CN204454727U - Water body purification system - Google Patents
Water body purification system Download PDFInfo
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- CN204454727U CN204454727U CN201420836749.5U CN201420836749U CN204454727U CN 204454727 U CN204454727 U CN 204454727U CN 201420836749 U CN201420836749 U CN 201420836749U CN 204454727 U CN204454727 U CN 204454727U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 85
- 238000000746 purification Methods 0.000 title claims abstract description 22
- 229920002748 Basalt fiber Polymers 0.000 claims abstract description 30
- 239000004567 concrete Substances 0.000 claims abstract description 17
- 244000005700 microbiome Species 0.000 claims abstract description 12
- 238000006213 oxygenation reaction Methods 0.000 claims abstract description 11
- 230000000813 microbial effect Effects 0.000 claims abstract description 9
- 238000007667 floating Methods 0.000 claims abstract description 8
- 239000006247 magnetic powder Substances 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 abstract description 14
- 239000001301 oxygen Substances 0.000 abstract description 14
- 229910052760 oxygen Inorganic materials 0.000 abstract description 14
- 239000003344 environmental pollutant Substances 0.000 abstract description 7
- 231100000719 pollutant Toxicity 0.000 abstract description 7
- 239000010865 sewage Substances 0.000 abstract description 3
- 239000002028 Biomass Substances 0.000 abstract 1
- 230000003647 oxidation Effects 0.000 abstract 1
- 238000007254 oxidation reaction Methods 0.000 abstract 1
- 238000005273 aeration Methods 0.000 description 10
- 238000012546 transfer Methods 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 239000000945 filler Substances 0.000 description 3
- 239000007789 gas Substances 0.000 description 3
- 239000013049 sediment Substances 0.000 description 3
- 235000001674 Agaricus brunnescens Nutrition 0.000 description 2
- 230000009471 action Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 238000003911 water pollution Methods 0.000 description 2
- 241000195493 Cryptophyta Species 0.000 description 1
- MYMOFIZGZYHOMD-UHFFFAOYSA-N Dioxygen Chemical compound O=O MYMOFIZGZYHOMD-UHFFFAOYSA-N 0.000 description 1
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 1
- 230000004071 biological effect Effects 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
- 230000001488 breeding effect Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000012851 eutrophication Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000001590 oxidative effect Effects 0.000 description 1
- 230000001706 oxygenating effect Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 230000009897 systematic effect Effects 0.000 description 1
- 210000003437 trachea Anatomy 0.000 description 1
- 238000002054 transplantation Methods 0.000 description 1
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Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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- Biological Treatment Of Waste Water (AREA)
Abstract
本实用新型提供了一种水体净化系统,属于水处理领域;包括充氧装置与微生物载体装置,充氧装置包括空压机、磁助旋流散气管及连接二者的进气管,微生物载体装置包括浮桶、玄武岩纤维载体、混凝土预制块,玄武岩纤维载体上下两端分别连接浮球和混凝土预制块、悬浮于水中;污水通过磁助旋流散气管后形成丰富的气泡流,水底的土著微生物附着在玄武岩纤维载体上并大量繁殖;本实用新型的水体净化系统能增加水体中的溶解氧浓度和水中土著微生物量;通过微气泡氧化底泥消减内源污染,载体上微生物降解水体中污染物,来实现闭锁性水体中污染物的高效和快速净化。
The utility model provides a water body purification system, which belongs to the field of water treatment; it includes an oxygenation device and a microbial carrier device, the oxygenation device includes an air compressor, a magnetic-assisted swirling air diffuser pipe and an air intake pipe connecting the two, and the microbial carrier device includes Floating barrel, basalt fiber carrier, concrete prefabricated block, the upper and lower ends of the basalt fiber carrier are respectively connected to floating balls and concrete prefabricated blocks, suspended in water; the sewage forms a rich air bubble flow after passing through the magnetic-assisted swirl diffuser pipe, and the indigenous microorganisms at the bottom adhere to the basalt fiber carrier and reproduce in large quantities; the water body purification system of the utility model can increase the dissolved oxygen concentration in the water body and the indigenous microbial biomass in the water; the endogenous pollution is reduced by micro-bubble oxidation of the bottom mud, and the microorganisms on the carrier degrade the pollutants in the water body to come Realize efficient and rapid purification of pollutants in closed water bodies.
