CN206437986U - A kind of sound, light, ozone coupling handle the device of organic wastewater - Google Patents
A kind of sound, light, ozone coupling handle the device of organic wastewater Download PDFInfo
- Publication number
- CN206437986U CN206437986U CN201720002258.4U CN201720002258U CN206437986U CN 206437986 U CN206437986 U CN 206437986U CN 201720002258 U CN201720002258 U CN 201720002258U CN 206437986 U CN206437986 U CN 206437986U
- Authority
- CN
- China
- Prior art keywords
- ozone
- oxidation
- wastewater
- oxidation reaction
- coupling
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 title claims abstract description 97
- 239000002351 wastewater Substances 0.000 title claims abstract description 90
- 238000005859 coupling reaction Methods 0.000 title claims abstract description 41
- 230000008878 coupling Effects 0.000 title claims abstract description 40
- 238000010168 coupling process Methods 0.000 title claims abstract description 40
- 238000007254 oxidation reaction Methods 0.000 claims abstract description 105
- 230000003647 oxidation Effects 0.000 claims abstract description 48
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 41
- 239000005416 organic matter Substances 0.000 claims abstract description 15
- 239000010453 quartz Substances 0.000 claims description 12
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicon dioxide Inorganic materials O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 12
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims description 8
- 239000001301 oxygen Substances 0.000 claims description 8
- 229910052760 oxygen Inorganic materials 0.000 claims description 8
- 238000005273 aeration Methods 0.000 claims description 7
- 239000007789 gas Substances 0.000 claims description 4
- 230000001590 oxidative effect Effects 0.000 claims description 3
- 239000003708 ampul Substances 0.000 claims 6
- 235000006506 Brasenia schreberi Nutrition 0.000 claims 1
- 230000006378 damage Effects 0.000 claims 1
- 230000003287 optical effect Effects 0.000 claims 1
- 238000005516 engineering process Methods 0.000 abstract description 19
- 230000001105 regulatory effect Effects 0.000 abstract description 14
- 230000000694 effects Effects 0.000 abstract description 8
- 238000004065 wastewater treatment Methods 0.000 abstract description 8
- 229920006395 saturated elastomer Polymers 0.000 abstract description 6
- 239000010815 organic waste Substances 0.000 abstract description 3
- 230000007246 mechanism Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 13
- 230000008569 process Effects 0.000 description 11
- HEMHJVSKTPXQMS-UHFFFAOYSA-M sodium hydroxide Inorganic materials [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 description 11
- 239000000126 substance Substances 0.000 description 10
- 239000002253 acid Substances 0.000 description 4
- 230000007613 environmental effect Effects 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000010865 sewage Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000012028 Fenton's reagent Substances 0.000 description 2
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 description 2
- QAOWNCQODCNURD-UHFFFAOYSA-N Sulfuric acid Chemical compound OS(O)(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-N 0.000 description 2
- 230000001151 other effect Effects 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- GRYLNZFGIOXLOG-UHFFFAOYSA-N Nitric acid Chemical compound O[N+]([O-])=O GRYLNZFGIOXLOG-UHFFFAOYSA-N 0.000 description 1
- 206010035148 Plague Diseases 0.000 description 1
- 241000607479 Yersinia pestis Species 0.000 description 1
- 238000003915 air pollution Methods 0.000 description 1
- 239000012080 ambient air Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000033558 biomineral tissue development Effects 0.000 description 1
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 230000001808 coupling effect Effects 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000006056 electrooxidation reaction Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000002920 hazardous waste Substances 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000007791 liquid phase Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229910017604 nitric acid Inorganic materials 0.000 description 1
- 230000001699 photocatalysis Effects 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 229910000029 sodium carbonate Inorganic materials 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 231100000331 toxic Toxicity 0.000 description 1
- 230000002588 toxic effect Effects 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Landscapes
- Treatment Of Water By Oxidation Or Reduction (AREA)
- Physical Water Treatments (AREA)
Abstract
本实用新型涉及一种声、光、臭氧耦合处理有机废水的装置,该装置包括:用于调节废水pH值的废水调节池;用于预氧化废水中小分子有机物和破坏大分子有机物、并使废水中的臭氧达到饱和浓度的臭氧预氧化反应系统;用于超声波、臭氧、紫外光耦合氧化废水、大幅度降低废水中有机物浓度、实现深度氧化处理废水目标的耦合氧化反应系统;清水池;所述废水调节池、臭氧预氧化反应系统、超声波‑紫外光‑臭氧耦合氧化反应系统和清水池由左向右依次连接设置。该装置采用超声波氧化、臭氧氧化、紫外光氧化耦合作用机制,内置超声波振板,将三种高级氧化技术协同用于处理高浓度、难降解的工业有机废水,提高处理效果,保障企业废水处理达到新排放标准要求。
The utility model relates to a device for treating organic waste water coupled with sound, light and ozone. The device comprises: a waste water regulating pool for adjusting the pH value of waste water; The ozone pre-oxidation reaction system in which the ozone in the water reaches a saturated concentration; the coupling oxidation reaction system used for ultrasonic, ozone, and ultraviolet light coupling oxidation of wastewater, greatly reducing the concentration of organic matter in wastewater, and achieving the goal of deep oxidation treatment of wastewater; clear water pool; The wastewater regulating pool, ozone pre-oxidation reaction system, ultrasonic-ultraviolet-ozone coupling oxidation reaction system and clean water pool are connected in sequence from left to right. The device adopts the coupling mechanism of ultrasonic oxidation, ozone oxidation, and ultraviolet light oxidation, and has a built-in ultrasonic vibration plate. The three advanced oxidation technologies are used in conjunction with the treatment of high-concentration and refractory industrial organic wastewater to improve the treatment effect and ensure that the wastewater treatment of enterprises reaches New emission standard requirements.
