CN203768124U - Ecological filter for micro-polluted water treatment - Google Patents
Ecological filter for micro-polluted water treatment Download PDFInfo
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- CN203768124U CN203768124U CN201420182255.XU CN201420182255U CN203768124U CN 203768124 U CN203768124 U CN 203768124U CN 201420182255 U CN201420182255 U CN 201420182255U CN 203768124 U CN203768124 U CN 203768124U
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Abstract
本实用新型公开了一种用于微污染水处理的生态滤池,它包括下行池(6)和上行池(9),所述下行池(6)和上行池(9)的上层种植有水生植物(4)、中层为填料滤层,下层为承托层,下行池(6)与上行池(9)之间设有隔墙,下行池的承托层与上行池的承托层之间有穿孔墙(8)连通,在上行池(9)的承托层内装有穿孔曝气管(14),穿孔曝气管(14)外连鼓风曝气装置(13),污水从下行池(6)的池体上部流入,处理水从上行池(9)的池体上部流出。本实用新型的优点是:集人工湿地与生物滤池于一体,既能去除水体中的悬浮物,又能对水中溶解性污染物具有吸收和生物降解作用,实现污水的综合处理。
The utility model discloses an ecological filter for micro-polluted water treatment, which comprises a descending pool (6) and an ascending pool (9), the upper layers of the descending pool (6) and the ascending pool (9) are planted with aquatic The plant (4), the middle layer is a packing filter layer, the lower layer is a supporting layer, a partition wall is provided between the descending pool (6) and the ascending pool (9), and the supporting layer of the descending pool and the supporting layer of the ascending pool There is a perforated wall (8) connected, and a perforated aeration pipe (14) is installed in the supporting layer of the ascending pool (9). The upper part of the pool body of (6) flows in, and the treated water flows out from the upper part of the pool body of the ascending pool (9). The utility model has the advantages of integrating the artificial wetland and the biofilter, not only removing the suspended matter in the water body, but also absorbing and biodegrading the soluble pollutants in the water, so as to realize the comprehensive treatment of sewage.
Description
技术领域 technical field
本实用新型属于环境生态工程技术领域,具体涉及一种利用环境工程技术和生态工程技术的协同作用净化微污染水的生态滤池。 The utility model belongs to the technical field of environmental ecological engineering, and in particular relates to an ecological filter pool for purifying slightly polluted water by utilizing the synergistic effect of environmental engineering technology and ecological engineering technology.
背景技术 Background technique
河流和湖泊水等是一种珍贵的淡水资源,是人们生活用水的重要来源,同时也是一种天然的景观水体,与人们的生活息息相关。 Rivers and lakes are precious fresh water resources, an important source of water for people's daily life, and also a natural landscape water body, which is closely related to people's lives.
由于湖泊水体,特别是存在于生活小区的人工湖多为流动性较差的缓流水体,水环境容量小、水体自净能力低,极易受污染(内源污染源为内部水禽或动物等的污染以及底泥污染物的释放;外源污染源包括降雨径流、居民生活污水及垃圾等)。当湖泊水体受污染达到一定程度时,将会引起水体富营养化,致使水体中藻类大量繁殖,水体变黑变臭,从而影响周围的生态环境和人们的生活品质。 Since the water bodies of lakes, especially the artificial lakes in living quarters, are mostly slow-flowing water bodies with poor fluidity, the water environment capacity is small, and the self-purification ability of water bodies is low, so they are extremely susceptible to pollution (the internal source of pollution is the pollution of internal waterfowl or animals, etc. and the release of sediment pollutants; external sources of pollution include rainfall runoff, domestic sewage and garbage, etc.). When the water body of a lake is polluted to a certain extent, it will cause eutrophication of the water body, resulting in the proliferation of algae in the water body, and the water body will turn black and smelly, thereby affecting the surrounding ecological environment and people's quality of life.