Description
技术领域technical field
本实用新型属于水处理领域,尤其是水体净化系统。The utility model belongs to the field of water treatment, in particular to a water purification system.
背景技术Background technique
长期以来,由于对闭锁性水体污染问题缺乏系统性、协同性以及创新性的科学研究,闭锁性水体污染防治的技术相对薄弱,再加上闭锁性水体大多呈现为缓流水域,环境容量较小、自净能力较差,极易受到污染,从而导致该类水体污染日趋严重的态势尚未得到根本扭转。For a long time, due to the lack of systematic, coordinated and innovative scientific research on the problem of closed water pollution, the technology for the prevention and control of closed water pollution is relatively weak. In addition, most closed water bodies are slow-flowing waters, and the environmental capacity is small , The self-purification ability is poor, and it is very easy to be polluted, which leads to the increasingly serious pollution of this type of water body and has not been fundamentally reversed.
闭锁性水体的污染源主要来自工业废水、生活污水以及风沙扬尘携污等。当进入水体中的污染物总量超过水体中溶解氧含量的自净能力时,水体中的溶解氧被迅速消耗殆尽,使水体呈现缺氧甚至厌氧状态,同时氨氮含量大大增加,从而导致藻类大量滋生、水体呈现富营养化,水体的透明度也急剧降低,甚至出现发黑发臭的现象。因此,如何解决闭锁性水体的水环境污染和生境退化已经成为了目前亟需面临的重要环境问题。The pollution sources of closed water bodies mainly come from industrial wastewater, domestic sewage, and dust-carrying pollution caused by wind and sand. When the total amount of pollutants entering the water body exceeds the self-purification capacity of the dissolved oxygen content in the water body, the dissolved oxygen in the water body is quickly consumed, making the water body present in an anoxic or even anaerobic state, and the ammonia nitrogen content is greatly increased, resulting in algae A large number of breeding, eutrophication of the water body, the transparency of the water body is also sharply reduced, and even black and smelly. Therefore, how to solve the water environmental pollution and habitat degradation of closed water bodies has become an important environmental problem that needs to be faced urgently.
对于闭锁性水体的处理,关键在于解决两个问题:一是增加水体中的溶解氧,二是改善水体生物活性。基于这两个关键问题,曝气生物膜系统无疑成为了一种应用性较好的闭锁性水体净化系统,且已经成为了闭锁性水体常用的技术系统。For the treatment of closed water bodies, the key is to solve two problems: one is to increase the dissolved oxygen in the water body, and the other is to improve the biological activity of the water body. Based on these two key issues, the aerated biofilm system has undoubtedly become a closed water purification system with good applicability, and has become a commonly used technical system for closed water bodies.
但是就目前存在的曝气生物膜系统而言,尚存在以下不足:(1)目前常采用的曝气装置可分为散流曝气装置、纯氧微孔曝气装置和旋流曝气装置等。其中散流曝气装置流量较大,但是氧传质效率较低;微孔曝气装置具有高氧传质效率,但是易堵塞,清理不便;旋流曝气装置具有流量大、不宜堵塞的优点,但是现有的旋流曝气装置曝气能耗较高。且这些曝气装置在安装的过程中,位置多位于水体中部,难以快速有效的对底泥进行氧化,改善水体的生境条件,从而达到净化水体的目的。(2)目前所采用的生物膜填料多为人工复合性材料,在环境友好型上多欠缺考虑。使用的过程中,部分生物膜填料遗留于水体中,可能会对水体水质或者生态环境造成新的影响。并且,在生物膜填料的结构制作、设置方法上多为污水处理工程的简单移植,并不能满足低有机污染的富营养化闭锁性水体的需求。However, as far as the existing aerated biofilm systems are concerned, there are still the following deficiencies: (1) The aeration devices commonly used at present can be divided into diffuse flow aeration devices, pure oxygen microporous aeration devices and swirl aeration devices wait. Among them, the diffuse flow aeration device has a large flow rate, but the oxygen mass transfer efficiency is low; the microporous aeration device has high oxygen mass transfer efficiency, but it is easy to block and inconvenient to clean; the swirl flow aeration device has the advantages of large flow rate and is not suitable for blockage , but the aeration energy consumption of the existing cyclone aeration device is relatively high. Moreover, during the installation process of these aeration devices, they are mostly located in the middle of the water body, so it is difficult to quickly and effectively oxidize the sediment and improve the habitat conditions of the water body, thereby achieving the purpose of purifying the water body. (2) Most of the biofilm fillers currently used are artificial composite materials, which lack consideration in terms of environmental friendliness. During use, some biofilm fillers are left in the water body, which may cause new impacts on the water quality or the ecological environment. Moreover, the structural fabrication and installation methods of biofilm fillers are mostly simple transplantation of sewage treatment projects, which cannot meet the needs of eutrophic closed water bodies with low organic pollution.