Description
技术领域technical field
本实用新型属于废水处理技术领域,具体涉及一种声、光、臭氧耦合处理有机废水的装置,本实用新型特别适合用于生物难降解、浓度高的有机废水处理。The utility model belongs to the technical field of waste water treatment, and in particular relates to a device for coupling treatment of organic waste water with sound, light and ozone.
背景技术Background technique
工业生产中排放的有机废水处理一直是困扰企业的环保难题,也是水污染控制的技术难题,现有的工业化技术主要有芬顿类试剂氧化、臭氧氧化、电化学氧化等。其中,芬顿类试剂氧化是应用最广泛的一种技术,主要是因为该技术初期投资费用低,但是在运营期间需要投加大量的药剂,运行费用较高,而且还会产生大量的污泥,此类污泥含有有害物质需参照危废进行管理和处置,又进一步增加了企业运行成本,另外,随着全社会对环保的日益重视,企业污水处理提标改造势在必行,很多地方政府已经要求企业提高污水处理排放标准,仅使用芬顿类试剂氧化的技术处理废水并不能满足新的排放标准要求,因此急需开发新的技术来解决这一难题。The treatment of organic wastewater discharged in industrial production has always been an environmental protection problem that plagues enterprises, and it is also a technical problem in water pollution control. The existing industrialization technologies mainly include Fenton reagent oxidation, ozone oxidation, electrochemical oxidation, etc. Among them, the oxidation of Fenton reagents is the most widely used technology, mainly because the initial investment cost of this technology is low, but a large amount of chemicals need to be added during the operation period, the operation cost is high, and a large amount of sludge will be generated , this kind of sludge contains harmful substances and needs to be managed and disposed of in accordance with hazardous waste, which further increases the operating cost of the enterprise. In addition, as the whole society pays more and more attention to environmental protection, it is imperative to upgrade the sewage treatment standard of enterprises. Many places The government has required enterprises to improve the discharge standards of sewage treatment. Only using Fenton reagent oxidation technology to treat wastewater cannot meet the requirements of the new discharge standards. Therefore, it is urgent to develop new technologies to solve this problem.
臭氧氧化作为一种高级氧化技术,在给水处理中使用较多,近些年逐渐应用在废水处理领域,取得了较好的效果,但是该技术易受到各种客观条件影响,造成臭氧的利用率低,投加量远远大于理论需要量,导致运行成本升高并有大量的剩余臭氧排入大气污染环境空气。限制了该技术的推广应用。As an advanced oxidation technology, ozone oxidation is widely used in water treatment. In recent years, it has been gradually applied in the field of wastewater treatment and achieved good results. However, this technology is easily affected by various objective conditions, resulting in the utilization rate of ozone. Low, the dosage is far greater than the theoretical requirement, resulting in higher operating costs and a large amount of residual ozone discharged into the atmosphere to pollute the ambient air. The popularization and application of this technology is limited.
超声波氧化技术集高级氧化、焚烧、超临界氧化于一体,具有操作简单方便、无二次污染等优点,但是氧化效率较低,尤其是单独使用超声波氧化技术处理污水很难达到理想的处理效果,因此,该技术通常与其他高级氧化技术耦合作用,能够处理多种工业有机废水。Ultrasonic oxidation technology integrates advanced oxidation, incineration, and supercritical oxidation. It has the advantages of simple and convenient operation and no secondary pollution, but the oxidation efficiency is low. Therefore, this technology is usually coupled with other advanced oxidation technologies to treat a variety of industrial organic wastewater.