当前,对受污染水的治理工作已经越来越受到人们的关注,但受污染水体的治理耗资巨大却收益甚微,已成为人们面临的一大难题。为了使受污染河流、湖泊等水体恢复良好的水质,必须首先截断点源污染的进入,杜绝生活污水和垃圾未经处理直接排放;同时,需采取适当的工艺对受污染的水体进行有效的处理。 At present, people have paid more and more attention to the treatment of polluted water, but the treatment of polluted water costs a lot of money but has little benefit, which has become a major problem for people. In order to restore good water quality to polluted rivers, lakes and other water bodies, it is necessary to cut off the entry of point source pollution first, and prevent the direct discharge of domestic sewage and garbage without treatment; at the same time, it is necessary to adopt appropriate processes to effectively treat polluted water bodies .
目前对微污染水体的治理已经有一定的研究,主要的处理方法有环境工程和生态工程方法。环境工程方法主要是物理化学法和生化法,物理化学法包括:1、混凝沉淀法、过滤法、加药气浮法;2、杀菌消毒,即为抑制水体中菌类或藻类的生长,加入一定量的抑制剂。生化法包括:1、以活性污泥法和生物膜法为基础的工艺及变形体;2、曝气充氧法,即对水体进行人工曝气复氧以提高水中的溶解氧含量,使其保持好氧状态,加速水中有机污染物的分解,防止水体黑臭现象的发生。生态工程法主要指水生态法,以生态学原理为指导,人工养殖抗污染和强净化功能的水生动、植物,构建良好的水生态系统,对水质进行净化。 At present, there has been some research on the treatment of slightly polluted water bodies, and the main treatment methods include environmental engineering and ecological engineering methods. Environmental engineering methods are mainly physical and chemical methods and biochemical methods. Physical and chemical methods include: 1. coagulation sedimentation method, filtration method, and drug-adding air flotation method; 2. sterilization and disinfection, which is to inhibit the growth of fungi or algae in water bodies Add a certain amount of inhibitor. Biochemical methods include: 1. Processes and variants based on activated sludge method and biofilm method; 2. Aeration and oxygenation method, that is, artificial aeration and reoxygenation of water bodies to increase the dissolved oxygen content in water, so that Maintain an aerobic state, accelerate the decomposition of organic pollutants in water, and prevent the occurrence of black and odorous water bodies. The ecological engineering method mainly refers to the water ecological method. Guided by ecological principles, aquatic animals and plants with anti-pollution and strong purification functions are cultivated artificially to build a good water ecosystem and purify water quality.
环境工程方法处理效率高,受季节性影响小,但也有一定的局限性:一般需要投入大量的药剂和动力设备,需运行费用较高;而且环境工程设施对自然景观有一定的影响;采用物化法处理(如消毒)可能对水中动植物产生负面作用。生化法对去除水体中的溶解性污染物是非常有效的,而且不会对水体生态系统造成破坏,符合绿色生态的要求。 Environmental engineering methods have high treatment efficiency and are less affected by seasonality, but they also have certain limitations: generally, a large amount of chemicals and power equipment need to be invested, and operating costs are high; and environmental engineering facilities have a certain impact on the natural landscape; Treatment (such as disinfection) may have negative effects on aquatic flora and fauna. The biochemical method is very effective in removing dissolved pollutants in the water body, and will not cause damage to the water body ecosystem, which meets the requirements of green ecology.
生态工程方法具有环境友好、运行费用低等特点,但其受季节影响大,在冬季和植物生长初期处理效果差或者基本没有去除效果,因此同样具有一定的局限性。 The ecological engineering method has the characteristics of environmental friendliness and low operating cost, but it is greatly affected by the season, and the treatment effect is poor or basically has no removal effect in winter and early plant growth, so it also has certain limitations.
单独的环境工程方法或生态工程方法在处理微污染河流水体时都很难达到满意的效果,所以将环境工程方法和生态工程方法相结合,通过两者的优势互补,达到较理想的稳定的处理效果,是今后处理微污染水的一个重要发展方向。 Environmental engineering methods or ecological engineering methods alone are difficult to achieve satisfactory results in the treatment of slightly polluted river water, so the combination of environmental engineering methods and ecological engineering methods can achieve ideal and stable treatment through the complementary advantages of the two. It is an important development direction for the treatment of slightly polluted water in the future.
