in the water, and remove pollutants such as turbidity, chromaticity, microorganisms, organic matter, total nitrogen, and heavy metals in the rain cellar water, and the quality of the effluent water meets the national rural drinking water requirements. Water quality safety standards.

4、经实际测试,采用本发明后集雨窖水中的细菌、大肠杆菌、色度、浊度、重金属、有机物等得到有效去除,所处理的水质达到国家饮用水标准。以甘肃省庆阳市西峰区温泉乡一处水窖水处理为例,细菌总数为980CFU/ml、总大肠杆菌群为1000MPN/100ml、色度为5度、浊度为15NTU、重金属六价铬为0.07mg/L、高锰酸钾指数为4.5mg/L、氨氮为0.67mg/L,采用本发明处理后,细菌总数为80CFU/ml、总大肠杆菌群为0MPN/100ml、色度为0度、浊度为0.8NTU、重金属六价铬为0.03mg/L、高锰酸钾指数为2.3mg/L,处理水质达到GB5749-2006《生活饮用水卫生标准》。4. According to the actual test, bacteria, Escherichia coli, chroma, turbidity, heavy metals, organic matter, etc. in the rain-collecting cellar water of the present invention are effectively removed, and the treated water quality meets the national drinking water standard. Taking the water treatment of a water cellar in Wenquan Township, Xifeng District, Qingyang City, Gansu Province as an example, the total number of bacteria is 980CFU/ml, the total coliform group is 1000MPN/100ml, the color is 5 degrees, the turbidity is 15NTU, and the heavy metal hexavalent chromium is 0.07mg/L, potassium permanganate index is 4.5mg/L, and ammonia nitrogen is 0.67mg/L. After the treatment of the present invention, the total number of bacteria is 80CFU/ml, the total coliform group is 0MPN/100ml, and the chroma is 0 Turbidity and turbidity are 0.8NTU, heavy metal hexavalent chromium is 0.03mg/L, potassium permanganate index is 2.3mg/L, and the treated water quality meets GB5749-2006 "Hygienic Standard for Drinking Water".

5、本发明造价低廉,滤料、承托层等材料可以就地取材;并且处理过程生态环保,无须添加任何水处理药剂,无须对处理水进行消毒处理。5. The cost of the present invention is low, and materials such as filter material and supporting layer can be obtained locally; and the treatment process is ecological and environmentally friendly, without adding any water treatment chemicals, and without disinfecting the treated water.

6、本发明操作、维护简单,只需每半年至一年对粗滤池经放空管放空进行冲洗,每半年至一年刮去生物慢滤池表面2cm的滤料即可。6. The invention is easy to operate and maintain. It only needs to flush the coarse filter through the vent pipe every six months to one year, and scrape off 2 cm of filter material on the surface of the biological slow filter every six months to one year.

附图说明 Description of drawings

下面结合附图对本发明的具体实施方式作进一步详细的说明。The specific implementation manners of the present invention will be further described in detail below in conjunction with the accompanying drawings.

图1为本发明的结构示意图。Fig. 1 is a structural schematic diagram of the present invention.

图中:1-供水水箱  2-粗滤池  3-生物慢滤池  4-清水池5-阀门I  6-供水水泵  7-阀门II  8-流量计  9-输水管道I10-滤料层I  11-滤料层II  12-阀门III  13-水龙头I  14-穿孔布水器15-阀门IV  16-放空管I  17-承托层I  18-滤料层III  19-滤料层IV20-输水管道II  21-阀门V  22-水龙头II  23-管道24-配水花盘25-溢流管  26-滤料层V  27-承托层II  28-穿孔管集水器29-输水管道III  30-阀门VI  31-阀门VII  32-放空管II  33-回流管。In the figure: 1-water supply tank 2-coarse filter tank 3-biological slow filter tank 4-clean water tank 5-valve I 6-water supply pump 7-valve II 8-flow meter 9-water pipeline I10-filter material layer I 11 -Filter material layer II 12-Valve III 13-Faucet I 14-Perforated water distributor 15-Valve IV 16-Empty pipe I 17-Supporting layer I 18-Filter material layer III 19-Filter material layer IV20-Water delivery Pipe II 21-Valve V 22-Faucet II 23-Pipeline 24-Water distribution plate 25-Overflow pipe 26-Filter material layer V 27-Supporting layer II 28-Perforated pipe water collector 29-Water delivery pipe III 30-Valve VI 31-valve VII 32-vent tube II 33-return tube.