工业废水成分复杂,污染物种类较多, 单独使用某一种技术很难达到理想的处理效果,无法满足越来越高的环保排放标准要求,因此,多项技术联合研究被关注,已有文献报道用超声波、臭氧和紫外光协同处理有机废水的工艺和装置,处理效果要比单一技术有所提高,但是并不显著;另外,臭氧利用率较低,剩余臭氧排空也会带来大气污染问题;第三,在较厚的反应器壁外置超声波振子也降低了超声波的空化等作用,损失大量声能量。由于上述问题使得该联合处理方法协同处理效率大大降低,不能真正发挥三种技术耦合的作用。The composition of industrial wastewater is complex and there are many types of pollutants. It is difficult to achieve the ideal treatment effect by using a certain technology alone, and it cannot meet the increasingly high environmental protection discharge standards. Therefore, joint research on multiple technologies has attracted attention. It is reported that the process and device for co-treating organic wastewater with ultrasonic wave, ozone and ultraviolet light can improve the treatment effect compared with a single technology, but not significantly; in addition, the utilization rate of ozone is low, and the emptying of residual ozone will also bring air pollution Problem; third, the external ultrasonic vibrator on the thicker reactor wall also reduces the cavitation and other effects of ultrasonic waves, and loses a lot of acoustic energy. Due to the above problems, the cooperative processing efficiency of the joint processing method is greatly reduced, and the coupling effect of the three technologies cannot be truly played.
实用新型内容Utility model content
本实用新型的目的是为了解决上述现有技术的不足,提出一种声、光、臭氧耦合处理有机废水的装置,该装置采用超声波氧化、臭氧氧化、紫外光氧化耦合作用机制,内置超声波振板,将三种高级氧化技术协同用于处理高浓度、难降解的工业有机废水,并采用臭氧循环氧化技术提高臭氧利用率,减少臭氧的排放,降低工业有机废水处理费用,提高处理效果,保障企业废水处理达到新排放标准要求,减轻企业环保压力,保护生态环境。The purpose of this utility model is to solve the above-mentioned deficiencies in the prior art, and propose a device for coupling treatment of organic wastewater with sound, light and ozone. , using three advanced oxidation technologies to treat high-concentration, refractory industrial organic wastewater, and using ozone cycle oxidation technology to improve ozone utilization, reduce ozone emissions, reduce industrial organic wastewater treatment costs, improve treatment effects, and protect enterprises Wastewater treatment meets the requirements of the new discharge standards, reducing the environmental protection pressure of enterprises and protecting the ecological environment.
本实用新型是通过以下技术方案实现的:一种声、光及臭氧耦合处理有机废水的装置,该装置包括:The utility model is realized through the following technical solutions: a device for coupling treatment of organic waste water with sound, light and ozone, the device includes:
用于调节废水pH值的废水调节池;Wastewater adjustment tanks for adjusting the pH value of wastewater;
用于预氧化废水中小分子有机物和破坏大分子有机物、并使废水中的臭氧达到饱和浓度的臭氧预氧化反应系统;Ozone pre-oxidation reaction system used to pre-oxidize small molecular organic matter and destroy macromolecular organic matter in wastewater, and make ozone in wastewater reach saturation concentration;
用于超声波、臭氧、紫外光耦合氧化废水、大幅度降低废水中有机物浓度、实现深度氧化处理废水目标的耦合氧化反应系统;A coupled oxidation reaction system for ultrasonic, ozone, and ultraviolet light coupling oxidation of wastewater, greatly reducing the concentration of organic matter in wastewater, and achieving the goal of deep oxidation treatment of wastewater;
清水池;Clean water tank;
所述废水调节池、臭氧预氧化反应系统、超声波-紫外光-臭氧耦合氧化反应系统和清水池由左向右依次连接设置。The wastewater regulating pool, the ozone pre-oxidation reaction system, the ultrasonic-ultraviolet light-ozone coupled oxidation reaction system and the clear water pool are arranged sequentially from left to right.
本实用新型提供的技术方案有以下优点:The technical solution provided by the utility model has the following advantages:
(1)、本实用新型采用臭氧、紫外光、超声波耦合氧化作用处理有机废水,能够彻底将有机物矿化,尤其是生物难降解的有毒有害有机物,显著增强三种氧化技术联合处理有机废水的效率。(1) The utility model uses ozone, ultraviolet light, and ultrasonic coupling oxidation to treat organic wastewater, which can completely mineralize organic matter, especially toxic and harmful organic matter that is biodegradable, and significantly enhances the efficiency of the combined treatment of organic wastewater by three oxidation technologies .
(2)、本实用新型在工艺前端设置了废水调节池和臭氧预氧化工序,能够保证后续耦合氧化工艺的处理效果,进一步提升处理效率。(2) The utility model is equipped with a wastewater regulating pool and an ozone pre-oxidation process at the front end of the process, which can ensure the treatment effect of the subsequent coupling oxidation process and further improve the treatment efficiency.