在环境工程技术中,生物滤池的过滤作用具有对水体中的悬浮物去除效果好,具有设备体积小,运行管理方便,处理出水对水体中的动植物影响小等特点。但是,常规过滤方法对水体中的溶解性污染物基本没有去除效果,溶解性污染物会在水体中累积。而人工湿地的生态处理工艺具有很强的水生植物根系吸收、截留等功能和根系微生物降解作用,对水中溶解性有机物具有较好的处理效果。因此,利用生物滤池和人工湿地的优势互补作用,将人工湿地与生物滤池结合在一起,开发出一种生态高效的水污染处理装置,在微污染水的治理中将具有良好的应用前景。 In environmental engineering technology, the filtration effect of biological filter has the characteristics of good removal effect on suspended solids in water body, small equipment size, convenient operation and management, and little impact on animals and plants in water body after treatment of effluent. However, conventional filtration methods have basically no effect on the removal of dissolved pollutants in water bodies, and dissolved pollutants will accumulate in water bodies. The ecological treatment process of constructed wetland has strong functions such as absorption and interception of aquatic plant roots and root microbial degradation, and has a good treatment effect on dissolved organic matter in water. Therefore, using the complementary advantages of biofilter and constructed wetland, combining constructed wetland and biofilter to develop an ecologically efficient water pollution treatment device will have a good application prospect in the treatment of slightly polluted water .
实用新型内容 Utility model content
本实用新型所要解决的技术问题就是提供一种用于微污染水处理的生态滤池,它将人工湿地与生物滤池结合在一起,既能去除水体中的悬浮物,又能对水中溶解性污染物具有吸收和生物降解作用,实现污水的综合处理。 The technical problem to be solved by the utility model is to provide an ecological filter for micro-polluted water treatment, which combines artificial wetland and biological filter, which can not only remove suspended matter in the water body, but also improve the solubility of the water. Pollutants have the functions of absorption and biodegradation, and realize the comprehensive treatment of sewage.
本实用新型所要解决的技术问题是通过这样的技术方案实现的,它包括下行池和上行池,所述下行池和上行池的上层种植有水生植物、中层为填料滤层,下层为承托层,下行池与上行池之间设有隔墙,下行池的承托层与上行池的承托层之间有穿孔墙连通,在上行池的承托层内装有穿孔曝气管,穿孔曝气管外连鼓风曝气装置,污水从下行池的池体上部流入,处理水从上行池的池体上部流出。 The technical problem to be solved by the utility model is achieved through such a technical scheme, which includes a descending pond and an ascending pond, the upper layer of the descending pond and the ascending pond are planted with aquatic plants, the middle layer is a packing filter layer, and the lower layer is a supporting layer , There is a partition wall between the descending pool and the ascending pool, a perforated wall is connected between the supporting layer of the descending pool and the supporting layer of the ascending pool, and a perforated aeration pipe is installed in the supporting layer of the ascending pool The blower aeration device is connected outside, the sewage flows in from the upper part of the pool body of the descending pool, and the treated water flows out from the upper part of the pool body of the ascending pool.
