CN111995169A - Novel treatment device and treatment method for pharmaceutical wastewater - Google Patents
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- 239000002351 wastewater Substances 0.000 title claims abstract description 45
- 238000000034 method Methods 0.000 title claims abstract description 28
- 239000012528 membrane Substances 0.000 claims abstract description 39
- FHHJDRFHHWUPDG-UHFFFAOYSA-L peroxysulfate(2-) Chemical compound [O-]OS([O-])(=O)=O FHHJDRFHHWUPDG-UHFFFAOYSA-L 0.000 claims abstract description 30
- 238000004062 sedimentation Methods 0.000 claims abstract description 17
- 239000000701 coagulant Substances 0.000 claims abstract description 9
- 230000003647 oxidation Effects 0.000 claims description 20
- 238000007254 oxidation reaction Methods 0.000 claims description 20
- 239000010802 sludge Substances 0.000 claims description 20
- 238000009280 upflow anaerobic sludge blanket technology Methods 0.000 claims description 12
- 238000005273 aeration Methods 0.000 claims description 8
- 230000014759 maintenance of location Effects 0.000 claims description 8
- 229920002401 polyacrylamide Polymers 0.000 claims description 6
- 238000006243 chemical reaction Methods 0.000 claims description 5
- 230000004907 flux Effects 0.000 claims description 4
- 238000003756 stirring Methods 0.000 claims description 4
- 239000004698 Polyethylene Substances 0.000 claims description 3
- 230000003115 biocidal effect Effects 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- -1 polyethylene Polymers 0.000 claims description 3
- 229920000573 polyethylene Polymers 0.000 claims description 3
- 238000011144 upstream manufacturing Methods 0.000 claims description 3
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 claims description 2
- 239000000969 carrier Substances 0.000 claims description 2
- 230000000813 microbial effect Effects 0.000 claims description 2
- 238000007599 discharging Methods 0.000 claims 1
- 238000005286 illumination Methods 0.000 claims 1
- 241000195493 Cryptophyta Species 0.000 abstract description 4
- 230000009471 action Effects 0.000 abstract description 3
- 238000010525 oxidative degradation reaction Methods 0.000 abstract description 3
- 239000010865 sewage Substances 0.000 abstract description 2
- 230000003311 flocculating effect Effects 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 20
- 239000010826 pharmaceutical waste Substances 0.000 description 8
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 230000036541 health Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 239000000725 suspension Substances 0.000 description 3
- 238000004065 wastewater treatment Methods 0.000 description 3
- 241000282414 Homo sapiens Species 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 2
- 239000004098 Tetracycline Substances 0.000 description 2
- 230000000052 comparative effect Effects 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 239000010842 industrial wastewater Substances 0.000 description 2
- 238000011081 inoculation Methods 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- 229910052698 phosphorus Inorganic materials 0.000 description 2
- 239000011574 phosphorus Substances 0.000 description 2
- 229960002180 tetracycline Drugs 0.000 description 2
- 229930101283 tetracycline Natural products 0.000 description 2
- 235000019364 tetracycline Nutrition 0.000 description 2
- 150000003522 tetracyclines Chemical class 0.000 description 2
- 150000003952 β-lactams Chemical class 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- MYMOFIZGZYHOMD-UHFFFAOYSA-N Dioxygen Chemical compound O=O MYMOFIZGZYHOMD-UHFFFAOYSA-N 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000005189 flocculation Methods 0.000 description 1
- 230000016615 flocculation Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000008239 natural water Substances 0.000 description 1
- 238000006386 neutralization reaction Methods 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 239000003002 pH adjusting agent Substances 0.000 description 1
- 239000000825 pharmaceutical preparation Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000001988 toxicity Effects 0.000 description 1
- 231100000419 toxicity Toxicity 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Classifications
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/54—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
- C02F1/56—Macromolecular compounds
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/722—Oxidation by peroxides
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
- C02F3/2846—Anaerobic digestion processes using upflow anaerobic sludge blanket [UASB] reactors
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
- C02F3/322—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae use of algae
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- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
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Abstract
Description
技术领域technical field
本发明涉及一种制药废水的新型处理装置及处理方法,属于污水处理技术领 域。The invention relates to a novel treatment device and treatment method for pharmaceutical wastewater, belonging to the technical field of sewage treatment.
