CN205635077U - Artificial ecological purifier - Google Patents

Artificial ecological purifier Download PDF

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CN205635077U
CN205635077U CN201620385896.4U CN201620385896U CN205635077U CN 205635077 U CN205635077 U CN 205635077U CN 201620385896 U CN201620385896 U CN 201620385896U CN 205635077 U CN205635077 U CN 205635077U
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water
water distribution
biological filter
ecological
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冯晓静
洪卫
郭少华
徐化强
郭传杰
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Shandong Academy of Environmental Science
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Abstract

本实用新型提供一种人造生态净水装置,结构包括生态水池,生态水池的池底从下到上依次设置有布水层一、布水层二、生物滤层一、生物滤层二以及上浮水层,并在出水端设置粗砂滤水区。所述生态水池的池壁具有防渗功能,所述布水层一由粒径为30~40mm的砾石组成,布水层中埋设有多根布水管,各布水管的侧壁均匀设置有布水孔。本实用新型与现有技术相比,具有以下特点:本实用新型能够为微生物提供良好的载体、为污水渗流提供良好的水力条件、形成良好的微生态环境、处理污水的效率高、景观效果好及运行管理方便等优点。

The utility model provides an artificial ecological water purification device, which comprises an ecological pool. The bottom of the ecological pool is sequentially provided with a water distribution layer 1, a water distribution layer 2, a biological filter layer 1, a biological filter layer 2 and an upper floating filter layer. water layer, and a coarse sand filter area is set at the water outlet. The pool wall of the ecological pool has an anti-seepage function. The water distribution layer 1 is composed of gravels with a particle size of 30-40 mm. A plurality of water distribution pipes are buried in the water distribution layer. The side walls of each water distribution pipe are evenly equipped with cloth water hole. Compared with the prior art, the utility model has the following characteristics: the utility model can provide good carriers for microorganisms, provide good hydraulic conditions for sewage seepage, form a good micro-ecological environment, have high sewage treatment efficiency, and have good landscape effects And the advantages of convenient operation and management.

Description

一种人造生态净水装置An artificial ecological water purification device

技术领域 technical field

本实用新型涉及一种净水装置,尤其是净化效率高的一种人造生态净水装置。 The utility model relates to a water purification device, in particular to an artificial ecological water purification device with high purification efficiency.

背景技术 Background technique

常见的人造生态净水装置:人工湿地,是利用自然系统中的物理、化学和生物三重协同作用来实现污水的净化。其作用机理包括吸附、滞留、过滤、氧化还原、沉淀、微生物降解、植物遮蔽、残留物积累、蒸腾水分和养分吸收及各类动物的作用。目前,人工湿地的结构按水体流经方式主要分为潜流(包括水平流和垂直流)人工湿地和表面流人工湿地。这样的人工湿地存在如下亟待解决的问题:一、由于潜流湿地滤料设置简单、布水不均导致处理负荷低;二、潜流人工湿地前端进水端因难以降解的大分子有机物和悬浮物长时间积累而堵塞,降低了湿地的运行稳定性和使用寿命;三、湿地的植物对磷的吸收能力较低,总磷的去除效果不理想;四、冬季低温运行处理效果差;五、湿地一般都比较浅,占地面积较大。当潜流湿地应用于小区污水净化或深度净化时,由于小区内空地小、水质要求高(出水常用于景观回用),这些不利影响更为显著,往往导致景观用水周期性地出现富营养化现象,水质澄清度降低等缺陷。 Common artificial ecological water purification devices: artificial wetlands use the triple synergy of physics, chemistry and biology in the natural system to purify sewage. Its mechanism of action includes adsorption, retention, filtration, redox, precipitation, microbial degradation, plant shading, residue accumulation, transpiration of water and nutrient absorption, and the action of various animals. At present, the structure of constructed wetlands is mainly divided into subsurface flow (including horizontal flow and vertical flow) constructed wetlands and surface flow constructed wetlands according to the way water flows. Such constructed wetlands have the following problems to be solved urgently: 1. The treatment load is low due to the simple setting of filter materials in subsurface flow wetlands and uneven water distribution; Time accumulation leads to blockage, which reduces the operational stability and service life of wetlands; 3. Plants in wetlands have a low ability to absorb phosphorus, and the removal effect of total phosphorus is not ideal; 4. The treatment effect of low temperature operation in winter is poor; 5. Wetlands are generally They are relatively shallow and occupy a large area. When the subsurface flow wetland is used for sewage purification or deep purification in the community, these adverse effects are more significant due to the small open space in the community and high water quality requirements (the effluent is often used for landscape reuse), which often leads to periodic eutrophication of landscape water , Defects such as reduced water clarity.