污水中的污染物质首先在下行池的植物根系的附近进行初步的吸收和截留,由于大气的复氧作用和植物根系的泌氧作用,在植物根系附近形成好氧的微环境,为好养细菌提供良好的生长环境,促进好氧微生物在基质和根系表面大量繁殖,对污水中易降解溶解性有机物进行有利的降解;随着下行池填料滤层深度和氧气耗量的增加,在下行池填料滤层中下部形成缺氧-厌氧的微环境,为兼氧菌和厌氧菌的生长繁殖提供了良好的环境,难降解有机物和在上部未完全降解的有机物在这一阶段进行厌氧水解消化;经厌氧消化后的污水渗入下行池的承托层,通过穿孔墙进入上行池中,由上行池的承托层内的穿孔曝气管进行人工曝气复氧,大部分的COD、氨氮在这一阶段得到去除,随着污水在上行池中向上流动,溶解氧逐渐降低,形成有利于反硝化的缺氧环境,从而达到对TN的彻底去除。处理后的污水在上行池上部经挺水植物再次吸收,进一步确保出水水质。 The pollutants in the sewage are initially absorbed and intercepted near the plant roots in the descending pond. Due to the reoxygenation of the atmosphere and the oxygen secretion of the plant roots, an aerobic microenvironment is formed near the plant roots, which is good for bacteria. Provide a good growth environment, promote aerobic microorganisms to multiply on the surface of the substrate and root system, and degrade the easily degradable dissolved organic matter in the sewage; An anoxic-anaerobic microenvironment is formed in the middle and lower part of the filter layer, which provides a good environment for the growth and reproduction of facultative bacteria and anaerobic bacteria. Refractory organic matter and organic matter that are not completely degraded in the upper part are anaerobically hydrolyzed at this stage Digestion; the sewage after anaerobic digestion seeps into the supporting layer of the descending pool, enters the ascending pool through the perforated wall, and artificially aerates and reoxygenates through the perforated aeration tube in the supporting layer of the ascending pool, most of the COD, Ammonia nitrogen is removed at this stage, and as the sewage flows upward in the upstream tank, the dissolved oxygen gradually decreases, forming an anoxic environment conducive to denitrification, thereby achieving the complete removal of TN. The treated sewage is reabsorbed by emergent plants in the upper part of the ascending pool to further ensure the quality of the effluent.
优选地,下行池的外侧设有调节池,调节池顶部装有进水管,距离调节池底面一定高度的位置设有调节池出水口,调节池出水口连接污水泵的进水管,污水泵的出水管为多孔的布水管,布水管固定在下行池的池体上部,并埋设于下行池填料滤层表面之下。 Preferably, a regulating pool is provided outside the descending pool, and a water inlet pipe is installed on the top of the regulating pool, and a water outlet of the regulating pool is provided at a certain height from the bottom of the regulating pool, and the water outlet of the regulating pool is connected to the water inlet pipe of the sewage pump, and the outlet of the sewage pump The water pipe is a porous water distribution pipe, and the water distribution pipe is fixed on the upper part of the pool body of the descending pool and buried under the surface of the filling filter layer of the descending pool.
污水经调节池进入下行池,调节池起调节水量和预沉淀的作用,可去除大部分的悬浮固体物质SS,减少对后面的下行池和上行池填料滤层的堵塞。 The sewage enters the descending pond through the regulating pond, and the regulating pond plays the role of regulating water volume and pre-sedimentation, which can remove most of the suspended solid matter SS, and reduce the blockage of the filling filter layer of the descending pond and the ascending pond. the
由于采用了上述技术方案,本实用新型具有以下的技术效果: Due to the above-mentioned technical scheme, the utility model has the following technical effects:
本实用新型将垂直流人工湿地和曝气生物滤池结合在一起,是一种集物理、化学和生物净化方法于一体的复合生态净化技术。该复合生态净化技术的作用原理是:通过截留、过滤、沉积等物理作用,吸附、离子交换、拮抗和氧化还原反应等化学作用,以及微生物和水生动植物协同作用将复杂大分子分解成简单分子、小分子等的生物作用,实现对污染物的降解和去除。 The utility model combines the vertical flow artificial wetland and the aerated biological filter, and is a compound ecological purification technology integrating physical, chemical and biological purification methods. The working principle of this composite ecological purification technology is: decompose complex macromolecules into simple molecules through physical actions such as interception, filtration, and deposition, chemical actions such as adsorption, ion exchange, antagonism, and redox reactions, as well as the synergistic action of microorganisms and aquatic animals and plants. , small molecules, etc., to achieve the degradation and removal of pollutants.
所以本实用新型的优点是:集人工湿地与生物滤池于一体,既能去除水体中的悬浮物,又能对水中溶解性污染物具有吸收和生物降解作用,实现污水的综合处理。 Therefore, the utility model has the advantages of integrating the constructed wetland and the biological filter, which can not only remove suspended solids in the water body, but also absorb and biodegrade soluble pollutants in the water, and realize the comprehensive treatment of sewage.
附图说明 Description of drawings
本实用新型的附图说明如下: The accompanying drawings of the utility model are as follows:
图1为本实用新型的结构示意图。 Fig. 1 is the structural representation of the utility model.