背景技术Background technique
随着我国人口老龄化现象日益加剧以及人民对健康理念的重视,人们对康复 保健、医药治疗的需求愈来愈大,制药行业得以迅速发展。目前我国已经成为全 球化学原料药生产与出口大国和全球大的药物制剂生产国之一。与此同时,制药 废水大量产生。根据2016年中国环境统计年鉴,截止2015年,我国医药制造企 业达3874个,制药行业废水排放总量达53259万吨,占工业废水排放总量的 2.93%。制药工业产品种类繁多、工艺复杂。导致制药废水成分复杂、毒性强、 有机物浓度高、色度高、pH值波动大、氮磷含量较高、水质波动大且难以生物 降解。若处理不当,排入自然水体,不仅会造成严重的水污染问题、破坏水体生 态平衡、影响水体自净功能,还可通过食物链、食物网不断累积进入生物体与人 体,对水生植物动物及人类健康带来不可估量的危害。因此,制药废水是我国污 染严重、难处理的工业废水之一。With the increasing aging of my country's population and the people's emphasis on the concept of health, people's demand for rehabilitation health care and medical treatment is increasing, and the pharmaceutical industry has developed rapidly. At present, my country has become one of the world's largest producers and exporters of chemical raw materials and one of the world's largest producers of pharmaceutical preparations. At the same time, pharmaceutical wastewater is produced in large quantities. According to the 2016 China Environmental Statistical Yearbook, as of 2015, there were 3,874 pharmaceutical manufacturing enterprises in my country, and the total amount of wastewater discharged from the pharmaceutical industry reached 532.59 million tons, accounting for 2.93% of the total industrial wastewater discharge. The pharmaceutical industry has a wide variety of products and complex processes. As a result, pharmaceutical wastewater has complex composition, strong toxicity, high organic concentration, high chroma, large pH fluctuation, high nitrogen and phosphorus content, large water quality fluctuation and difficult to biodegrade. If it is not handled properly and discharged into natural water bodies, it will not only cause serious water pollution problems, destroy the ecological balance of water bodies, and affect the self-purification function of water bodies, but also continuously accumulate into organisms and human bodies through food chains and food webs, which is harmful to aquatic plants, animals and human health. bring immeasurable harm. Therefore, pharmaceutical wastewater is one of the most polluted and difficult industrial wastewaters in China.
20世纪40年代,美国最早采用中和、沉淀、氧化等物理化学方法对制药工 业废水进行简单的处理;20世纪50年代,好氧生物深度处理逐渐兴起;20世纪 60年代到70年代,纯氧曝气、塔式生物滤池等生化处理技术工艺已经成为发展 趋势;20世纪70年代以后,发展中国家关于制药行业废水处理的研究快速发展 起来。目前国内外通常采用多种方法联合使用或者对传统工艺进行强化来处理制 药废水,然而目前常用处理方法面临着操作复杂、成本高、出水效果不稳定不理 想等问题。因此,需寻求一种操作简单、成本低、出水效果佳的制药废水处理方 法。In the 1940s, the United States was the first to use physical and chemical methods such as neutralization, precipitation, and oxidation to simply treat the wastewater of the pharmaceutical industry; in the 1950s, aerobic biological advanced treatment gradually emerged; from the 1960s to the 1970s, pure oxygen Biochemical treatment technologies such as aeration and tower biofilters have become a development trend; after the 1970s, research on wastewater treatment in the pharmaceutical industry has developed rapidly in developing countries. At present, various methods are usually used in combination at home and abroad or the traditional process is strengthened to treat pharmaceutical wastewater. However, the current commonly used treatment methods face the problems of complicated operation, high cost, unstable and unsatisfactory effluent effect. Therefore, it is necessary to seek a pharmaceutical wastewater treatment method with simple operation, low cost and good effluent effect.