(3)、废水调节池具有缓冲池和蓄水池的功能,既可以调节pH值,也可以调节废水流量,使得后续工艺进水水量、水质稳定。(3) The wastewater regulating tank has the functions of a buffer pool and a water storage tank, which can not only adjust the pH value, but also adjust the wastewater flow rate, so that the subsequent process influent water volume and water quality are stable.
(4)、臭氧预氧化工艺,能够分解和破坏一部分有机物,使得废水臭氧浓度饱和,剩余臭氧循环进入耦合反应池,有利于耦合氧化反应,能够提高臭氧利用率和减少臭氧排放对大气的污染。(4) The ozone pre-oxidation process can decompose and destroy some organic matter, so that the concentration of ozone in the wastewater is saturated, and the remaining ozone circulates into the coupling reaction pool, which is beneficial to the coupling oxidation reaction, can improve the utilization rate of ozone and reduce the pollution of ozone emission to the atmosphere.
(5)、耦合氧化反应池设置为六棱柱体结构,六个侧面的内测安装超声波振板,能加快臭氧液相传质速率,提高气液界面能量和物质交换,减少声能量损失,提高超声波空化等作用,辅以紫外光照射,从而产生更多的空穴或羟基自由基参与氧化反应,提高有机物矿化能力和效率。(5) The coupled oxidation reaction pool is set in a hexagonal prism structure, and ultrasonic vibrating plates are installed on the six sides, which can speed up the mass transfer rate of the ozone liquid phase, improve the energy and material exchange at the gas-liquid interface, reduce the loss of acoustic energy, and improve Ultrasonic cavitation and other effects, supplemented by ultraviolet light irradiation, thereby generating more holes or hydroxyl radicals to participate in oxidation reactions, improving the mineralization capacity and efficiency of organic matter.
(6)、本实用新型工艺简单,不产生二次污染,占地空间小,可以安装到生产车间直接处理工艺废水,也可以设置在污水处理站内,进行综合废水处理。(6) The utility model has a simple process, does not produce secondary pollution, and occupies a small space. It can be installed in the production workshop to directly treat process wastewater, or it can be installed in a sewage treatment station for comprehensive wastewater treatment.
(7)、本实用新型工艺与装置采用超声波氧化、光催化氧化、臭氧氧化耦合作用机制,提高强氧化性羟基自由基的产率,同时利用臭氧预氧化和循环氧化作用,提高臭氧利用率。(7) The process and device of this utility model adopts the coupling mechanism of ultrasonic oxidation, photocatalytic oxidation, and ozone oxidation to increase the yield of strong oxidizing hydroxyl radicals, and at the same time utilizes ozone pre-oxidation and cyclic oxidation to improve the utilization rate of ozone.
附图说明Description of drawings
图1是本实用新型一种声、光、臭氧耦合处理有机废水的装置结构框图。Fig. 1 is a structural block diagram of a device for coupling treatment of organic wastewater with sound, light and ozone according to the utility model.
图2是本实用新型一种声、光、臭氧耦合处理有机废水的装置结构示意图。Fig. 2 is a structural schematic diagram of a device for coupling treatment of organic wastewater with sound, light and ozone according to the present invention.
图3是利用本实用新型工艺处理某染料中间体生产企业排放的化工废水时,废水化学需氧量随着不同停留时间的变化趋势图。Fig. 3 is a trend diagram of the chemical oxygen demand of the wastewater with different residence times when the process of the utility model is used to treat the chemical wastewater discharged by a dye intermediate production enterprise.
具体实施方式detailed description
为使本实用新型的目的、技术方案和优点更加清楚,下面结合附图对本实用新型实施方式作进一步地详细描述。In order to make the purpose, technical solutions and advantages of the present utility model clearer, the implementation of the present utility model will be further described in detail below in conjunction with the accompanying drawings.
如图1所示:一种声、光及臭氧耦合处理有机废水的装置,该装置包括:As shown in Figure 1: a device for coupling treatment of organic wastewater with sound, light and ozone, the device includes:
用于调节废水pH值的废水调节池a;A wastewater regulating tank a for adjusting the pH value of wastewater;
用于预氧化废水中小分子有机物和破坏大分子有机物、并使废水中的臭氧达到饱和浓度的臭氧预氧化反应系统b;Ozone pre-oxidation reaction system b used to pre-oxidize small molecular organic matter and destroy macromolecular organic matter in wastewater, and make ozone in wastewater reach a saturated concentration;
用于超声波、臭氧、紫外光耦合氧化废水、大幅度降低废水中有机物浓度、实现深度氧化处理废水目标的耦合氧化反应系统c;A coupled oxidation reaction system c used for coupling oxidation of wastewater with ultrasonic waves, ozone, and ultraviolet light, greatly reducing the concentration of organic matter in wastewater, and achieving the goal of deep oxidation treatment of wastewater;
清水池d;clean water pool d;
所述废水调节池a、臭氧预氧化反应系统b、超声波-紫外光-臭氧耦合氧化反应系统c和清水池d由左向右依次连接设置。The wastewater regulating pool a, the ozone pre-oxidation reaction system b, the ultrasonic-ultraviolet light-ozone coupled oxidation reaction system c, and the clean water pool d are arranged sequentially from left to right.