图中:1.进水管;2.调节池;3.污水泵;4.水生植物;5.布水管;6.下行池;7.下行池的承托层;8.穿孔墙;9.上行池;10.集水管;11.出水渠;12.排水管;13. 鼓风曝气装置;14.穿孔曝气管;15.放空管;16. 排泥管。 In the figure: 1. water inlet pipe; 2. regulating tank; 3. sewage pump; 4. aquatic plants; Pool; 10. Water collection pipe; 11. Outlet channel; 12. Drainage pipe; 13. Blast aeration device; 14. Perforated aeration pipe; 15. Empty pipe; 16. Mud discharge pipe.
具体实施方式 Detailed ways
本实用新型的构思是:将人工湿地深度加深至1.6m以上,并把人工湿地分隔成下行池和上行池两部分,在上行池底部进行曝气,从而把人工湿地和生物滤池有机结合在一起,形成一种兼有生物滤池和人工湿地特点的水处理池,再包含有对进水预处理设施和出水设施,形成一套全新的针对微污染水的处理池。 The concept of the utility model is: deepen the depth of the artificial wetland to more than 1.6m, and divide the artificial wetland into two parts, the downward pool and the upward pool, and aerate the bottom of the upward pool, so that the artificial wetland and the biological filter are organically combined in one Together, a water treatment pool with the characteristics of a biological filter and an artificial wetland is formed, and then includes inflow pretreatment facilities and outflow facilities to form a new set of treatment pools for slightly polluted water.
下面结合附图和实施例对本实用新型作进一步说明: Below in conjunction with accompanying drawing and embodiment the utility model is further described:
如图1所示,本实用新型包括下行池6和上行池9,所述下行池6和上行池9的上层种植有水生植物4、中层为填料滤层,下层为承托层,下行池6与上行池9之间设有隔墙,下行池的承托层7与上行池的承托层之间有穿孔墙8连通,在上行池9的承托层内装有穿孔曝气管14,穿孔曝气管14外连鼓风曝气装置13,污水从下行池6的池体上部流入,处理水从上行池9的池体上部流出。 As shown in Figure 1, the utility model comprises descending pond 6 and ascending pond 9, and the upper floor of described descending pond 6 and ascending pond 9 is planted with aquatic plants 4, and the middle layer is a filler filter layer, and the lower floor is a supporting layer, and descending pond 6 There is a partition wall between the ascending pool 9 and the supporting layer 7 of the descending pool and the supporting layer of the ascending pool. The aeration pipe 14 connects the blower aeration device 13 outside, and the sewage flows in from the upper part of the pool body of the descending pool 6, and the treated water flows out from the upper part of the pool body of the ascending pool 9.
下行池6的外侧设有调节池2,调节池2顶部装有进水管1,距离调节池2底面一定高度的位置设有调节池出水口,调节池出水口连接污水泵3的进水管,污水泵3的出水管为多孔的布水管5,布水管5固定在下行池6的池体上部,并埋设于下行池填料滤层表面之下。 The outside of the descending pool 6 is provided with a regulating pool 2, and the top of the regulating pool 2 is equipped with a water inlet pipe 1, and a certain height from the bottom surface of the regulating pool 2 is provided with a regulating pool outlet, and the regulating pool outlet is connected to the water inlet pipe of the sewage pump 3, and the sewage The outlet pipe of the pump 3 is a porous water distribution pipe 5, and the water distribution pipe 5 is fixed on the upper part of the pool body of the descending pool 6, and is buried under the surface of the filling filter layer of the descending pool.
调节池2底部设置排泥管16,以排除沉积污泥,调节池出水口处设置滤网,以拦截大尺寸的杂物。 A mud discharge pipe 16 is provided at the bottom of the regulating tank 2 to remove deposited sludge, and a filter screen is provided at the water outlet of the regulating tank to intercept large-sized debris.