具体实施方式 Detailed ways

如图1所示,一种带生物慢滤池的集雨窖水水质净化装置,包括串联在一起的供水水箱1、粗滤池2、生物慢滤池3和清水池4。供水水箱1和生物慢滤池3均分别与粗滤池2、清水池4相连。As shown in FIG. 1 , a rain cellar water purification device with a biological slow filter includes a water supply tank 1 , a coarse filter 2 , a biological slow filter 3 and a clean water tank 4 connected in series. The water supply tank 1 and the biological slow filter tank 3 are connected to the coarse filter tank 2 and the clean water tank 4 respectively.

其中:供水水箱1的底部通过回流管33与清水池4相连,且其内设有供水水泵6,该供水水泵6通过输水管道I 9与粗滤池2相连。回流管33的一端设有阀门I 5,其另一端设有阀门VII 31;输水管道I 9上沿水流方向依次设有阀门II 7、流量计8、阀门III 12、水龙头I 13。Wherein: the bottom of the water supply tank 1 links to each other with the clear water pool 4 by the return pipe 33, and is provided with the water supply pump 6 in it, and this water supply pump 6 links to each other with the coarse filter tank 2 by the water delivery pipeline 19. One end of the return pipe 33 is provided with a valve I 5, and the other end is provided with a valve VII 31; the water pipeline I 9 is provided with a valve II 7, a flow meter 8, a valve III 12, and a faucet I 13 in sequence along the direction of water flow.

粗滤池2的上部设有与生物慢滤池3相连的输水管道II 20,其内部自上而下依次设有由厚度为30cm且粒径为5~10mm鹅卵石构成的滤料层I 10、由厚度为30cm且粒径为10~20mm鹅卵石构成的滤料层II 11、由厚度为40cm且粒径为20~30mm鹅卵石构成的滤料层III 18、由厚度为40cm且粒径为30~50mm鹅卵石构成的滤料层IV 19,其底部设有由厚度为30mm且粒径为50~70mm鹅卵石构成的承托层I 17。输水管道II 20上沿水流方向依次设有阀门V 21、水龙头II 22;滤料层IV 19与承托层I 17之间设有穿孔布水器14,该穿孔布水器14与输水管道I 9相连;承托层I 17底部设有带阀门IV 15的放空管I 16。The upper part of the coarse filter 2 is provided with a water delivery pipeline II 20 connected to the biological slow filter 3, and its interior is successively provided with a filter material layer I 10 composed of pebbles with a thickness of 30 cm and a particle size of 5 to 10 mm from top to bottom. , The filter material layer II 11 is composed of pebbles with a thickness of 30cm and a particle size of 10-20mm. The filter layer III is composed of pebbles with a thickness of 40cm and a particle size of 20-30mm. 18. The thickness is 40cm and the particle size is 30mm. The filter material layer IV 19 composed of ~50mm pebbles is provided with a support layer I17 composed of pebbles with a thickness of 30mm and a particle size of 50 ~ 70mm at the bottom. The water delivery pipeline II 20 is provided with a valve V 21 and a faucet II 22 sequentially along the water flow direction; a perforated water distributor 14 is arranged between the filter material layer IV 19 and the supporting layer I 17, and the perforated water distributor 14 is connected with the water delivery The pipeline I 9 is connected; the bottom of the supporting layer I 17 is provided with a vent pipe I 16 with a valve IV 15.

生物慢滤池3的上部设有溢流管25,其内部自上而下依次设有由厚度为1000mm且粒径为0.25~0.5mm石英砂构成的滤料层V 26、由四层砾石构成的承托层II 27;承托层II 27从上至下依次为粒径1~2mm且厚度为50mm的砾石、粒径2~4mm且厚度50mm的砾石、粒径4~8mm且厚度100mm的砾石、粒径8~16mm且厚度100mm的砾石。滤料层V 26顶部设有配水花盘24,该配水花盘24通过管道23与输水管道II 20相连;承托层II 27底部设有穿孔管集水器28,该穿孔管集水器28通过输水管道III 29与回流管33相连;输水管道III 29上设有带阀门VI 30的放空管II 32。The upper part of the biological slow filter 3 is provided with an overflow pipe 25, and its inside is successively provided with a filter material layer V 26 composed of quartz sand with a thickness of 1000 mm and a particle size of 0.25 to 0.5 mm, consisting of four layers of gravel. Supporting layer II 27; the supporting layer II 27 from top to bottom is gravel with a particle size of 1 to 2 mm and a thickness of 50 mm, gravel with a particle size of 2 to 4 mm and a thickness of 50 mm, and gravel with a particle size of 4 to 8 mm and a thickness of 100 mm. Gravel, gravel with a particle size of 8 to 16 mm and a thickness of 100 mm. The top of the filter material layer V 26 is provided with a water distribution faceplate 24, which is connected to the water delivery pipeline II 20 through a pipeline 23; The water delivery pipeline III 29 is connected with the return pipe 33; the water delivery pipeline III 29 is provided with a vent pipe II 32 with a valve VI 30.