发明内容SUMMARY OF THE INVENTION
针对现有技术中的问题,本发明提供一种制药废水的新型处理装置及处理方 法,本发明方法首先采用过一硫酸盐直接对待处理的制药废水进行氧化降解,然 后在助凝剂的作用下使废水在沉淀池中絮凝沉降,再使废水依次进入厌氧生物反 应器和耦合有藻类系统的MBR膜生物反应器中进行处理,本发明方法操作简单, 成本低,可以实现制药废水的稳定达标处理从而得到高质出水。In view of the problems in the prior art, the present invention provides a novel treatment device and treatment method for pharmaceutical wastewater. The method of the present invention firstly uses peroxymonosulfate to directly carry out oxidative degradation of the pharmaceutical wastewater to be treated, and then under the action of a coagulant The waste water is flocculated and settled in the sedimentation tank, and then the waste water enters the anaerobic bioreactor and the MBR membrane bioreactor coupled with the algae system for treatment. Treatment to obtain high-quality effluent.
为实现以上技术目的,本发明的技术方案是:For realizing the above technical purpose, the technical scheme of the present invention is:
一种制药废水的新型处理装置,包括从上游至下游依次串联设置的过一硫酸 盐氧化池、沉淀池、UASB厌氧生物反应器和MBR膜生物反应器;MBR膜生物反应 器中安装有光源和曝气装置,MBR膜反应器内的活性污泥中均匀分布有微藻。A novel treatment device for pharmaceutical wastewater, comprising a peroxymonosulfate oxidation tank, a sedimentation tank, a UASB anaerobic bioreactor and an MBR membrane bioreactor, which are sequentially arranged in series from upstream to downstream; a light source is installed in the MBR membrane bioreactor and aeration device, microalgae are evenly distributed in the activated sludge in the MBR membrane reactor.
采用上述装置对制药废水的处理方法,包括如下步骤:The method for treating pharmaceutical wastewater using the above-mentioned device comprises the following steps:
(1)将待处理制药废水通入过一硫酸盐氧化池中,然后向过一硫酸盐氧化 池中加入过一硫酸盐反应;(1) pass into the peroxymonosulfate oxidation pond with the pharmaceutical waste water to be treated, then in the peroxymonosulfate oxidation pond, add the peroxymonosulfate reaction;
(2)采用pH调节剂将过一硫酸盐氧化池出水pH调至7-8,然后向废水中 加入助凝剂,充分搅拌后使废水进入沉降池沉降20~30min;(2) adopt pH regulator to adjust the pH of peroxymonosulfate oxidation tank effluent to 7-8, then add coagulant aid to waste water, make waste water enter settling tank and settle for 20~30min after fully stirring;
(3)将沉降池出水通入UASB厌氧生物反应器中,于pH为6.5~7.5、温度 为35℃条件下进行厌氧处理;(3) pass the sedimentation tank effluent into the UASB anaerobic bioreactor, and carry out anaerobic treatment under the condition that pH is 6.5~7.5 and temperature is 35°C;
(4)将厌氧生物反应器出水通入MBR膜生物反应器处理后出水直接排放。(4) The effluent of the anaerobic bioreactor is passed into the MBR membrane bioreactor for treatment, and the effluent is directly discharged.
优选地,步骤(1)中所述的过一硫酸盐的投加量为100~1200μmol/L,过 一硫酸盐的投加量与制药废水中抗生素的初始浓度比为100μmol/L:(2~3)mg/L。Preferably, the dosage of the peroxymonosulfate described in the step (1) is 100 to 1200 μmol/L, and the ratio of the dosage of the peroxymonosulfate to the initial concentration of the antibiotic in the pharmaceutical wastewater is 100 μmol/L: (2 ~3) mg/L.
优选地,步骤(2)中所述的pH调节剂为HCl溶液或Ca(OH)2悬浊液。Preferably, the pH adjusting agent in step (2) is HCl solution or Ca(OH) 2 suspension.