上行池9池体上部安装集水管10,集水管10埋设于上行池填料滤层表面之下,集水管10出口位于上行池外侧的出水渠11内。处理后的水通过出水渠11内安装的排水管12排入受纳水体。 A water collecting pipe 10 is installed on the upper part of the ascending pool 9 pool body, and the water collecting pipe 10 is buried under the filler filter layer surface of the ascending pool, and the outlet of the water collecting pipe 10 is located in the outlet channel 11 outside the ascending pool. The treated water is discharged into the receiving water body through the drain pipe 12 installed in the outlet channel 11 .
上行池9的承托层内侧壁装有放空管15,需要维修时,通过放空管15将下行池和上行池内的水排空。进水管1、集水管10和放空管15上都安装有阀门,以方便地进行水量和流速调节。 The inner sidewall of the supporting layer of the ascending pool 9 is equipped with an emptying pipe 15, and when maintenance is required, the water in the descending pool and the ascending pool will be emptied by the emptying pipe 15. Valves are installed on the water inlet pipe 1, the water collecting pipe 10 and the emptying pipe 15, so as to easily adjust the water volume and flow rate.
本实用新型为地下式或半地下式,上行池9的高度比下行池6低30mm以上,以保证污水在高度压差的作用下顺利排出。曝气装置由鼓风机和穿孔曝气管组成,曝气管的大小和孔径由实际进水水质确定。 The utility model is an underground or semi-underground type, and the height of the ascending pool 9 is lower than that of the descending pool 6 by more than 30mm, so as to ensure the smooth discharge of sewage under the action of the height difference. The aeration device consists of a blower and a perforated aeration tube, and the size and aperture of the aeration tube are determined by the actual water quality of the influent.
本实用新型的长宽比一般在控制在2:1~3:1之间,池体深度大于1.6m,填料滤层上面的安全超高为20-30mm。下行池6和上行池9填料滤层上部的土壤层粒径为4-8mm,厚度为30-40mm;填料滤层下部的碎石层由10-20mm和20-30mm两种不同粒径碎石分层填充,厚度为100cm-120cm;池底部的承托层石灰石粒径为50-80mm,厚度为20-30mm。在填料上形成的生物膜能较好地降解河水中的有机污染物,同时去除氨氮、悬浮固体。 The aspect ratio of the utility model is generally controlled between 2:1 and 3:1, the depth of the pool body is greater than 1.6m, and the safety superheight above the filler filter layer is 20-30mm. The particle size of the soil layer on the upper part of the filling filter layer of the descending pool 6 and the ascending pool 9 is 4-8mm, and the thickness is 30-40mm; Layered filling with a thickness of 100cm-120cm; the limestone particle size of the supporting layer at the bottom of the pool is 50-80mm and the thickness is 20-30mm. The biofilm formed on the filler can better degrade the organic pollutants in the river water, and remove ammonia nitrogen and suspended solids at the same time.
下行池6和上行池9顶部均种植水生植物4,利用植物根系生态微环境净化污水。根据处理要求和当地气候条件选择合适的水生植物,种植密度根据不同植物的生长特征合理选取,可以搭配混种几种不同的植物,以提高本工艺对季节变化的适应能力,并能达到一定的景观效果。 Aquatic plants 4 are planted on the tops of the descending pool 6 and the ascending pool 9, and the ecological microenvironment of plant roots is used to purify sewage. Choose suitable aquatic plants according to the processing requirements and local climate conditions, and the planting density is reasonably selected according to the growth characteristics of different plants. Several different plants can be mixed and mixed to improve the adaptability of this process to seasonal changes and achieve a certain level. landscape effect.