Claims (5)

1.一种带生物慢滤池的集雨窖水水质净化装置,其特征在于:该装置包括串联在一起的供水水箱(1)、粗滤池(2)、生物慢滤池(3)和清水池(4);所述供水水箱(1)和所述生物慢滤池(3)均分别与所述粗滤池(2)、清水池(4)相连。1. A rain cellar water purification device with a biological slow filter, characterized in that: the device includes a water supply tank (1), a coarse filter (2), a biological slow filter (3) and A clear water pool (4); the water supply tank (1) and the biological slow filter (3) are respectively connected to the coarse filter (2) and the clear water pool (4). 2.如权利要求1所述的一种带生物慢滤池的集雨窖水水质净化装置,其特征在于:所述供水水箱(1)的底部通过回流管(33)与所述清水池(4)相连,且其内设有供水水泵(6),该供水水泵(6)通过输水管道I(9)与所述粗滤池(2)相连;所述回流管(33)的一端设有阀门I(5),其另一端设有阀门VII(31);所述输水管道I(9)上沿水流方向依次设有阀门II(7)、流量计(8)、阀门III(12)、水龙头I(13)。2. A kind of rain cellar water purification device with biological slow filter as claimed in claim 1, characterized in that: the bottom of the water supply tank (1) is connected to the clear water pool ( 4) is connected, and is provided with water supply water pump (6) in it, and this water supply water pump (6) links to each other with described coarse filter tank (2) through water delivery pipeline I (9); One end of described return pipe (33) is provided with There is a valve I (5), the other end of which is provided with a valve VII (31); the water delivery pipeline I (9) is sequentially provided with a valve II (7), a flow meter (8), a valve III (12 ), water tap 1 (13). 3.如权利要求1所述的一种带生物慢滤池的集雨窖水水质净化装置,其特征在于:所述粗滤池(2)的上部设有与所述生物慢滤池(3)相连的输水管道II(20),其内部自上而下依次设有由厚度为30cm且粒径为5~10mm鹅卵石构成的滤料层I(10)、由厚度为30cm且粒径为10~20mm鹅卵石构成的滤料层II(11)、由厚度为40cm且粒径为20~30mm鹅卵石构成的滤料层III(18)、由厚度为40cm且粒径为30~50mm鹅卵石构成的滤料层IV(19),其底部设有由厚度为30mm且粒径为50~70mm鹅卵石构成的承托层I(17);所述输水管道II(20)上沿水流方向依次设有阀门V(21)、水龙头II(22);所述滤料层IV(19)与所述承托层I(17)之间设有穿孔布水器(14),该穿孔布水器(14)与所述输水管道I(9)相连;所述承托层I(17)底部设有带阀门IV(15)的放空管I(16)。3. A kind of rain cellar water purification device with biological slow filter as claimed in claim 1, characterized in that: the top of the coarse filter (2) is provided with the biological slow filter (3) ) connected to the water delivery pipeline II (20), which is provided with a filter material layer I (10) consisting of pebbles with a thickness of 30 cm and a particle size of 5-10 mm from top to bottom, and a filter material layer I (10) with a thickness of 30 cm and a particle size of The filter layer II (11) composed of 10-20mm pebbles, the filter layer III (18) composed of 40cm thick and 20-30mm pebbles, the filter layer III (18) composed of 40cm thick and 30-50mm pebbles Filter material layer IV (19), the bottom of which is provided with a supporting layer I (17) made of pebbles with a thickness of 30 mm and a particle size of 50 to 70 mm; Valve V (21), faucet II (22); a perforated water distributor (14) is provided between the filter material layer IV (19) and the supporting layer I (17), and the perforated water distributor (14 ) is connected to the water pipeline I (9); the bottom of the supporting layer I (17) is provided with a vent pipe I (16) with a valve IV (15). 4.如权利要求1所述的一种带生物慢滤池的集雨窖水水质净化装置,其特征在于:所述生物慢滤池(3)的上部设有溢流管(25),其内部自上而下依次设有由厚度为1000mm且粒径为0.25~0.5mm石英砂构成的滤料层V(26)、由四层砾石构成的承托层II(27);所述滤料层V(26)顶部设有配水花盘(24),该配水花盘(24)通过管道(23)与所述输水管道II(20)相连;所述承托层II(27)底部设有穿孔管集水器(28),该穿孔管集水器(28)通过输水管道III(29)与所述回流管(33)相连;所述输水管道III(29)上设有带阀门VI(30)的放空管II(32)。4. a kind of rain cellar water purification device with biological slow filter tank as claimed in claim 1, is characterized in that: the top of described biological slow filter tank (3) is provided with overflow pipe (25), and its The interior is provided with a filter material layer V (26) composed of quartz sand with a thickness of 1000 mm and a particle size of 0.25 to 0.5 mm, and a supporting layer II (27) composed of four layers of gravel from top to bottom; the filter material The top of the layer V (26) is provided with a water distribution flower plate (24), which is connected to the water delivery pipeline II (20) through a pipeline (23); the bottom of the supporting layer II (27) is provided with a perforated Pipe water collector (28), the perforated pipe water collector (28) is connected with the return pipe (33) through the water delivery pipeline III (29); the water delivery pipeline III (29) is provided with a valve VI (30) vent pipe II (32). 5.如权利要求4所述的一种带生物慢滤池的集雨窖水水质净化装置,其特征在于:所述承托层II(27)从上至下依次为粒径1~2mm且厚度为50mm的砾石、粒径2~4mm且厚度50mm的砾石、粒径4~8mm且厚度100mm的砾石、粒径8~16mm且厚度100mm的砾石。5. A kind of rain cellar water purification device with a biological slow filter as claimed in claim 4, characterized in that: the supporting layer II (27) has a particle diameter of 1 to 2 mm from top to bottom and Gravel with a thickness of 50 mm, gravel with a particle size of 2 to 4 mm and a thickness of 50 mm, gravel with a particle size of 4 to 8 mm and a thickness of 100 mm, and gravel with a particle size of 8 to 16 mm and a thickness of 100 mm.
CN2011100506236A 2011-02-25 2011-02-25 Water quality purification device for rainwater collection pit water with biological slow filter basin Pending CN102649614A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104944688A (en) * 2015-06-01 2015-09-30 贵州师范大学 Automatic rain collecting and purifying system
CN108773897A (en) * 2018-05-31 2018-11-09 中国地质科学院水文地质环境地质研究所 Single apartment type set roof rainwater initial rainwater discharge and purification of water quality child care integrated device
CN110078309A (en) * 2019-05-24 2019-08-02 湖北省水利水电规划勘测设计院 A kind of ecological environment-friendly type single household water treatment facilities
CN112875989A (en) * 2021-01-21 2021-06-01 贵州师范大学 Drinking water purification device convenient to karst mountain area dispersion peasant household uses