发明内容 Contents of the invention

本实用新型的技术任务是针对以上不足之处,提供净化效率高、微生态系统良好的一种人造生态净水装置。 The technical task of the utility model is to provide an artificial ecological water purification device with high purification efficiency and good micro-ecological system aiming at the above deficiencies.

本实用新型解决其技术问题所采用的技术方案是:生态水池的池底从下到上依次设置有布水层一、布水层二、生物滤层一、生物滤层二以及上浮水层,并在生态水池的出水端设置粗砂滤水区;布水层一设置粒径为30~40mm的砾石,布水层一中埋设有多根布水管,各布水管的侧壁均匀设置有复数布水孔;布水层二设置粒径为15~30mm的砾石;生物滤层一设置粒径为6~10mm的砾石;生物滤层二设置粒径为3~6mm的粗砂;上浮水层局部或全水面设有植物固定网,粗砂滤水区设置3~6mm的沸石填料层。 The technical solution adopted by the utility model to solve the technical problem is: the bottom of the ecological pool is provided with a water distribution layer one, a water distribution layer two, a biological filter layer one, a biological filter layer two and an upper floating water layer in sequence from bottom to top, A coarse sand filter area is set at the water outlet of the ecological pool; gravel with a particle size of 30-40mm is set in the first water distribution layer, and a plurality of water distribution pipes are buried in the first water distribution layer, and the side walls of each water distribution pipe are uniformly provided with plural Water distribution holes; gravel with a particle size of 15-30mm is set in the second water distribution layer; gravel with a particle size of 6-10mm is set in the first biological filter layer; coarse sand with a particle size of 3-6mm is set in the second biological filter layer; the floating water layer Partial or full water surface is provided with plant fixed net, and the coarse sand filter area is provided with 3~6mm zeolite filler layer.

所述布水层一的厚度为20~30cm,所述布水层二的厚度为15~20cm,所述生物滤层一的厚度为80~100cm,所述生物滤层二的厚度为50~60cm,所述上浮水层的厚度为50~70cm,所述粗砂滤水区的厚度为100~120cm。 The thickness of the first water distribution layer is 20~30cm, the thickness of the second water distribution layer is 15~20cm, the thickness of the first biological filter layer is 80~100cm, and the thickness of the second biological filter layer is 50~20cm. 60cm, the thickness of the floating water layer is 50-70cm, and the thickness of the coarse sand filter area is 100-120cm.

所述生物滤层二上栽种浮叶植物、沉水植物;所述植物固定网上栽种挺水植物。 Floating leaf plants and submerged plants are planted on the second biological filter layer; emergent plants are planted on the plant fixing net.

所述布水管上设置的布水孔直径5~7mm。 The diameter of the water distribution hole set on the water distribution pipe is 5-7mm.