在下行池6中,随着填料滤层深度的增加,污水由好氧状态逐渐变为缺氧状态和厌氧状态,到在上行池9中,由于外加曝气装置,污水又变为好氧状态,随着污水往上运行,水中溶解氧又逐渐降低,往缺氧状态转化,这种交替出现好氧-缺氧-厌氧的过程强化了硝化和反硝化过程,大大提高了装置的脱氮效果。实际运行过程中也可以根据实际进水水质情况调节曝气量或采用间歇曝气方式。 In the descending pool 6, as the depth of the filler filter layer increases, the sewage gradually changes from an aerobic state to an anoxic state and an anaerobic state. In the ascending pool 9, due to the addition of an aeration device, the sewage becomes aerobic again. state, as the sewage runs upwards, the dissolved oxygen in the water gradually decreases and transforms into an anoxic state. This alternate aerobic-anoxic-anaerobic process strengthens the nitrification and denitrification process and greatly improves the denitrification of the device. nitrogen effect. During the actual operation, the aeration rate can also be adjusted according to the actual influent water quality or the intermittent aeration method can be adopted. the
本实用新型的生态滤池通过物理作用、化学作用和生化作用协同去除水中污染物质。物理作用主要为截留、过滤、沉积等;化学作用主要为吸附、离子交换、拮抗和氧化还原反应等;生化作用主要为滤池中植物、微生物和微型动物等的协同作用和生物酶的作用等,生态滤池中微生物种类丰富,沿着滤料高度方向出现好氧微生物、兼氧微生物、厌氧微生物和微型动物,结合植物根系构成一个微小的生态系统,为污水的净化提供了良好的微环境。 The ecological filter of the utility model synergistically removes pollutants in water through physical action, chemical action and biochemical action. The physical effects are mainly interception, filtration, deposition, etc.; the chemical effects are mainly adsorption, ion exchange, antagonism and redox reactions, etc.; the biochemical effects are mainly the synergistic effect of plants, microorganisms and micro-animals in the filter tank and the action of biological enzymes, etc. , there are many types of microorganisms in the ecological filter, aerobic microorganisms, facultative microorganisms, anaerobic microorganisms and micro-animals appear along the height of the filter material, combined with plant roots to form a tiny ecosystem, which provides a good micro-organism for the purification of sewage environment.
本实用新型将环境工程和生态工程相结合,在人工湿地中植入曝气生物滤池的组件,获得集人工湿地和曝气生物滤池优点于一体的生态滤池,它具有如下优点: The utility model combines environmental engineering and ecological engineering, implants the components of the biological aerated filter in the artificial wetland, and obtains an ecological filter integrating the advantages of the artificial wetland and the biological aerated filter. It has the following advantages:
1)、本实用新型集物理、化学和生物作用于一体,具有处理效果好、占地面积少、绿色生态、受季节影响小等优点; 1) The utility model integrates physical, chemical and biological effects, and has the advantages of good treatment effect, small footprint, green ecology, and little influence by seasons;
2)、本实用新型的净化微污染水的生态滤池装置中调节池,可有效地调节处理水量,避免暴雨时过量的水对生态滤池造成破坏,还能起到预沉淀的作用,可减轻后续生态滤池的堵塞; 2) The regulating tank in the ecological filter device for purifying slightly polluted water of the present utility model can effectively adjust the amount of treated water, avoid excessive water damage to the ecological filter during heavy rain, and also play the role of pre-sedimentation, which can Reduce clogging of subsequent ecological filters;
3)、本实用新型的净化微污染水的生态滤池装置进水采用多空布水管均匀配水,提高了滤料的利用效率,同时加大湿地深度能增加污水在池中的有效停留时间并营造适合反硝化细菌生长的缺氧环境,强化了工艺的脱氮效果; 3) The water intake of the ecological filter device for purifying micro-polluted water of the present utility model adopts multi-space distribution pipes to distribute water evenly, which improves the utilization efficiency of the filter material, and at the same time, increasing the depth of the wetland can increase the effective residence time of sewage in the pool and reduce the pollution. Create an anoxic environment suitable for the growth of denitrifying bacteria, and strengthen the denitrification effect of the process;
4)、本实用新型的净化微污染水的生态滤池装置在上行池底部中设置了穿孔曝气管,为生态滤池提供了交替好氧-缺氧-厌氧的环境,有利于污水中有机物的去除,同时强化了氮磷的去除效果; 4) The ecological filter device for purifying slightly polluted water of the present utility model is equipped with a perforated aeration pipe in the bottom of the ascending pool, which provides an alternate aerobic-anoxic-anaerobic environment for the ecological filter, which is beneficial to sewage Removal of organic matter, while strengthening the removal effect of nitrogen and phosphorus;
5)、本实用新型的净化微污染水的生态滤池装置加深人工湿地深度,可节省占地面积,具有不受外界气温影响、无臭味,不滋生蚊蝇等优点; 5) The ecological filter device for purifying micro-polluted water of the present utility model deepens the artificial wetland depth, can save floor space, and has the advantages of not being affected by the external temperature, no odor, and no breeding of mosquitoes and flies;
6)、本实用新型的净化微污染水的生态滤池装置在设计时充分考虑景观因素,将环境工程和生态工程融入景观中,在生态滤池下行池和上行池顶部均附加种植具有观赏性的植物,不仅净化了地表水质,还美化了环境。 6) The design of the ecological filter device for purifying micro-polluted water of the present utility model fully considers landscape factors, integrates environmental engineering and ecological engineering into the landscape, and additional planting on the top of the ecological filter's downward and upward pools is ornamental The plants not only purify the surface water quality, but also beautify the environment.