实用新型内容Utility model content
针对现有技术中存在不足,本实用新型提供了一种水体净化系统,增加水体中溶解氧浓度和水体土著微生物量;通过微气泡氧化底泥消减内源污染,载体上微生物降解水体中污染物来实现闭锁性水体中污染物的高效和快速净化。Aiming at the deficiencies in the prior art, the utility model provides a water body purification system, which increases the concentration of dissolved oxygen in the water body and the amount of indigenous microorganisms in the water body; reduces endogenous pollution by oxidizing the sediment with micro-bubbles, and the microorganisms on the carrier degrade the pollutants in the water body To achieve efficient and rapid purification of pollutants in closed water bodies.
本实用新型是通过以下技术手段实现上述技术目的的。The utility model realizes above-mentioned technical purpose by following technical means.
一种水体净化系统,其特征在于,包括充氧装置和微生物载体装置;A water purification system, characterized in that it includes an oxygenation device and a microbial carrier device;
所述充氧装置包括位于水体表面或岸边的空压机、位于水底的磁助旋流散气管以及连接所述空压机与所述磁助旋流散气管的进气管;The oxygenation device includes an air compressor located on the surface of the water body or on the shore, a magnetic-assisted swirling air diffuser located at the bottom of the water, and an air intake pipe connecting the air compressor and the magnetic-assisted swirl air diffuser;
所述微生物载体装置位于水下,包括浮球、玄武岩纤维载体、混凝土预制块,所述混凝土预制块置于水底,所述玄武岩纤维载体两端分别与所述浮球和所述混凝土预制块固定连接。The microbial carrier device is located underwater and includes a floating ball, a basalt fiber carrier, and a prefabricated concrete block. The prefabricated concrete block is placed at the bottom of the water, and both ends of the basalt fiber carrier are respectively fixed to the floating ball and the prefabricated concrete block. connect.
进一步,所述磁助旋流散气管包括进气口、通孔、十字叶轮旋流器、蘑菇型切割器;Further, the magnetic-assisted swirl diffuser includes an air inlet, a through hole, a cross impeller swirler, and a mushroom cutter;
所述通孔连通水体与所述磁助旋流散气管的内腔,所述十字叶轮旋流器与所述蘑菇型切割器设于所述磁助旋流散气管内壁。The through hole communicates with the water body and the inner cavity of the magnetic-assisted swirling air diffuser pipe, and the cross impeller cyclone and the mushroom-shaped cutter are arranged on the inner wall of the magnetic-assisted swirl air diffuser pipe.
进一步,所述磁助旋流散气管还包括磁体棒、磁粉,所述磁体棒穿过所述十字叶轮旋流器中心、与其固定连接,所述磁粉喷于所述磁助旋流散气管内壁。Further, the magnetic-assisted swirling air diffuser also includes a magnet rod and magnetic powder, the magnet rod passes through the center of the cross impeller cyclone and is fixedly connected to it, and the magnetic powder is sprayed on the inner wall of the magnetic-assisted swirl air diffuser.