优选地,步骤(2)中所述的助凝剂采用聚丙烯酰胺,助凝剂投加量为3mg/L。Preferably, the coagulant aid described in step (2) is polyacrylamide, and the dosage of the coagulant aid is 3 mg/L.
优选地,步骤(3)中所述的UASB厌氧生物反应器中填充有聚乙烯塑料环作 为微生物载体。Preferably, the UASB anaerobic bioreactor described in step (3) is filled with polyethylene plastic rings as microorganism carriers.
优选地,步骤(4)中所述的MBR膜反应器内的活性污泥浓度为6~8g/L, 微藻和活性污泥的质量比为10:1。Preferably, the activated sludge concentration in the MBR membrane reactor described in step (4) is 6-8 g/L, and the mass ratio of microalgae and activated sludge is 10:1.
优选地,步骤(4)中所述的MBR膜反应器的膜通量为6~10L/(m2/h),MBR 膜反应器水力停留时间HRT为8~10h,污泥停留时间SRT为15~25d。Preferably, the membrane flux of the MBR membrane reactor described in step (4) is 6-10 L/(m 2 /h), the hydraulic retention time HRT of the MBR membrane reactor is 8-10 h, and the sludge retention time SRT is 15~25d.
优选地,步骤(4)中所述的MBR膜反应器内的曝气量控制在2L/m3,光源 的光照强度为300μmol/(m2.s),光暗比为12h:12h。Preferably, the aeration volume in the MBR membrane reactor described in step (4) is controlled at 2L/m 3 , the light intensity of the light source is 300 μmol/(m 2 .s), and the light-dark ratio is 12h:12h.
优选地,所述装置还包括预处理装置,预处理装置为格栅或初沉池,待处理 制药废水先经预处理装置处理后再通入过一硫酸盐氧化池中。Preferably, the device further comprises a pretreatment device, the pretreatment device is a grid or a primary sedimentation tank, and the pharmaceutical wastewater to be treated is first processed by the pretreatment device and then passed through a sulfate oxidation tank.
从以上描述可以看出,本发明具备以下优点:As can be seen from the above description, the present invention has the following advantages:
(1)本发明方法首先采用过一硫酸盐直接对待处理的制药废水进行氧化降 解,可以去除制药废水中的抗生素类物质,提高废水的可生化性,然后在助凝剂 的作用下使废水在沉淀池中絮凝沉降,再使废水依次进入厌氧生物反应器和耦合 有藻类系统的MBR膜生物反应器中进行处理,本发明方法操作简单,成本低,可 以实现制药废水的稳定达标处理从而得到高质出水。(1) the method of the present invention first adopts peroxymonosulfate to directly carry out oxidative degradation of the pharmaceutical waste water to be treated, which can remove the antibiotic substances in the pharmaceutical waste water, improve the biodegradability of the waste water, and then make the waste water in the waste water under the action of the coagulant. The flocculation and sedimentation are carried out in the sedimentation tank, and then the waste water enters the anaerobic bioreactor and the MBR membrane bioreactor coupled with the algae system for treatment. High quality water.
(2)本发明通过在MBR内设置微藻和光源可实现藻类系统与现有MBR膜生 物反应器的耦合,在适当条件下,微藻与活性污泥可形成共生系统,从而不仅能 对水体中的有机碳进行深度降解还可以大大提高对水体中氮、磷等营养物质的去 除效果。(2) The present invention can realize the coupling between the algae system and the existing MBR membrane bioreactor by arranging the microalgae and the light source in the MBR. Under appropriate conditions, the microalgae and the activated sludge can form a symbiotic system, so that not only can the water body be affected by The deep degradation of organic carbon in water can also greatly improve the removal effect of nitrogen, phosphorus and other nutrients in water.