本实用新型与现有技术相比,具有以下特点:一、通过对各填料层厚度和砂砾粒径的筛选以及合理的布水形式,解决了现有的人工湿地处理效率低、净水效果不稳定的确定;克服了因填料选配粒径不合理、填料结构布置不合理、管道开孔方式不合理等导致的系统堵塞问题,降低了滤层和管道堵塞的几率。二、本实用新型是结合生物滤池和表流人工湿地技术的优点,发明的一种人造生态净水装置,污水自下而上,首先垂直渗滤过生物滤层一和生物滤层二,通过滤层中滤料附着微生物及植物根系对污染物的高效降解作用,能够去除水中大部分的COD、氨氮、总磷等污染物;再通过上浮水层植物的深度净化功能,提高出水水质,提升景观效果;最后出水经粗砂滤水区进一步截留吸附废水中的SS和总磷,确保净水效果。三、本实用新型通过生物滤层一和生物滤层二中的植物根系能够降解、吸收滤层中产生的生物膜,延缓滤层的冲洗时间,便于日常的维护与管理;当生物滤层附着物较多,滤层透水性降低时,只要将与布水管联通的反冲洗排水管的排水闸阀打开,通过快速放水冲洗就能将滤料附着物冲刷掉,重新恢复滤层的透水性。四、通过上浮水层放养的观赏鱼类能够与装置内的植物、微生物通过食物链形成良好的微生态环境。 Compared with the prior art, the utility model has the following characteristics: 1. Through the screening of the thickness of each filler layer and the particle size of the gravel and the reasonable water distribution form, the low treatment efficiency and poor water purification effect of the existing artificial wetland are solved. Stable determination; overcame the problem of system clogging caused by unreasonable particle size selection of filler, unreasonable packing structure layout, unreasonable pipe opening method, etc., and reduced the probability of filter layer and pipeline clogging. 2. The utility model is an artificial ecological water purification device invented by combining the advantages of biological filter and surface flow artificial wetland technology. The sewage is vertically percolated through the first biological filter layer and the second biological filter layer. Through the efficient degradation of pollutants by the microorganisms attached to the filter material and plant roots in the filter layer, most of the pollutants such as COD, ammonia nitrogen, and total phosphorus in the water can be removed; and then through the deep purification function of the plants in the floating water layer, the quality of the effluent water can be improved. Improve the landscape effect; the final effluent passes through the coarse sand filter area to further intercept and absorb SS and total phosphorus in the wastewater to ensure the water purification effect. 3. The utility model can degrade and absorb the biofilm produced in the filter layer through the plant roots in the first biological filter layer and the second biological filter layer, delay the washing time of the filter layer, and facilitate daily maintenance and management; when the biological filter layer is attached When there are many deposits and the water permeability of the filter layer decreases, as long as the drainage gate valve of the backwash drain pipe connected to the water distribution pipe is opened, the filter material attachment can be washed away by rapid water flushing, and the water permeability of the filter layer can be restored. 4. The ornamental fish stocked through the floating water layer can form a good micro-ecological environment with the plants and microorganisms in the device through the food chain.

总之,本实用新型综合了生物滤池和表面流湿地的优点,采用砾石和粗砂构成基质层,能够为微生物提供良好的载体,为污水渗流提供良好的水力条件,提供水生植物生长所需的基质,处理污水的效率高,景观效果好,运行管理方便。 In a word, the utility model combines the advantages of biological filter and surface flow wetland, and uses gravel and coarse sand to form the matrix layer, which can provide a good carrier for microorganisms, provide good hydraulic conditions for sewage seepage, and provide the necessary water for the growth of aquatic plants. Substrate, high efficiency of sewage treatment, good landscape effect, convenient operation and management.

附图说明 Description of drawings

下面参照附图结合实施例对本实用新型作进一步的说明。 The utility model will be further described below in conjunction with the embodiments with reference to the accompanying drawings.

图1 为一种人造生态净水装置的截面结构示意图。 Fig. 1 is a schematic cross-sectional structure diagram of an artificial ecological water purification device.