在上述方案中,所述玄武岩纤维载体包括钢丝绳锁、锁扣、玄武岩纤维片、端片、短套管;In the above scheme, the basalt fiber carrier includes a wire rope lock, a lock, a basalt fiber sheet, an end piece, and a short sleeve;
所述钢丝绳索依次穿过锁扣、端片、至少一组玄武岩纤维片、端片、锁扣,所述相邻两组玄武岩纤维片之间设有短套管、且固定成一个整体。The steel wire rope passes through the lock buckle, the end piece, at least one set of basalt fiber sheets, the end piece, and the lock buckle in sequence, and a short sleeve is arranged between the adjacent two groups of basalt fiber pieces and fixed as a whole.
在上述方案中,所述混凝土预制块块架置于水底,所述进气管在水体中为垂直段和水平段,所述水平段与所述混凝土预制块支架通过卡扣连接。In the above solution, the prefabricated concrete block frame is placed at the bottom of the water, the air inlet pipe is a vertical section and a horizontal section in the water body, and the horizontal section is connected to the precast concrete block bracket by buckling.
在上述方案中,所述充氧装置与所述微生物载体装置为一组或多组。In the above solution, the oxygenation device and the microorganism carrier device are one or more groups.
在上述方案中,所述充氧装置与所述微生物载体装置的水平距离为0.3~1.5m。In the above scheme, the horizontal distance between the oxygenation device and the microorganism carrier device is 0.3-1.5m.
在上述方案中,所述玄武岩纤维载体的长度为0.7~2m。In the above solution, the length of the basalt fiber carrier is 0.7-2m.
本实用新型的优势:The advantage of the utility model:
(1)本实用新型中的磁助旋流散气管内设有磁场,能较好的提高氧传质效率,充氧效率高。(1) A magnetic field is provided in the magnetic-assisted swirling air diffuser tube in the utility model, which can better improve the oxygen mass transfer efficiency and high oxygen charging efficiency.
(2)本实用新型中的磁助旋流散气管使水与空气在旋流的作用下充分掺混,并切割,充分利用了动能,在充氧的同时,无需另加入动能用于搅拌,产生的气泡均匀,氧利用效率较高,能耗较低。(2) The magnetic-aided swirling diffused air pipe in the utility model makes water and air fully mixed under the action of the swirling flow, and cuts, fully utilizes the kinetic energy, and does not need to add additional kinetic energy for stirring while oxygenating, resulting in The bubbles are uniform, the oxygen utilization efficiency is high, and the energy consumption is low.
(3)采用的玄武岩纤维载体是取自天然玄武岩矿石,完全来自于自然环境,无任何污染,在使用的过程中无需考虑载体遗留可能对环境造成的影响问题。并且,本实用新型中采用的玄武岩纤维载体采用高效的结构形式,促使玄武岩纤维在水中更易舒展,具有较大的比表面积,更加利于微生物与水体中污染物的充分接触,净化效果优越。(3) The basalt fiber carrier used is taken from natural basalt ore, completely from the natural environment, without any pollution, and there is no need to consider the possible impact of the carrier on the environment during use. Moreover, the basalt fiber carrier used in the utility model adopts an efficient structural form, which makes the basalt fiber easier to stretch in water, has a larger specific surface area, and is more conducive to the full contact between microorganisms and pollutants in the water body, and the purification effect is superior.
(4)本实用新型的水体净化装置,结构简单,具有安装便捷、维修方便等特点。(4) The water purification device of the present utility model has the advantages of simple structure, convenient installation and convenient maintenance.
附图说明Description of drawings
图1为本实用新型所述水体净化装置的结构图。Fig. 1 is a structural diagram of the water purification device described in the present invention.
图2为本实用新型所述磁助旋流散气管的结构图。Fig. 2 is a structural diagram of the magnetic-assisted swirling air diffuser tube of the present invention.
图3为本实用新型所述玄武岩纤维载体的结构图。Fig. 3 is a structural diagram of the basalt fiber carrier described in the present invention.