(3)相对于传统芬顿氧化处理工艺,采用未活化的过一硫酸盐对制药废水 进行氧化处理无需调节废水的pH,降低了废水的处理成本,且过一硫酸盐氧化 具有选择性,不会受到废水中有机质的影响,反应高效。(3) Compared with the traditional Fenton oxidation treatment process, the use of unactivated peroxymonosulfate to oxidize pharmaceutical wastewater does not need to adjust the pH of the wastewater, which reduces the cost of wastewater treatment, and the peroxymonosulfate oxidation is selective and does not require It will be affected by the organic matter in the wastewater, and the reaction is efficient.
具体实施方式Detailed ways
下面通过实施例子,进一步阐述本发明的特点,但不对本发明的权利要求做 任何限定。Below by embodiment, further illustrate the characteristics of the present invention, but do not make any limitation to the claims of the present invention.
实施例1Example 1
一种制药废水的新型处理装置,包括从上游至下游依次串联设置的格栅、过 一硫酸盐氧化池、沉淀池、UASB厌氧生物反应器和MBR膜生物反应器;UASB厌 氧生物反应器中填充有聚乙烯塑料环作为微生物载体,MBR膜生物反应器中安装 有光源和曝气装置,MBR膜反应器内的活性污泥中均匀分布有微藻。A novel treatment device for pharmaceutical wastewater, comprising a grid, a peroxymonosulfate oxidation tank, a sedimentation tank, a UASB anaerobic bioreactor and an MBR membrane bioreactor, which are sequentially arranged in series from upstream to downstream; UASB anaerobic bioreactor A polyethylene plastic ring is filled as a microbial carrier in the MBR membrane bioreactor, a light source and an aeration device are installed in the MBR membrane bioreactor, and microalgae are evenly distributed in the activated sludge in the MBR membrane bioreactor.
采用上述装置对制药废水的处理方法,包括如下步骤:The method for treating pharmaceutical wastewater using the above-mentioned device comprises the following steps:
(1)将经格栅拦截过滤后的待处理制药废水通入过一硫酸盐氧化池中,然 后向过一硫酸盐氧化池中加入过一硫酸盐反应10min,其中,待处理制药废水中 含有四环素,四环素的浓度为10mg/L,过一硫酸盐的投加量为500μmol/L;(1) pass the to-be-treated pharmaceutical waste water after grid interception and filtration into the peroxymonosulfate oxidation pond, then add the peroxymonosulfate reaction 10min to the peroxymonosulfate oxidation pond, wherein, the to-be-treated pharmaceutical waste water contains Tetracycline, the concentration of tetracycline is 10mg/L, and the dosage of peroxymonosulfate is 500μmol/L;
(2)采用Ca(OH)2悬浊液将过一硫酸盐氧化池出水pH调至7-8,然后向废 水中加入聚丙烯酰胺,聚丙烯酰胺投加量为3mg/L,充分搅拌后使废水进入沉降 池沉降25min;(2) The pH of the effluent from the peroxymonosulfate oxidation tank was adjusted to 7-8 by using Ca(OH) 2 suspension, and then polyacrylamide was added to the waste water, and the dosage of polyacrylamide was 3 mg/L. After fully stirring Let the wastewater enter the sedimentation tank for 25min;
(3)将沉降池出水通入UASB厌氧生物反应器中,于pH为6.5~7.5、温度 为35℃条件下进行厌氧处理;其中,UASB厌氧生物反应器中厌氧污泥的接种比 为3:1;(3) The effluent of the sedimentation tank is passed into the UASB anaerobic bioreactor, and the anaerobic treatment is carried out under the conditions of pH of 6.5-7.5 and temperature of 35 °C; among which, the inoculation of anaerobic sludge in the UASB anaerobic bioreactor The ratio is 3:1;
(4)将厌氧生物反应器出水通入MBR膜生物反应器处理后出水直接排放, 其中,MBR膜反应器内的活性污泥浓度为7g/L,微藻和活性污泥的质量比为10:1; MBR膜反应器的膜通量为8L/(m2/h),MBR膜反应器水力停留时间HRT为9h,污 泥停留时间SRT为20d;MBR膜反应器内的曝气量控制在2L/m3,光源的光照强度 为300μmol/(m2.s),光暗比为12h:12h。(4) Pass the effluent of the anaerobic bioreactor into the MBR membrane bioreactor for treatment and then discharge the effluent directly, wherein the activated sludge concentration in the MBR membrane reactor is 7g/L, and the mass ratio of microalgae and activated sludge is 10:1; the membrane flux of the MBR membrane reactor is 8L/(m 2 /h), the hydraulic retention time HRT of the MBR membrane reactor is 9h, and the sludge retention time SRT is 20d; the aeration volume in the MBR membrane reactor Controlled at 2L/m 3 , the light intensity of the light source was 300 μmol/(m 2 .s), and the light-dark ratio was 12h:12h.