图中:1、布水层一; 2、布水层二;3、生物滤层一;4、生物滤层二;5、上浮水层;6、粗砂滤水区;7、植物固定网;8、布水管; 9、进水管;10、反冲洗排水管;11、挺水植物;12、浮叶植物;13、沉水植物;14、排水管;15、生态水池。 In the figure: 1. Water distribution layer 1; 2. Water distribution layer 2; 3. Biological filter layer 1; 4. Biological filter layer 2; 5. Upper floating water layer; 6. Coarse sand filter area; ; 8. Water distribution pipe; 9. Water inlet pipe; 10. Backwash drain pipe; 11. Emergent plants; 12. Floating leaf plants; 13. Submerged plants; 14. Drainage pipe; 15. Ecological pool.

具体实施方式 detailed description

参照说明书附图对本实用新型的一种人造生态净水装置作以下详细地说明。 A kind of artificial ecological water purification device of the present utility model is described in detail below with reference to accompanying drawing of description.

本实用新型的一种人造生态净水装置,结构包括生态水池15的池底从下到上依次设置有布水层一1、布水层二2、生物滤层一3、生物滤层二4以及上浮水层5,并在生态水池15的出水端设置粗砂滤水区6;所述人造生态净水装置的池壁具有防渗功能。布水层一1设置粒径为30~40mm的砾石,布水层一1中埋设有多根布水管8,各布水管8的侧壁均匀设置有复数布水孔;布水层二2设置粒径为15~30mm的砾石;生物滤层一3设置粒径为6~10mm的砾石;生物滤层二4设置粒径为3~6mm的粗砂;上浮水层5局部或全水面设有植物固定网7,粗砂滤水区6设置3~6mm的沸石填料层。 A kind of artificial ecological water purification device of the present utility model, the structure comprises that the bottom of the ecological pool 15 is sequentially provided with a water distribution layer 1, a water distribution layer 2, a biological filter layer 3, and a biological filter layer 2 4. And the upper floating water layer 5, and the coarse sand filter area 6 is set at the water outlet end of the ecological pool 15; the pool wall of the artificial ecological water purification device has an anti-seepage function. The water distribution layer 1 is provided with gravel with a particle size of 30-40mm, and a plurality of water distribution pipes 8 are buried in the water distribution layer 1, and the side walls of each water distribution pipe 8 are uniformly provided with multiple water distribution holes; the water distribution layer 2 2 is set Gravel with a particle size of 15~30mm; biofilter layer 13 is set with gravel with a particle size of 6~10mm; biofilter layer 24 is set with coarse sand with a particle size of 3~6mm; The plant fixed net 7 and the coarse sand filter area 6 are provided with a 3-6mm zeolite filler layer.

所述布水层一1的厚度为20~30cm,所述布水层二2的厚度为15~20cm,所述生物滤层一3的厚度为80~100cm,所述生物滤层二4的厚度为50~60cm,所述上浮水层5的厚度为50~70cm,所述粗砂滤水区6的厚度为100~120cm。 The thickness of the first water distribution layer 1 is 20-30cm, the thickness of the second water distribution layer 2 is 15-20cm, the thickness of the biological filter layer-3 is 80-100cm, and the thickness of the second biological filter layer 4 The thickness is 50-60 cm, the thickness of the floating water layer 5 is 50-70 cm, and the thickness of the coarse sand filter area 6 is 100-120 cm.

所述生物滤层二4上栽种浮叶植物12、沉水植物13;所述植物固定网7上结合景观效果栽种多种挺水植物11。 Floating leaf plants 12 and submerged plants 13 are planted on the biological filter layer 2 4; various emergent plants 11 are planted on the fixed plant net 7 in combination with landscape effects.

所述布水管上设置的布水孔直径5~7mm。 The diameter of the water distribution hole set on the water distribution pipe is 5-7mm.