附图标记说明如下:The reference signs are explained as follows:
1.磁助旋流散气管;11.进气口;12.十字叶轮;13.磁体棒;14.蘑菇型剪切器;15.通孔;2.玄武岩纤维载体;21.浮筒;22.混凝土预制块;23.钢丝绳锁;24.锁扣;25.玄武岩纤维片;26.端片;27.短套管;3.空压机;31.进气管;32.卡扣;33.混凝土预制块支架;4.水体表面;5.水底;6.水岸。1. Magnetic swirling air diffuser; 11. Air inlet; 12. Cross impeller; 13. Magnet bar; 14. Mushroom shear; 15. Through hole; 2. Basalt fiber carrier; 21. Float; 22. Concrete Prefabricated block; 23. Wire rope lock; 24. Lock; 25. Basalt fiber piece; 26. End piece; 27. Short sleeve; 3. Air compressor; 31. Intake pipe; 32. Buckle; 33. Concrete prefabrication Block bracket; 4. Water body surface; 5. Water bottom; 6. Water bank.
具体实施方式Detailed ways
下面结合附图以及具体实施例对本实用新型作进一步的说明,但本实用新型的保护范围并不限于此。The utility model will be further described below in conjunction with the accompanying drawings and specific embodiments, but the protection scope of the utility model is not limited thereto.
根据图1,在处理水深为2m的闭锁性水体时,将空压机3设置于闭锁性水岸6上,与置于水底5的磁助旋流散气管1的进气口11通过进气管31相连接,进气管31分为水平段和垂直段,用混凝土预制块制作支架33,大小为15×50cm,将进气管31的水平段用卡扣32固定在混凝土预制块支架33上,然后进气管用内丝弯头连接磁助旋流散气管1,使磁助旋流散气管1处于垂直方向;磁助旋流散气管1包括进气口11、通孔15、十字叶轮旋流器12、蘑菇型切割器14、磁体棒13、磁粉,通孔15连通水体与所述磁助旋流散气管1的内腔,十字叶轮旋流器12与所述蘑菇型切割器14设于磁助旋流散气管1内壁,磁体棒13穿过十字叶轮旋流器12中心、与其固定连接,磁粉喷于所述磁助旋流散气管1内壁。According to Fig. 1, when dealing with a closed water body with a water depth of 2m, the air compressor 3 is arranged on the closed water bank 6, and the air inlet 11 of the magnetic-assisted swirling air diffuser pipe 1 placed at the bottom of the water 5 passes through the air intake pipe 31 connected, the air intake pipe 31 is divided into a horizontal section and a vertical section, and the support 33 is made of a concrete prefabricated block, and the size is 15 × 50cm. The horizontal section of the air intake pipe 31 is fixed on the concrete prefabricated block support 33 with a buckle 32, and then The trachea uses an inner wire elbow to connect the magnetic-assisted swirling air-dispersing pipe 1, so that the magnetic-assisted swirling air-dispersing pipe 1 is in the vertical direction; the magnetic-assisted swirling air-dispersing pipe 1 includes an air inlet 11, a through hole 15, a cross impeller cyclone 12, a mushroom-shaped Cutter 14, magnet rod 13, magnetic powder, and through hole 15 are connected to the inner cavity of the water body and the magnetic-assisted swirling air diffuser 1. On the inner wall, the magnet rod 13 passes through the center of the cross impeller swirler 12 and is fixedly connected with it, and the magnetic powder is sprayed on the inner wall of the magnetic-assisted swirling air diffuser 1 .
在距离上述充氧装置0.3~1.5m处设有微生物载体装置,由包括浮球21、玄武岩纤维载体2、混凝土预制块22,混凝土预制块22置于水底,玄武岩纤维载体2为长条状,两端分别与浮球21和所述混凝土预制块支架3固定连接,使整个玄武岩纤维载体悬浮于水中,玄武岩纤维载体的结构长度0.7~2m,优选地为1.4m;玄武岩纤维载体2包括钢丝绳锁23、锁扣24、玄武岩纤维片25、端片26、短套管27,钢丝绳索23依次穿过锁扣24、端片26、至少一组玄武岩纤维片25、端片26、锁扣24,相邻两组玄武岩纤维片25之间设有短套管27、且固定成一个整体。A microbial carrier device is provided at a distance of 0.3 to 1.5 m from the above-mentioned oxygenation device, which consists of a floating ball 21, a basalt fiber carrier 2, and a concrete prefabricated block 22. The two ends are respectively fixedly connected with the floating ball 21 and the concrete prefabricated block support 3, so that the entire basalt fiber carrier is suspended in the water. The structural length of the basalt fiber carrier is 0.7-2m, preferably 1.4m; the basalt fiber carrier 2 includes a wire rope lock 23. Lock buckle 24, basalt fiber sheet 25, end piece 26, short casing 27, steel wire rope 23 passes through lock buckle 24, end piece 26, at least one group of basalt fiber piece 25, end piece 26, lock buckle 24 in sequence, Short sleeves 27 are arranged between two adjacent groups of basalt fiber sheets 25 and are fixed as a whole.