本实施例中的废水采用实验室配水,本实施例各步骤的进出水水质如表1 所示:The wastewater in this embodiment adopts laboratory water distribution, and the water quality of the influent and effluent of each step in this embodiment is shown in Table 1:
表1Table 1
实施例2Example 2
采用与实施例1相同的装置对制药废水的处理方法,包括如下步骤:The method for treating pharmaceutical wastewater using the same device as in Example 1, comprising the following steps:
(1)将经格栅拦截过滤后的待处理制药废水通入过一硫酸盐氧化池中,然 后向过一硫酸盐氧化池中加入过一硫酸盐反应10min,其中,待处理制药废水中 含有beta内酰胺,beta内酰胺的浓度为30mg/L,过一硫酸盐的投加量为 1000μmol/L;(1) pass the to-be-treated pharmaceutical waste water after grid interception and filtration into the peroxymonosulfate oxidation pond, then add the peroxymonosulfate reaction 10min to the peroxymonosulfate oxidation pond, wherein, the to-be-treated pharmaceutical waste water contains beta-lactam, the concentration of beta-lactam is 30mg/L, and the dosage of peroxymonosulfate is 1000μmol/L;
(2)采用Ca(OH)2悬浊液将过一硫酸盐氧化池出水pH调至7-8,然后向废 水中加入聚丙烯酰胺,聚丙烯酰胺投加量为3mg/L,充分搅拌后使废水进入沉降 池沉降25min;(2) The pH of the effluent from the peroxymonosulfate oxidation tank was adjusted to 7-8 by using Ca(OH) 2 suspension, and then polyacrylamide was added to the waste water, and the dosage of polyacrylamide was 3 mg/L. After fully stirring Let the wastewater enter the sedimentation tank for 25min;
(3)将沉降池出水通入UASB厌氧生物反应器中,于pH为6.5~7.5、温度 为35℃条件下进行厌氧处理;其中,UASB厌氧生物反应器中厌氧污泥的接种比 为3:1;(3) The effluent of the sedimentation tank is passed into the UASB anaerobic bioreactor, and the anaerobic treatment is carried out under the conditions of pH of 6.5-7.5 and temperature of 35 °C; among which, the inoculation of anaerobic sludge in the UASB anaerobic bioreactor The ratio is 3:1;
(4)将厌氧生物反应器出水通入MBR膜生物反应器处理后出水直接排放, 其中,MBR膜反应器内的活性污泥浓度为7g/L,微藻和活性污泥的质量比为10:1; MBR膜反应器的膜通量为8L/(m2/h),MBR膜反应器水力停留时间HRT为9h,污 泥停留时间SRT为20d;MBR膜反应器内的曝气量控制在2L/m3,光源的光照强度 为300μmol/(m2.s),光暗比为12h:12h。(4) Pass the effluent of the anaerobic bioreactor into the MBR membrane bioreactor for treatment and then discharge the effluent directly, wherein the activated sludge concentration in the MBR membrane reactor is 7g/L, and the mass ratio of microalgae and activated sludge is 10:1; the membrane flux of the MBR membrane reactor is 8L/(m 2 /h), the hydraulic retention time HRT of the MBR membrane reactor is 9h, and the sludge retention time SRT is 20d; the aeration volume in the MBR membrane reactor Controlled at 2L/m 3 , the light intensity of the light source was 300 μmol/(m 2 .s), and the light-dark ratio was 12h:12h.