本实用新型的各填料层具有以下功能:通过布水层一1中的布水管8将污水均匀分布在布水层一1和布水层二2中,布水层二2用于防止上层生物滤层一3和生物滤层二4中的砾石和粗砂混入下面的布水层一1;生物滤层一3和生物滤层二4而用于吸附、生物降解和过滤污水中的污染物;上浮水层5栽种的水生植物:挺水植物11、浮叶植物12和沉水植物13能进一步降解污水中的污染物和生物滤层的代谢产物,并通过水生植物根系的固着作用避免粒径较小的过滤层被污水直接冲刷而影响过滤效果;粗砂滤水区6用于截留吸附废水中残余的SS和总磷。 Each packing layer of the utility model has the following functions: through the water distribution pipe 8 in the water distribution layer 1, the sewage is evenly distributed in the water distribution layer 1 and the water distribution layer 2, and the water distribution layer 2 is used to prevent the upper biological filtration The gravel and coarse sand in layer one 3 and biological filter layer two 4 are mixed into the lower water distribution layer one 1; biological filter layer one 3 and biological filter layer two 4 are used for adsorption, biodegradation and filtration of pollutants in sewage; Aquatic plants planted in the upper floating water layer 5: emergent plants 11, floating leaf plants 12 and submerged plants 13 can further degrade the pollutants in the sewage and the metabolites of the biological filter layer, and avoid particle diameters through the fixation of the roots of the aquatic plants. The smaller filter layer is directly washed by the sewage to affect the filtering effect; the coarse sand filter area 6 is used to retain the residual SS and total phosphorus in the adsorbed wastewater.

本实用新型运行过程中,经预处理后的污水经进水管9输送至布水管8,通过布水管8的布水孔,将污水均匀分布到生态水池底部,依次经布水层一1、布水层二2、生物滤层一3和生物滤层二4和上浮水层5,最后经粗砂滤水区6过滤后通过排水管14达标排放或回用。当生物滤层一3和生物滤层二4的代谢产物和过滤的悬浮物增加,导致阻力增大时,关闭进水管9上的阀门,开启反洗排水管10的阀门,将池内的水快速放出,通过放水对布水层一1、布水层二2和生物滤层一3、生物滤层二4进行反洗,反洗后的滤层得到再生,可重新进行净水处理。 During the operation of the utility model, the pretreated sewage is transported to the water distribution pipe 8 through the water inlet pipe 9, through the water distribution holes of the water distribution pipe 8, the sewage is evenly distributed to the bottom of the ecological pool, and then passed through the water distribution layer 1, distribution The second water layer 2 , the first biological filter layer 3 , the second biological filter layer 4 and the upper floating water layer 5 are finally filtered through the coarse sand filter area 6 and discharged or reused through the drainage pipe 14 up to the standard. When the metabolites of biofilter layer one 3 and biofilter layer two 4 and the suspended matter of filtration increase, causing the resistance to increase, close the valve on the water inlet pipe 9, open the valve of the backwash drain pipe 10, and drain the water in the pool quickly. Release, and backwash the water distribution layer 1, water distribution layer 2, biological filter layer 1 3, and biological filter layer 2 4 by releasing water, and the filter layer after backwashing is regenerated, and water purification treatment can be carried out again.

本实用新型装置结构形式综合了生物滤池和表面流湿地的特性,具有占地面积小、净化效率高、出水水质好的优点;布水和填料系统不易堵塞;上覆水层种植多样性水生植物,并放养观赏鱼类,能够确进一步降解填料区产生的代谢产物,减少填料请洗强度,提升装置净化效果,形成良好的微生态系统,运行稳定和使用寿命长。 The structure of the utility model combines the characteristics of the biological filter and the surface flow wetland, and has the advantages of small footprint, high purification efficiency, and good water quality; the water distribution and filling system is not easy to block; the overlying water layer is planted with diverse aquatic plants , and stocking ornamental fish can further degrade the metabolites produced in the filling area, reduce the washing intensity of the filling, improve the purification effect of the device, form a good micro-ecological system, run stably and have a long service life.