使用上述装置处理废水的方法包括以下步骤:The method for using the above-mentioned device to treat waste water comprises the following steps:
1)、废水排入废水调节池a后用碱液或酸液调节pH在4-6之间,废水池a中调节好pH的废水经过水泵送入臭氧预氧化反应系统b;1) After the wastewater is discharged into the wastewater adjustment tank a, the pH is adjusted between 4-6 with lye or acid solution, and the pH-adjusted wastewater in the wastewater tank a is pumped into the ozone pre-oxidation reaction system b;
2)、开启臭氧发生器,调节臭氧发生量为5g/h-15g/h,臭氧预氧化反应系统b内的废水经过臭氧预氧化后臭氧达到饱和浓度,然后泵入耦合氧化反应系统c;2) Turn on the ozone generator, adjust the amount of ozone generated to 5g/h-15g/h, the wastewater in the ozone pre-oxidation reaction system b will reach the saturation concentration after ozone pre-oxidation, and then pump it into the coupled oxidation reaction system c;
3)、臭氧预氧化反应系统b内剩余的臭氧从顶部排空管线排入耦合氧化反应系统c,开启超声波发生器电源和紫外灯电源,使得臭氧氧化、超声波氧化和紫外光氧化耦合氧化处理废水,停留时间根据废水处理效果确定,废水达到处理效果后通过阀门排放到清水池d。3) The remaining ozone in the ozone pre-oxidation reaction system b is discharged from the top evacuation pipeline into the coupling oxidation reaction system c, and the power supply of the ultrasonic generator and the ultraviolet lamp are turned on, so that the ozone oxidation, ultrasonic oxidation and ultraviolet light oxidation are coupled to oxidize the wastewater , the residence time is determined according to the wastewater treatment effect, and after the wastewater reaches the treatment effect, it is discharged to the clear water pool through the valve d.
如图2所示:所述废水调节池a主要用于调节废水pH值,从废水调节池a的顶端加入酸液或者碱液,所用的酸液为5-20%浓度的硝酸或者5-20%浓度的硫酸,所用的碱液为10-20%的氢氧化钠或者5-20%的浓度的碳酸钠。废水调节池a的左侧面上端设置一个第一进水口a1,右侧面下端设置第一出水口a2,第一出水口a2依次连接第一阀门a3、第一增压泵a4,第一增压泵a4的出水口通过管线依次与第一流量计a5、臭氧预氧化反应系统b的第二进水口b1连接。As shown in Figure 2: the waste water regulating tank a is mainly used to adjust the pH value of waste water, acid solution or lye is added from the top of the waste water regulating tank a, and the acid solution used is nitric acid of 5-20% concentration or 5-20% % concentration of sulfuric acid, the lye used is 10-20% sodium hydroxide or 5-20% concentration of sodium carbonate. A first water inlet a1 is set on the upper end of the left side of the waste water regulating tank a, and a first water outlet a2 is set on the lower end of the right side. The first water outlet a2 is connected to the first valve a3 and the first booster pump a4 in sequence. The water outlet of the pressure pump a4 is sequentially connected with the first flow meter a5 and the second water inlet b1 of the ozone pre-oxidation reaction system b through pipelines.
所述臭氧预氧化反应系统b主要用于预氧化废水中小分子有机物和破坏大分子有机物,并使废水中的臭氧达到饱和浓度;包括臭氧发生器b2和臭氧预氧化反应罐b3,臭氧发生器b2为市售的任何一种臭氧产生量能够达到15g/h的臭氧发生器,臭氧预氧化反应罐b3是一个密封的反应器,臭氧预氧化反应罐b3的底部装有一个第一盘式曝气管b4,臭氧发生器b2通过管线依次连接第一逆止阀b5、第一盘式曝气管b4;臭氧预氧化反应罐b3的顶部留有排空口b6,排空口b6通过管线依次连接第二阀门b7、气体增压泵b8、第二逆止阀b9、耦合氧化反应池c1;臭氧预氧化反应罐b3的左侧上端设置有第二进水口b1,第二进水口b1通过管线依次与第一流量计a5、第一增压泵a4连接。臭氧预氧化反应罐b3的右侧中下部设置第二出水口b10,第二出水口b10通过管线依次与第三阀门b11、第二增压泵b12、第三逆止阀b13连接。The ozone pre-oxidation reaction system b is mainly used for pre-oxidizing small molecular organic matter and destroying macromolecular organic matter in waste water, and making the ozone in the waste water reach a saturated concentration; including ozone generator b2 and ozone pre-oxidation reaction tank b3, ozone generator b2 It is any commercially available ozone generator that can produce 15g/h of ozone. The ozone pre-oxidation reaction tank b3 is a sealed reactor, and the bottom of the ozone pre-oxidation reaction tank b3 is equipped with a first disc aeration The pipe b4 and the ozone generator b2 are sequentially connected to the first check valve b5 and the first disc aeration pipe b4 through the pipeline; the top of the ozone pre-oxidation reaction tank b3 has an emptying port b6, and the emptying port b6 is connected in sequence through the pipeline The second valve b7, the gas booster pump b8, the second check valve b9, the coupling oxidation reaction tank c1; the upper left end of the ozone pre-oxidation reaction tank b3 is provided with a second water inlet b1, and the second water inlet b1 passes through the pipeline in sequence It is connected with the first flow meter a5 and the first booster pump a4. A second water outlet b10 is provided at the middle and lower part of the right side of the ozone pre-oxidation reaction tank b3, and the second water outlet b10 is connected to the third valve b11, the second booster pump b12, and the third check valve b13 in sequence through pipelines.