本实施例中的废水来自上海某制药废水,本实施例各步骤的进出水水质如表 2所示:The waste water in the present embodiment comes from a certain pharmaceutical waste water in Shanghai, and the water quality of the inlet and outlet of each step of the present embodiment is as shown in Table 2:
对比例1Comparative Example 1
采用与实施例2相同的方法,其区别仅在于,微藻和活性污泥的质量比为 9:1。本实施例各步骤的进出水水质如表3所示:The same method as in Example 2 was adopted, except that the mass ratio of microalgae and activated sludge was 9:1. The water quality of the inlet and outlet of each step of the present embodiment is shown in Table 3:
对比例2Comparative Example 2
采用与实施例2相同的方法,其区别仅在于,微藻和活性污泥的质量比为 11:1。本实施例各步骤的进出水水质如表4所示:The same method as in Example 2 was adopted, except that the mass ratio of microalgae and activated sludge was 11:1. The inlet and outlet water quality of each step of the present embodiment is as shown in Table 4:
可以理解的是,以上关于本发明的具体描述,仅用于说明本发明而并非受限 于本发明实施例所描述的技术方案。本领域的普通技术人员应当理解,仍然可以 对本发明进行修改或等同替换,以达到相同的技术效果;只要满足使用需要,都 在本发明的保护范围之内。It can be understood that the above specific description of the present invention is only used to illustrate the present invention and is not limited to the technical solutions described in the embodiments of the present invention. It should be understood by those of ordinary skill in the art that the present invention can still be modified or equivalently replaced to achieve the same technical effect; as long as the use needs are met, it is within the protection scope of the present invention.
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CN113121036A (en) * | 2021-03-15 | 2021-07-16 | 太原理工大学 | Integrated device for degrading antibiotic wastewater by persulfate |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106746159A (en) * | 2015-11-19 | 2017-05-31 | 中国石油化工股份有限公司 | A kind of processing method of antibiotic production wastewater |
CN108862848A (en) * | 2018-07-03 | 2018-11-23 | 秦皇岛格瑞因环境工程有限公司 | The treatment process and processing system of pharmacy waste water |
US10138150B1 (en) * | 2018-01-18 | 2018-11-27 | Water Solutions, Inc. | Methods and systems for treating vinasse |
CN110156135A (en) * | 2019-04-10 | 2019-08-23 | 同济大学 | A method for removing tetracycline in livestock and poultry breeding wastewater by persulfate |
CN110436614A (en) * | 2019-08-02 | 2019-11-12 | 大连理工大学 | It is a kind of based on microalgae/activated sludge water treatment technology |
-
2020
- 2020-07-10 CN CN202010659945.XA patent/CN111995169A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106746159A (en) * | 2015-11-19 | 2017-05-31 | 中国石油化工股份有限公司 | A kind of processing method of antibiotic production wastewater |
US10138150B1 (en) * | 2018-01-18 | 2018-11-27 | Water Solutions, Inc. | Methods and systems for treating vinasse |
CN108862848A (en) * | 2018-07-03 | 2018-11-23 | 秦皇岛格瑞因环境工程有限公司 | The treatment process and processing system of pharmacy waste water |
CN110156135A (en) * | 2019-04-10 | 2019-08-23 | 同济大学 | A method for removing tetracycline in livestock and poultry breeding wastewater by persulfate |
CN110436614A (en) * | 2019-08-02 | 2019-11-12 | 大连理工大学 | It is a kind of based on microalgae/activated sludge water treatment technology |
Non-Patent Citations (1)
Title |
---|
彭党聪: "《水污染控制工程第3版》", 30 April 2000, 北京冶金工业出版社 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113121036A (en) * | 2021-03-15 | 2021-07-16 | 太原理工大学 | Integrated device for degrading antibiotic wastewater by persulfate |
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