Claims (4)

1.一种人造生态净水装置,包括生态水池(15),其特征在于:生态水池(15)的池底从下到上依次设置有布水层一(1)、布水层二(2)、生物滤层一(3)、生物滤层二(4)以及上浮水层(5),并在生态水池(15)的出水端设置粗砂滤水区(6);布水层一(1)设置粒径为30~40mm的砾石,布水层一(1)中埋设有多根布水管(8),各布水管(8)的侧壁均匀设置有复数布水孔;布水层二(2)设置粒径为15~30mm的砾石;生物滤层一(3)设置粒径为6~10mm的砾石;生物滤层二(4)设置粒径为3~6mm的粗砂;上浮水层(5)局部或全水面设有植物固定网(7),粗砂滤水区(6)设置3~6mm的沸石填料层。 1. An artificial ecological water purification device, comprising an ecological pool (15), is characterized in that: the bottom of the ecological pool (15) is sequentially provided with a water distribution layer one (1), a water distribution layer two (2 ), biological filter layer one (3), biological filter layer two (4) and the upper floating water layer (5), and a coarse sand filter area (6) is set at the water outlet of the ecological pool (15); the water distribution layer one ( 1) Set gravel with a particle size of 30~40mm, and a plurality of water distribution pipes (8) are embedded in the water distribution layer 1 (1), and a plurality of water distribution holes are uniformly arranged on the side walls of each water distribution pipe (8); the water distribution layer Two (2) set gravel with a particle size of 15~30mm; biological filter layer one (3) set gravel with a particle size of 6~10mm; biological filter layer two (4) set coarse sand with a particle size of 3~6mm; The water layer (5) is partially or completely provided with fixed plant nets (7), and the coarse sand filter area (6) is provided with a 3-6mm zeolite filler layer. 2.根据权利要求1所述的一种人造生态净水装置,其特征在于:所述的布水层一(1)的厚度为20~30cm,所述布水层二(2)的厚度为15~20cm,所述生物滤层一(3)的厚度为80~100cm,所述生物滤层二(4)的厚度为50~60cm,所述上浮水层(5)的厚度为50~70cm,所述粗砂滤水区(6)的厚度为100~120cm。 2. An artificial ecological water purification device according to claim 1, characterized in that: the thickness of the first water distribution layer (1) is 20-30 cm, and the thickness of the second water distribution layer (2) is 15-20cm, the thickness of the biological filter layer one (3) is 80-100cm, the thickness of the biological filter layer two (4) is 50-60cm, and the thickness of the floating water layer (5) is 50-70cm , the thickness of the coarse sand filter area (6) is 100-120cm. 3.根据权利要求1或2所述的一种人造生态净水装置,其特征在于:所述生物滤层二(4)上栽种浮叶植物(12)、沉水植物(13);所述植物固定网(7)上栽种挺水植物(11)。 3. An artificial ecological water purification device according to claim 1 or 2, characterized in that: floating leaf plants (12) and submerged plants (13) are planted on the second biological filter layer (4); Plant emergent plants (11) on the plant fixed net (7). 4.根据权利要求1所述的一种人造生态净水装置,其特征在于:所述布水管(8)上设置的布水孔直径为5~7mm。 4. The artificial ecological water purification device according to claim 1, characterized in that: the diameter of the water distribution hole provided on the water distribution pipe (8) is 5-7mm.
CN201620385896.4U 2016-05-03 2016-05-03 Artificial ecological purifier Expired - Fee Related CN205635077U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112794549A (en) * 2019-11-14 2021-05-14 北京远浪潮生态建设有限公司 High-load anti-blocking type light ultra-high-porosity plant filter bed process technology and method
CN117700052A (en) * 2024-01-26 2024-03-15 南京林业大学 Ecological wetland system for purification of combined pollution of warehouse-in river and operation process thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112794549A (en) * 2019-11-14 2021-05-14 北京远浪潮生态建设有限公司 High-load anti-blocking type light ultra-high-porosity plant filter bed process technology and method
CN117700052A (en) * 2024-01-26 2024-03-15 南京林业大学 Ecological wetland system for purification of combined pollution of warehouse-in river and operation process thereof

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