当系统开始工作时,空压机3将气体通过进气管31压入置于水底的磁助旋流散气管1内,引起磁助旋流散气管1四周压力急剧降低,导致进气口11周边的水体通入磁助旋流散气管1内,沿十字叶轮旋流器12与气体充分掺混后在磁场的作用下向上旋出,形成极为丰富的螺旋气泡流,可对污染的闭锁性水体内部进行充氧;在磁助旋流散气管1内,气体带动水体向上运动,形成气泡流,气泡流依次经十字叶轮旋流器12、蘑菇型切割器14向上旋出并被切割变成小气泡;并且由于磁体棒13与磁粉的存在,磁助旋流散气管1内形成磁场,使氧气在水体中的传质效率增高,从而保证水体中充足的氧气;When the system starts to work, the air compressor 3 presses the gas through the air inlet pipe 31 into the magnetic-assisted swirl-flow diffuser pipe 1 placed at the bottom, causing the pressure around the magnetic-assisted swirl-flow diffuser pipe 1 to drop sharply, resulting in water around the air inlet 11. It is passed into the magnetic-assisted swirl diffuser pipe 1, fully mixed with the gas along the cross impeller swirler 12, and then swirled upward under the action of the magnetic field to form an extremely rich spiral bubble flow, which can fill the polluted closed water body. Oxygen; in the magnetic-aided swirling flow diffuser pipe 1, the gas drives the water body to move upwards to form a bubble flow, and the bubble flow passes through the cross impeller cyclone 12 and the mushroom-shaped cutter 14 in turn and is cut into small bubbles; The existence of the magnet rod 13 and the magnetic powder forms a magnetic field in the magnetic-assisted swirl diffuser tube 1, which increases the mass transfer efficiency of oxygen in the water body, thereby ensuring sufficient oxygen in the water body;
高速旋流的水流将水体底部污泥扬起,在充足的溶解氧环境下,底泥中土著微生物被激活,负载于微生物载体单元并大量繁殖,水体土著微生物活性得到良好改善,载体上微生物降解水体中污染物,同时水体底泥被氧化,消减水体内源污染,从而达到净化水体的目的。The high-speed swirling water lifts up the sludge at the bottom of the water body. In an environment with sufficient dissolved oxygen, the indigenous microorganisms in the bottom sludge are activated, loaded on the microbial carrier unit and reproduce in large numbers, the activity of the indigenous microorganisms in the water body is well improved, and the microorganisms on the carrier are degraded. Pollutants in the water body, while the sediment of the water body is oxidized, reducing the source pollution of the water body, so as to achieve the purpose of purifying the water body.
所述实施例为本实用新型的优选的实施方式,但本实用新型并不限于上述实施方式,在不背离本实用新型的实质内容的情况下,本领域技术人员能够做出的任何显而易见的改进、替换或变型均属于本实用新型的保护范围。Described embodiment is the preferred embodiment of the present utility model, but the present utility model is not limited to above-mentioned embodiment, under the situation of not departing from the essential content of the present utility model, any obvious improvement that those skilled in the art can make , replacement or modification all belong to the protection scope of the present utility model.
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CN110078201A (en) * | 2019-04-29 | 2019-08-02 | 重庆大学 | Source pollution ecology eliminates system in a kind of stereoscopic water body |
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CN104528923B (en) * | 2014-12-25 | 2017-04-05 | 江苏大学 | Water body purification system |
CN110078201A (en) * | 2019-04-29 | 2019-08-02 | 重庆大学 | Source pollution ecology eliminates system in a kind of stereoscopic water body |
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