所述耦合氧化反应系统c主要用于超声波、臭氧、紫外光耦合氧化废水,大幅度降低废水中有机物浓度,实现深度氧化处理废水的目标;包括耦合氧化反应池c1、超声波发生器c2、超声波振板c3、紫外灯c4、紫外灯电源c5和石英管c6;所述耦合氧化反应池c1的池体c7是一个六棱柱体,池体c7有六个侧面,超声波振板c3安装到池体c7的内侧面,超声波振板c3不能小于内侧面面积的1/5,六个侧面都设置有超声波振板c3,所述超声波振板c3通过第一导线c12与超声波发生器c2连接;所述超声波发生器c2选用频率40KHz以上、功率与超声波振板的功率匹配的市售的任何一种超声波发生器;所述耦合氧化反应池c1的中心设置一个石英管c6,石英管c6是一端开口的中空管,石英管c6通过池体顶部的固定支架c8固定,石英管c6的开口端朝上,紫外灯c4插入石英管c6腔体内部通过第二导线c9与紫外灯电源c5连接;所述耦合氧化反应池c1的底部安装有第二盘式曝气管c12;所述耦合氧化反应池c1池体c7的一个侧面设置由第三出水口c10,清水池d通过管线与第三出水口c10连接,在第三出水口c10和清水池d之间设置有第四阀门c11,打开第四阀门c11,处理后的废水通过第三出水口c10排入清水池d。The coupling oxidation reaction system c is mainly used for ultrasonic wave, ozone, ultraviolet light coupling oxidation wastewater, greatly reducing the concentration of organic matter in wastewater, and realizing the goal of deep oxidation treatment of wastewater; including coupling oxidation reaction pool c1, ultrasonic generator c2, ultrasonic vibration Plate c3, ultraviolet lamp c4, ultraviolet lamp power supply c5 and quartz tube c6; the pool body c7 of the coupling oxidation reaction pool c1 is a hexagonal prism, the pool body c7 has six sides, and the ultrasonic vibrating plate c3 is installed on the pool body c7 The inner surface of the ultrasonic vibrating plate c3 cannot be less than 1/5 of the area of the inner surface, and the six sides are all provided with an ultrasonic vibrating plate c3, and the ultrasonic vibrating plate c3 is connected to the ultrasonic generator c2 through the first wire c12; The generator c2 selects any commercially available ultrasonic generator whose frequency is above 40KHz and whose power matches the power of the ultrasonic vibrating plate; a quartz tube c6 is arranged in the center of the coupling oxidation reaction pool c1, and the quartz tube c6 is a center with an opening at one end. Empty tube, the quartz tube c6 is fixed by the fixed bracket c8 on the top of the pool body, the open end of the quartz tube c6 faces upwards, the ultraviolet lamp c4 is inserted into the cavity of the quartz tube c6 and connected to the ultraviolet lamp power supply c5 through the second wire c9; the coupling A second disc aeration pipe c12 is installed at the bottom of the oxidation reaction tank c1; one side of the body c7 of the coupled oxidation reaction tank c1 is provided with a third water outlet c10, and the clean water tank d is connected to the third water outlet c10 through a pipeline , A fourth valve c11 is set between the third water outlet c10 and the clean water pool d, the fourth valve c11 is opened, and the treated waste water is discharged into the clean water pool d through the third water outlet c10.