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103951064A (en) * | 2014-04-16 | 2014-07-30 | 重庆大学 | Ecological filter used for micro-polluted water treatment |
| CN104150597A (en) * | 2014-08-27 | 2014-11-19 | 武汉大学 | Anaerobic natural ventilation integrated composite vertical-flow biological water treatment filtering tank |
| CN104891641A (en) * | 2015-06-15 | 2015-09-09 | 武汉中科水生环境工程股份有限公司 | Vegetation bed aeration tank sewage treatment device |
| CN105366892A (en) * | 2015-12-09 | 2016-03-02 | 张春辉 | Shallow-layer biological filter disc and filtration system composed of filter discs |
| CN105668943A (en) * | 2016-04-01 | 2016-06-15 | 福州大学 | Multistage aeration biofilter for water quality purification and purification technique thereof |
| CN107055814A (en) * | 2017-05-04 | 2017-08-18 | 上海现代建筑装饰环境设计研究院有限公司 | A kind of landscape pond repaired to water pollution ecological environment and its application method |
| CN107963723A (en) * | 2017-12-29 | 2018-04-27 | 广西恒晟水环境治理有限公司 | A kind of more fluidised form polluted-water ecological purification systems |
| CN115340184A (en) * | 2022-07-25 | 2022-11-15 | 悉地(苏州)勘察设计顾问有限公司 | An anti-clogging bioretention tank system and its working method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103951064A (en) * | 2014-04-16 | 2014-07-30 | 重庆大学 | Ecological filter used for micro-polluted water treatment |
| CN104150597A (en) * | 2014-08-27 | 2014-11-19 | 武汉大学 | Anaerobic natural ventilation integrated composite vertical-flow biological water treatment filtering tank |
| CN104150597B (en) * | 2014-08-27 | 2016-04-27 | 武汉大学 | The biological water treatment filter pond of a kind of anaerobism natural ventilation integration composite vertical current |
| CN104891641A (en) * | 2015-06-15 | 2015-09-09 | 武汉中科水生环境工程股份有限公司 | Vegetation bed aeration tank sewage treatment device |
| CN105366892A (en) * | 2015-12-09 | 2016-03-02 | 张春辉 | Shallow-layer biological filter disc and filtration system composed of filter discs |
| CN105366892B (en) * | 2015-12-09 | 2018-04-17 | 东莞市恒春环保服务有限公司 | The filtration system of shallow-layer formula biology filter disc and its composition |
| CN105668943A (en) * | 2016-04-01 | 2016-06-15 | 福州大学 | Multistage aeration biofilter for water quality purification and purification technique thereof |
| CN105668943B (en) * | 2016-04-01 | 2018-12-25 | 福州大学 | For the multi-stage aeration biological filter tank of purification of water quality and its purification process |
| CN107055814A (en) * | 2017-05-04 | 2017-08-18 | 上海现代建筑装饰环境设计研究院有限公司 | A kind of landscape pond repaired to water pollution ecological environment and its application method |
| CN107963723A (en) * | 2017-12-29 | 2018-04-27 | 广西恒晟水环境治理有限公司 | A kind of more fluidised form polluted-water ecological purification systems |
| CN115340184A (en) * | 2022-07-25 | 2022-11-15 | 悉地(苏州)勘察设计顾问有限公司 | An anti-clogging bioretention tank system and its working method |
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