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2162448C1 (en) * 2000-07-21 2001-01-27 Общество с ограниченной ответственностью "БАРЕНЦ-ФИШ" Modular device of water purification
CN2464711Y (en) * 2001-01-17 2001-12-12 张勇 Freshwater circulation use device
CN201176411Y (en) * 2008-02-20 2009-01-07 中国水利水电科学研究院 A rainwater collection and storage biological slow filter device
CN201524462U (en) * 2009-06-30 2010-07-14 武汉胜发机电研究所 Urban area rainwater treatment device
CN202046965U (en) * 2011-02-25 2011-11-23 兰州交通大学 Rainwater collection cellar water purification device with slow biological filter

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2162448C1 (en) * 2000-07-21 2001-01-27 Общество с ограниченной ответственностью "БАРЕНЦ-ФИШ" Modular device of water purification
CN2464711Y (en) * 2001-01-17 2001-12-12 张勇 Freshwater circulation use device
CN201176411Y (en) * 2008-02-20 2009-01-07 中国水利水电科学研究院 A rainwater collection and storage biological slow filter device
CN201524462U (en) * 2009-06-30 2010-07-14 武汉胜发机电研究所 Urban area rainwater treatment device
CN202046965U (en) * 2011-02-25 2011-11-23 兰州交通大学 Rainwater collection cellar water purification device with slow biological filter

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104944688A (en) * 2015-06-01 2015-09-30 贵州师范大学 Automatic rain collecting and purifying system
CN108773897A (en) * 2018-05-31 2018-11-09 中国地质科学院水文地质环境地质研究所 Single apartment type set roof rainwater initial rainwater discharge and purification of water quality child care integrated device
CN110078309A (en) * 2019-05-24 2019-08-02 湖北省水利水电规划勘测设计院 A kind of ecological environment-friendly type single household water treatment facilities
CN112875989A (en) * 2021-01-21 2021-06-01 贵州师范大学 Drinking water purification device convenient to karst mountain area dispersion peasant household uses

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Application publication date: 20120829