以某染料中间体生产企业排放的化工废水处理为例,具体介绍本实用新型废水处理工艺。某染料中间体生产企业排放的化工废水排入废水调节池a,用酸液和碱液该废水的调节pH为4.62,然后开启第一阀门a3和第一增压泵a4,用第一流量计a5自带的调节阀调节废水流量在1.0L/min-20.0L/min,废水调节池a中调节好pH的废水经过第一增压泵a4送入臭氧预氧化反应系统b的臭氧预氧化反应罐b1,开启臭氧发生器b2的电源按钮b14,通过臭氧发生器b2的流量调节阀b15调控臭氧输出量为5g/h-15g/h,输出的臭氧气体通过臭氧预氧化反应罐b1底部布设的第一盘式曝气管b4进入臭氧预氧化反应罐b1,臭氧与废水在臭氧预氧化反应罐b1内发生氧化反应并使臭氧达到饱和浓度,废水在臭氧预氧化反应罐b1停留时间控制在2小时-4小时后,开启第三阀门b11、第三逆止阀b13和第二增压泵b12,臭氧饱和的废水被泵入耦合氧化反应池c1,再开启第三阀门b11同时开启第二阀门b7、第二逆止阀b9和气体增压泵b8,臭氧预氧化反应罐b1内剩余的臭氧从顶部排空口b6排入耦合氧化反应池c1,开启超声波发生器c2电源和紫外灯电源c5,在耦合氧化反应池c1内,使得臭氧氧化、超声波氧化和紫外光氧化耦合氧化处理废水,不同停留时间取样检测废水的化学需氧量,结果如图3所示,停留1小时废水的化学需氧量去除62%,停留2小时废水的化学需氧量去除81.5%,停留3小时废水的化学需氧量去除95.2%,停留4小时废水的化学需氧量去除99.6%,废水的化学需氧量由9100mg/L降低到36.4mg/L,达到污水处理一级A排放标准。废水达到处理效果后通过第四阀门c11排放到清水池d。Taking the treatment of chemical wastewater discharged by a dye intermediate production enterprise as an example, the wastewater treatment process of the utility model is introduced in detail. The chemical wastewater discharged by a dye intermediate production enterprise is discharged into the wastewater regulating pool a, and the pH of the wastewater is adjusted to 4.62 with acid and lye, and then the first valve a3 and the first booster pump a4 are opened, and the first flowmeter is used to The regulating valve that comes with a5 adjusts the waste water flow rate at 1.0L/min-20.0L/min, and the pH-adjusted waste water in the waste water regulating tank a is sent to the ozone pre-oxidation reaction system b through the first booster pump a4 Tank b1, turn on the power button b14 of the ozone generator b2, adjust the ozone output to 5g/h-15g/h through the flow regulating valve b15 of the ozone generator b2, and the output ozone gas passes through the bottom of the ozone pre-oxidation reaction tank b1 The first disc aeration pipe b4 enters the ozone pre-oxidation reaction tank b1, and the ozone and wastewater undergo an oxidation reaction in the ozone pre-oxidation reaction tank b1 to make the ozone reach a saturated concentration. The residence time of the wastewater in the ozone pre-oxidation reaction tank b1 is controlled at 2 Hours to 4 hours later, open the third valve b11, the third check valve b13 and the second booster pump b12, the ozone-saturated wastewater is pumped into the coupled oxidation reaction tank c1, and then open the third valve b11 and open the second valve at the same time b7, the second check valve b9 and the gas booster pump b8, the remaining ozone in the ozone pre-oxidation reaction tank b1 is discharged into the coupling oxidation reaction tank c1 from the top exhaust port b6, and the ultrasonic generator c2 power supply and the ultraviolet lamp power supply c5 are turned on , in the coupled oxidation reaction pool c1, ozone oxidation, ultrasonic oxidation, and ultraviolet light oxidation are used to couple and oxidize the wastewater, and samples are taken at different residence times to detect the chemical oxygen demand of the wastewater. The results are shown in Figure 3. 62% of the oxygen content is removed, 81.5% of the chemical oxygen demand of the waste water is removed for 2 hours, 95.2% of the chemical oxygen demand of the waste water is removed for 3 hours, and 99.6% of the chemical oxygen demand of the waste water is removed for 4 hours. The amount is reduced from 9100mg/L to 36.4mg/L, reaching the first-class A discharge standard of sewage treatment. After the wastewater reaches the treatment effect, it is discharged to the clear water pool d through the fourth valve c11.
以上所述,仅为本实用新型较佳的具体实施方式,但本实用新型的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本实用新型揭露的技术范围内,可轻易想到的变化或替换,都应涵盖在本实用新型的保护范围之内。因此,本实用新型的保护范围应该以权利要求的保护范围为准。The above is only a preferred embodiment of the utility model, but the scope of protection of the utility model is not limited thereto, and any person familiar with the technical field can easily think of All changes or replacements should fall within the protection scope of the present utility model. Therefore, the protection scope of the present utility model should be based on the protection scope of the claims.
Claims (4)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720002258.4U CN206437986U (en) | 2017-01-03 | 2017-01-03 | A kind of sound, light, ozone coupling handle the device of organic wastewater |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720002258.4U CN206437986U (en) | 2017-01-03 | 2017-01-03 | A kind of sound, light, ozone coupling handle the device of organic wastewater |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206437986U true CN206437986U (en) | 2017-08-25 |
Family
ID=59642241
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720002258.4U Active CN206437986U (en) | 2017-01-03 | 2017-01-03 | A kind of sound, light, ozone coupling handle the device of organic wastewater |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206437986U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106517619A (en) * | 2017-01-03 | 2017-03-22 | 吉林师范大学 | Device and method for treating organic wastewater by sound, light and ozone coupling |
CN108217909A (en) * | 2018-03-13 | 2018-06-29 | 长沙紫宸科技开发有限公司 | It is a kind of danger waste water it is subcritical/supercritical catalyst oxidator |
CN108358363A (en) * | 2018-03-30 | 2018-08-03 | 许欠欠 | A kind of deep treatment method of organic sewage with high salt |
CN114516691A (en) * | 2020-11-19 | 2022-05-20 | 重庆力德高端水处理设备研发有限公司 | Photocatalytic oxidation reaction device |
-
2017
- 2017-01-03 CN CN201720002258.4U patent/CN206437986U/en active Active
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106517619A (en) * | 2017-01-03 | 2017-03-22 | 吉林师范大学 | Device and method for treating organic wastewater by sound, light and ozone coupling |
CN106517619B (en) * | 2017-01-03 | 2024-08-09 | 吉林师范大学 | Device and method for treating organic wastewater by coupling sound, light and ozone |
CN108217909A (en) * | 2018-03-13 | 2018-06-29 | 长沙紫宸科技开发有限公司 | It is a kind of danger waste water it is subcritical/supercritical catalyst oxidator |
CN108217909B (en) * | 2018-03-13 | 2023-10-27 | 长沙紫宸科技开发有限公司 | Subcritical/supercritical catalytic oxidizer for dangerous wastewater |
CN108358363A (en) * | 2018-03-30 | 2018-08-03 | 许欠欠 | A kind of deep treatment method of organic sewage with high salt |
CN114516691A (en) * | 2020-11-19 | 2022-05-20 | 重庆力德高端水处理设备研发有限公司 | Photocatalytic oxidation reaction device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102730906B (en) | Combined apparatus for advanced treatment of high concentration organic waste water | |
CN102863110B (en) | Device and method for integrally treating refractory organic wastewater | |
CN206437986U (en) | A kind of sound, light, ozone coupling handle the device of organic wastewater | |
CN106517619A (en) | Device and method for treating organic wastewater by sound, light and ozone coupling | |
CN205740430U (en) | The device of Ultrasound-assisted photocatalytic degradation organic wastewater | |
CN203048653U (en) | Equipment for efficiently processing refractory organic wastewater | |
CN104843918B (en) | One kind is using low-temperature plasma synergistic TiO2Method and device of the treatment containing malachite green wastewater | |
CN101915686B (en) | Ultrasonic atomization high-voltage discharging and ozone-ultraviolet combined oxidization digestion device | |
CN107364924A (en) | The deep water treatment device that a kind of integrated photocatalysis, vacuum-ultraviolet light and ozone oxidation are integrated | |
CN104445807B (en) | A kind of wastewater treatment equipment and its treatment process containing methyl diethanolamine | |
CN110156143A (en) | A UV photocatalytic/microbubble ozonation wastewater advanced treatment system | |
CN110228898A (en) | A kind of technique of catalytic ozonation-MBR Combined Treatment coal chemical industrial waste water | |
CN106824146A (en) | The method that dielectric barrier discharge activation persulfate cooperates with regenerated carbon | |
CN203855437U (en) | Submerged photo-catalytic reactor | |
CN105712572A (en) | Method for treating preserved fruit wastewater on basis of membrane integration technologies | |
CN101838075A (en) | Process for effectively treating organophosphorus pesticide wastewater | |
CN206985779U (en) | A kind of percussion flow photocatalysis membrana separator | |
CN103214133B (en) | Graphene sewage purification combined device and sewage purification method thereof | |
CN110482787A (en) | A kind of wastewater biochemical system for handling excess sludge reduction system and method | |
CN211570200U (en) | Electrocatalytic oxidation device | |
CN214990446U (en) | Ceramic flat membrane ultrafiltration device with ozone catalysis function | |
CN204981495U (en) | High -concentration organic wastewater treatment device | |
CN211813791U (en) | Organic waste water photocatalysis processing apparatus | |
CN210261474U (en) | Sewage ozone catalytic oxidation advanced treatment unit | |
CN115784371B (en) | Device, system and method for degrading wastewater by ultrasonic coupling rotational flow |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |