CN110217951A - A kind of deep treatment method of antibiotic pharmaceutical wastewater - Google Patents
A kind of deep treatment method of antibiotic pharmaceutical wastewater Download PDFInfo
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- CN110217951A CN110217951A CN201910644449.4A CN201910644449A CN110217951A CN 110217951 A CN110217951 A CN 110217951A CN 201910644449 A CN201910644449 A CN 201910644449A CN 110217951 A CN110217951 A CN 110217951A
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- 239000002351 wastewater Substances 0.000 title claims abstract description 76
- 238000000034 method Methods 0.000 title claims abstract description 44
- 230000003115 biocidal effect Effects 0.000 title claims abstract description 29
- 229910021536 Zeolite Inorganic materials 0.000 claims abstract description 126
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 claims abstract description 126
- 239000010457 zeolite Substances 0.000 claims abstract description 126
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 claims abstract description 64
- 239000003054 catalyst Substances 0.000 claims abstract description 53
- 230000003647 oxidation Effects 0.000 claims abstract description 32
- 238000007254 oxidation reaction Methods 0.000 claims abstract description 32
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- 229910017604 nitric acid Inorganic materials 0.000 claims description 14
- PAWQVTBBRAZDMG-UHFFFAOYSA-N 2-(3-bromo-2-fluorophenyl)acetic acid Chemical compound OC(=O)CC1=CC=CC(Br)=C1F PAWQVTBBRAZDMG-UHFFFAOYSA-N 0.000 claims description 12
- 238000002360 preparation method Methods 0.000 claims description 11
- 229910052684 Cerium Inorganic materials 0.000 claims description 7
- 239000007789 gas Substances 0.000 claims description 7
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- BMMGVYCKOGBVEV-UHFFFAOYSA-N oxo(oxoceriooxy)cerium Chemical compound [Ce]=O.O=[Ce]=O BMMGVYCKOGBVEV-UHFFFAOYSA-N 0.000 claims description 3
- 239000007788 liquid Substances 0.000 claims description 2
- SZVJSHCCFOBDDC-UHFFFAOYSA-N ferrosoferric oxide Chemical compound O=[Fe]O[Fe]O[Fe]=O SZVJSHCCFOBDDC-UHFFFAOYSA-N 0.000 claims 8
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- NDLPOXTZKUMGOV-UHFFFAOYSA-N oxo(oxoferriooxy)iron hydrate Chemical compound O.O=[Fe]O[Fe]=O NDLPOXTZKUMGOV-UHFFFAOYSA-N 0.000 description 16
- 239000002245 particle Substances 0.000 description 16
- 239000011435 rock Substances 0.000 description 15
- HEMHJVSKTPXQMS-UHFFFAOYSA-M sodium hydroxide Inorganic materials [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 description 14
- 230000014759 maintenance of location Effects 0.000 description 11
- VHUUQVKOLVNVRT-UHFFFAOYSA-N Ammonium hydroxide Chemical compound [NH4+].[OH-] VHUUQVKOLVNVRT-UHFFFAOYSA-N 0.000 description 10
- 235000011114 ammonium hydroxide Nutrition 0.000 description 10
- CWYNVVGOOAEACU-UHFFFAOYSA-N Fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 8
- 239000007864 aqueous solution Substances 0.000 description 8
- 238000011068 loading method Methods 0.000 description 8
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- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 7
- 150000000703 Cerium Chemical class 0.000 description 7
- 239000003242 anti bacterial agent Substances 0.000 description 7
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 7
- 238000001035 drying Methods 0.000 description 7
- 229910001448 ferrous ion Inorganic materials 0.000 description 7
- 229910052760 oxygen Inorganic materials 0.000 description 7
- 239000001301 oxygen Substances 0.000 description 7
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- VTLYFUHAOXGGBS-UHFFFAOYSA-N Fe3+ Chemical compound [Fe+3] VTLYFUHAOXGGBS-UHFFFAOYSA-N 0.000 description 6
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- 238000005470 impregnation Methods 0.000 description 4
- 238000006385 ozonation reaction Methods 0.000 description 4
- 239000010865 sewage Substances 0.000 description 4
- 239000010802 sludge Substances 0.000 description 4
- 229910016870 Fe(NO3)3-9H2O Inorganic materials 0.000 description 3
- 229940088710 antibiotic agent Drugs 0.000 description 3
- -1 cerium ions Chemical class 0.000 description 3
- 229910001873 dinitrogen Inorganic materials 0.000 description 3
- BAUYGSIQEAFULO-UHFFFAOYSA-L iron(2+) sulfate (anhydrous) Chemical compound [Fe+2].[O-]S([O-])(=O)=O BAUYGSIQEAFULO-UHFFFAOYSA-L 0.000 description 3
- 239000012528 membrane Substances 0.000 description 3
- 239000011259 mixed solution Substances 0.000 description 3
- 239000000047 product Substances 0.000 description 3
- 229910021642 ultra pure water Inorganic materials 0.000 description 3
- 239000012498 ultrapure water Substances 0.000 description 3
- 208000031295 Animal disease Diseases 0.000 description 2
- 229910002651 NO3 Inorganic materials 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 2
- 229960000074 biopharmaceutical Drugs 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000001354 calcination Methods 0.000 description 2
- 238000006555 catalytic reaction Methods 0.000 description 2
- CETPSERCERDGAM-UHFFFAOYSA-N ceric oxide Chemical compound O=[Ce]=O CETPSERCERDGAM-UHFFFAOYSA-N 0.000 description 2
- HSJPMRKMPBAUAU-UHFFFAOYSA-N cerium(3+);trinitrate Chemical compound [Ce+3].[O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O HSJPMRKMPBAUAU-UHFFFAOYSA-N 0.000 description 2
- 229910000422 cerium(IV) oxide Inorganic materials 0.000 description 2
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- 239000011261 inert gas Substances 0.000 description 2
- VCJMYUPGQJHHFU-UHFFFAOYSA-N iron(3+);trinitrate Chemical compound [Fe+3].[O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O VCJMYUPGQJHHFU-UHFFFAOYSA-N 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- 229910052698 phosphorus Inorganic materials 0.000 description 2
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- 239000000843 powder Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 229910021578 Iron(III) chloride Inorganic materials 0.000 description 1
- NHNBFGGVMKEFGY-UHFFFAOYSA-N Nitrate Chemical compound [O-][N+]([O-])=O NHNBFGGVMKEFGY-UHFFFAOYSA-N 0.000 description 1
- 238000005054 agglomeration Methods 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 239000012670 alkaline solution Substances 0.000 description 1
- 150000001450 anions Chemical class 0.000 description 1
- 238000009360 aquaculture Methods 0.000 description 1
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- 239000006227 byproduct Substances 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 230000003197 catalytic effect Effects 0.000 description 1
- VYLVYHXQOHJDJL-UHFFFAOYSA-K cerium trichloride Chemical compound Cl[Ce](Cl)Cl VYLVYHXQOHJDJL-UHFFFAOYSA-K 0.000 description 1
- OZECDDHOAMNMQI-UHFFFAOYSA-H cerium(3+);trisulfate Chemical compound [Ce+3].[Ce+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O OZECDDHOAMNMQI-UHFFFAOYSA-H 0.000 description 1
- 239000012295 chemical reaction liquid Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
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- 238000006297 dehydration reaction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 229940079593 drug Drugs 0.000 description 1
- 229960002089 ferrous chloride Drugs 0.000 description 1
- 235000003891 ferrous sulphate Nutrition 0.000 description 1
- 239000011790 ferrous sulphate Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 150000002505 iron Chemical class 0.000 description 1
- NMCUIPGRVMDVDB-UHFFFAOYSA-L iron dichloride Chemical compound Cl[Fe]Cl NMCUIPGRVMDVDB-UHFFFAOYSA-L 0.000 description 1
- RBTARNINKXHZNM-UHFFFAOYSA-K iron trichloride Chemical compound Cl[Fe](Cl)Cl RBTARNINKXHZNM-UHFFFAOYSA-K 0.000 description 1
- RUTXIHLAWFEWGM-UHFFFAOYSA-H iron(3+) sulfate Chemical compound [Fe+3].[Fe+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O RUTXIHLAWFEWGM-UHFFFAOYSA-H 0.000 description 1
- 229910000359 iron(II) sulfate Inorganic materials 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 229910000360 iron(III) sulfate Inorganic materials 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000006210 lotion Substances 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000005949 ozonolysis reaction Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
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- 231100000331 toxic Toxicity 0.000 description 1
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- 231100000419 toxicity Toxicity 0.000 description 1
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01J—CHEMICAL OR PHYSICAL PROCESSES, e.g. CATALYSIS OR COLLOID CHEMISTRY; THEIR RELEVANT APPARATUS
- B01J29/00—Catalysts comprising molecular sieves
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01J—CHEMICAL OR PHYSICAL PROCESSES, e.g. CATALYSIS OR COLLOID CHEMISTRY; THEIR RELEVANT APPARATUS
- B01J35/00—Catalysts, in general, characterised by their form or physical properties
- B01J35/30—Catalysts, in general, characterised by their form or physical properties characterised by their physical properties
- B01J35/33—Electric or magnetic properties
-
- 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
- C02F1/78—Treatment of water, waste water, or sewage by oxidation with ozone
-
- 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
- C02F3/02—Aerobic processes
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
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- B01J2229/00—Aspects of molecular sieve catalysts not covered by B01J29/00
- B01J2229/10—After treatment, characterised by the effect to be obtained
- B01J2229/18—After treatment, characterised by the effect to be obtained to introduce other elements into or onto the molecular sieve itself
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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
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
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Abstract
本发明提供了一种抗生素制药废水的深度处理方法,属于制药废水处理领域。本发明以磁性沸石催化剂为臭氧氧化处理的催化剂,能够有效将废水中难降解的大分子有机物氧化为可生物降解的小分子有机物,同时该催化剂具有磁性,易于分离;然后经过臭氧去除,将臭氧氧化处理后的废水中残留的臭氧去除,以避免臭氧对后续的曝气生物滤池中的微生物产生毒害作用;臭氧去除后的废水通过曝气生物滤池,得到达标废水,可直接排放。此外,该深度处理方法具有工艺简单、易于实施的优势。The invention provides an advanced treatment method for antibiotic pharmaceutical wastewater, which belongs to the field of pharmaceutical wastewater treatment. In the present invention, the magnetic zeolite catalyst is used as the catalyst for ozone oxidation treatment, which can effectively oxidize the refractory macromolecular organic matter in wastewater into biodegradable small molecular organic matter. At the same time, the catalyst is magnetic and easy to separate; The residual ozone in the wastewater after oxidation treatment is removed to avoid the poisonous effect of ozone on the microorganisms in the subsequent biological aerated filter; the wastewater after ozone removal passes through the biological aerated filter to obtain standard wastewater, which can be directly discharged. In addition, the advanced treatment method has the advantages of simple process and easy implementation.
Description
技术领域technical field
本发明涉及制药废水处理技术领域,尤其涉及一种抗生素制药废水的深度处理方法。The invention relates to the technical field of pharmaceutical wastewater treatment, in particular to an advanced treatment method for antibiotic pharmaceutical wastewater.
背景技术Background technique
长期以来,抗生素被广泛用于人和动物的疾病治疗,并以亚治疗剂量添加至动物饲料中,用于预防动物疾病和促进生长。抗生素制药废水主要来源于生活、工业污水的排放,医院和药厂废水的排放,水产养殖废水以及垃圾填埋场等也含有大量的抗生素类的药物,废水中含有大量有机物、溶解性固体、悬浮物和具有生物毒性的抗菌素,导致废水具有很强的生物毒性,可生物降解性差、处理难度大。抗生素制药废水的有效处理和达标排放一直是抗生素生产企业和研究人员长期关注的热点。目前,国内外学者针对抗生素制药废水开展了大量的技术研究,主要采用的方法有高级氧化法、强化生物处理法、吸附法、膜分离法和混凝沉淀法等。但是上述方法均不能将抗生素有效降解,以达标排放。For a long time, antibiotics have been widely used in the treatment of human and animal diseases, and are added to animal feed in sub-therapeutic doses to prevent animal diseases and promote growth. Antibiotic pharmaceutical wastewater mainly comes from domestic and industrial sewage discharge, hospital and pharmaceutical factory wastewater discharge, aquaculture wastewater and landfills, etc. also contain a large amount of antibiotic drugs. Wastewater contains a large amount of organic matter, dissolved solids, suspended The waste water has strong biological toxicity, poor biodegradability and difficult treatment. The effective treatment and up-to-standard discharge of antibiotic pharmaceutical wastewater has been a long-term focus of antibiotic manufacturers and researchers. At present, scholars at home and abroad have carried out a lot of technical research on antibiotic pharmaceutical wastewater, mainly using advanced oxidation method, enhanced biological treatment method, adsorption method, membrane separation method and coagulation sedimentation method. However, none of the above methods can effectively degrade the antibiotics to meet the discharge standards.
发明内容Contents of the invention
本发明的目的在于提供一种抗生素制药废水的深度处理方法,该方法能够将抗生素有效降解,出水水质可以稳定达到国家排放标准(GB 21903-2008)。The purpose of the present invention is to provide an advanced treatment method for antibiotic pharmaceutical wastewater, which can effectively degrade antibiotics, and the effluent quality can stably meet the national discharge standard (GB 21903-2008).
为了实现上述发明目的,本发明提供以下技术方案:In order to achieve the above-mentioned purpose of the invention, the present invention provides the following technical solutions:
一种抗生素制药废水的深度处理方法,包括如下步骤:A method for advanced treatment of antibiotic pharmaceutical wastewater, comprising the steps of:
将抗生素制药废水依次进行臭氧氧化处理和臭氧去除,得到可生化处理的废水;所述臭氧氧化处理的催化剂为磁性沸石催化剂;The antibiotic pharmaceutical wastewater is sequentially subjected to ozonation treatment and ozone removal to obtain biochemically treatable wastewater; the catalyst for the ozonation treatment is a magnetic zeolite catalyst;
将所述可生化处理的废水通过曝气生物滤池,得到达标废水;passing the biochemically treatable waste water through a biological aerated filter to obtain standard waste water;
所述磁性沸石催化剂包括改性天然沸石、四氧化三铁和活性组分,所述四氧化三铁和活性组分分布于改性天然沸石的内部孔道表面和外表面,所述活性组分为氧化铈;The magnetic zeolite catalyst includes modified natural zeolite, ferric oxide and active components, and the ferric oxide and active components are distributed on the internal pore surface and outer surface of the modified natural zeolite, and the active components are Ceria;
所述改性天然沸石的制备方法包括如下步骤:将天然沸石依次在硝酸溶液和硝酸铵溶液中进行浸渍,得到改性天然沸石。The preparation method of the modified natural zeolite comprises the following steps: sequentially impregnating the natural zeolite in nitric acid solution and ammonium nitrate solution to obtain the modified natural zeolite.
优选的,所述磁性沸石催化剂的粒度为180~220目。Preferably, the particle size of the magnetic zeolite catalyst is 180-220 mesh.
优选的,以铈占改性天然沸石的质量百分比计,所述活性组分的负载量为1~8wt%。Preferably, based on the mass percentage of cerium in the modified natural zeolite, the loading amount of the active component is 1-8 wt%.
优选的,以四氧化三铁占改性天然沸石的质量百分比计,所述四氧化三铁的负载量为10~15wt%。Preferably, based on the mass percentage of ferric ferric oxide in the modified natural zeolite, the loaded amount of ferric ferric oxide is 10-15 wt%.
优选的,所述磁性沸石催化剂的用量为0.5~4g/L,所述臭氧氧化处理所用气体中臭氧的浓度为40~60mg/L,所述臭氧氧化处理所用气体的流量为300~900mL/min,所述臭氧氧化处理的时间为30~120min。Preferably, the amount of the magnetic zeolite catalyst is 0.5-4g/L, the concentration of ozone in the gas used for the ozone oxidation treatment is 40-60mg/L, and the flow rate of the gas used for the ozone oxidation treatment is 300-900mL/min , the time of the ozone oxidation treatment is 30-120min.
优选的,所述臭氧去除的催化剂为改性天然沸石,所述改性天然沸石的粒径为1~2cm。Preferably, the ozone removal catalyst is a modified natural zeolite, and the particle size of the modified natural zeolite is 1-2 cm.
优选的,所述臭氧去除的时间为20~40min。Preferably, the ozone removal time is 20-40 minutes.
优选的,所述曝气生物滤池中的填料包括沸石填料层和火山岩填料层;所述沸石填料层位于火山岩填料层下部;所述沸石填料层和火山岩填料层的厚度比为0.1~0.5:1。Preferably, the filler in the biological aerated filter includes a zeolite filler layer and a volcanic rock filler layer; the zeolite filler layer is located at the lower part of the volcanic rock filler layer; the thickness ratio of the zeolite filler layer and the volcanic rock filler layer is 0.1 to 0.5: 1.
优选的,所述曝气生物滤池中的气水比为3~5:1,所述可生化处理的废水在曝气生物滤池中的水力停留时间为3.5~5h。Preferably, the air-water ratio in the biological aerated filter is 3-5:1, and the hydraulic retention time of the biochemically treatable wastewater in the biological aerated filter is 3.5-5 hours.
本发明提供了一种抗生素制药废水的深度处理方法,包括如下步骤:将抗生素制药废水依次进行臭氧氧化处理和臭氧去除,得到可生化处理的废水;所述臭氧氧化处理的催化剂为磁性沸石催化剂;将所述可生化处理的废水通过曝气生物滤池,得到达标废水;所述磁性沸石催化剂包括改性天然沸石、四氧化三铁和活性组分,所述四氧化三铁和活性组分分布于改性天然沸石的内部孔道表面和外表面,所述活性组分为氧化铈;所述改性天然沸石的制备方法包括如下步骤:将天然沸石依次在硝酸溶液和硝酸铵溶液中进行浸渍,得到改性天然沸石。The invention provides a method for advanced treatment of antibiotic pharmaceutical wastewater, comprising the following steps: sequentially subject antibiotic pharmaceutical wastewater to ozone oxidation treatment and ozone removal to obtain biochemically treatable wastewater; the catalyst for the ozone oxidation treatment is a magnetic zeolite catalyst; Pass the biochemically treatable wastewater through a biological aerated filter to obtain standard wastewater; the magnetic zeolite catalyst includes modified natural zeolite, ferric oxide and active components, and the ferric oxide and active components are distributed On the internal channel surface and the external surface of the modified natural zeolite, the active component is cerium oxide; the preparation method of the modified natural zeolite comprises the following steps: sequentially impregnating the natural zeolite in nitric acid solution and ammonium nitrate solution, A modified natural zeolite is obtained.
本发明以磁性沸石催化剂为臭氧氧化处理的催化剂,能够有效将废水中难降解的大分子有机物氧化为可生物降解的小分子有机物,同时该催化剂具有磁性,易于分离;然后经过臭氧去除,将臭氧氧化处理后的废水中残留的臭氧去除,以避免臭氧对后续的曝气生物滤池中的微生物产生毒害作用;臭氧去除后的废水通过曝气生物滤池,得到达标废水,可直接排放。此外,该深度处理方法具有工艺简单、易于实施的优势。In the present invention, the magnetic zeolite catalyst is used as the catalyst for ozone oxidation treatment, which can effectively oxidize the refractory macromolecular organic matter in wastewater into biodegradable small molecular organic matter. At the same time, the catalyst is magnetic and easy to separate; The residual ozone in the wastewater after oxidation treatment is removed to avoid the poisonous effect of ozone on the microorganisms in the subsequent biological aerated filter; the wastewater after ozone removal passes through the biological aerated filter to obtain standard wastewater, which can be directly discharged. In addition, the advanced treatment method has the advantages of simple process and easy implementation.
具体实施方式Detailed ways
本发明提供了一种抗生素制药废水的深度处理方法,包括如下步骤:The invention provides a kind of advanced treatment method of antibiotic pharmaceutical wastewater, comprising the following steps:
将抗生素制药废水依次进行臭氧氧化处理和臭氧去除,得到可生化处理的废水;所述臭氧氧化处理的催化剂为磁性沸石催化剂;The antibiotic pharmaceutical wastewater is sequentially subjected to ozonation treatment and ozone removal to obtain biochemically treatable wastewater; the catalyst for the ozonation treatment is a magnetic zeolite catalyst;
将所述可生化处理的废水通过曝气生物滤池,得到达标废水;passing the biochemically treatable waste water through a biological aerated filter to obtain standard waste water;
所述磁性沸石催化剂包括改性天然沸石、四氧化三铁和活性组分,所述四氧化三铁和活性组分分布于改性天然沸石的内部孔道表面和外表面,所述活性组分为氧化铈;The magnetic zeolite catalyst includes modified natural zeolite, ferric oxide and active components, and the ferric oxide and active components are distributed on the internal pore surface and outer surface of the modified natural zeolite, and the active components are Ceria;
所述改性天然沸石的制备方法包括如下步骤:将天然沸石依次在硝酸溶液和硝酸铵溶液中进行浸渍,得到改性天然沸石。The preparation method of the modified natural zeolite comprises the following steps: sequentially impregnating the natural zeolite in nitric acid solution and ammonium nitrate solution to obtain the modified natural zeolite.
本发明将抗生素制药废水依次进行臭氧氧化处理和臭氧去除,得到可生化处理的废水;所述臭氧氧化处理的催化剂为磁性沸石催化剂。In the invention, the antibiotic pharmaceutical wastewater is sequentially subjected to ozone oxidation treatment and ozone removal to obtain biochemically treatable wastewater; the catalyst for the ozone oxidation treatment is a magnetic zeolite catalyst.
在本发明中,所述抗生素制药废水优选为抗生素制药厂的制药尾水。本发明对所述抗生素制药废水的来源没有特殊限定,任何抗生素制药厂产生的制药尾水均可。In the present invention, the antibiotic pharmaceutical wastewater is preferably the pharmaceutical tail water of an antibiotic pharmaceutical factory. The present invention has no special limitation on the source of the antibiotic pharmaceutical wastewater, any pharmaceutical tail water produced by antibiotic pharmaceutical factories can be used.
在本发明中,所述磁性沸石催化剂包括改性天然沸石、四氧化三铁和活性组分,所述四氧化三铁和活性组分分布于改性天然沸石的内部孔道表面和外表面,所述活性组分为氧化铈;所述改性天然沸石的制备方法包括如下步骤:将天然沸石依次在硝酸溶液和硝酸铵溶液中进行浸渍,得到改性天然沸石。In the present invention, the magnetic zeolite catalyst includes modified natural zeolite, ferric iron tetroxide and active components, and the ferric ferric oxide and active components are distributed on the inner pore surface and outer surface of the modified natural zeolite, so The active component is cerium oxide; the preparation method of the modified natural zeolite comprises the following steps: sequentially impregnating the natural zeolite in nitric acid solution and ammonium nitrate solution to obtain the modified natural zeolite.
在本发明中,所述磁性沸石催化剂的粒度优选为180~220目,更优选为200目。在本发明中,上述粒度的磁性沸石催化剂为粉末状催化剂,与废液的接触面积大,催化效率高,且具有磁性,易于分离。In the present invention, the particle size of the magnetic zeolite catalyst is preferably 180-220 mesh, more preferably 200 mesh. In the present invention, the magnetic zeolite catalyst with the above particle size is a powder catalyst with a large contact area with waste liquid, high catalytic efficiency, magnetic properties and easy separation.
在本发明中,以铈占改性天然沸石的质量百分比计,所述活性组分的负载量优选为1~8wt%。In the present invention, based on the mass percentage of cerium in the modified natural zeolite, the loading amount of the active component is preferably 1-8 wt%.
在本发明中,以四氧化三铁占改性天然沸石的质量百分比计,所述四氧化三铁的负载量优选为10~15wt%。In the present invention, based on the mass percentage of ferric oxide in the modified natural zeolite, the loaded amount of ferric oxide is preferably 10-15 wt%.
在本发明中,所述磁性沸石催化剂的制备方法优选包括如下步骤:In the present invention, the preparation method of the magnetic zeolite catalyst preferably comprises the following steps:
将天然沸石依次在硝酸溶液和硝酸铵溶液中进行浸渍,得到改性天然沸石;The natural zeolite is sequentially impregnated in nitric acid solution and ammonium nitrate solution to obtain the modified natural zeolite;
将所述改性天然沸石分散于亚铁离子和铁离子的混合溶液中,滴加碱液至pH值为9~11,然后经陈化,得到磁性沸石;所述亚铁离子和铁离子的摩尔比为1:2;Dispersing the modified natural zeolite in a mixed solution of ferrous ions and ferric ions, adding lye dropwise until the pH value is 9-11, and then aging to obtain magnetic zeolite; the ferrous ions and ferric ions The molar ratio is 1:2;
将所述磁性沸石在铈盐的水溶液中进行浸渍,然后依次进行干燥和焙烧,得到磁性沸石催化剂。The magnetic zeolite is impregnated in the aqueous solution of cerium salt, then dried and calcined in sequence to obtain the magnetic zeolite catalyst.
本发明将天然沸石依次在硝酸溶液和硝酸铵溶液中进行浸渍,得到改性天然沸石。在本发明中,在硝酸溶液中浸渍可以清除沸石表面的杂质,在硝酸铵溶液中浸渍可以起到清理及扩大沸石孔道的作用,最终可得孔结构为介孔的沸石。In the invention, the natural zeolite is sequentially impregnated in the nitric acid solution and the ammonium nitrate solution to obtain the modified natural zeolite. In the present invention, immersion in nitric acid solution can remove impurities on the surface of zeolite, and immersion in ammonium nitrate solution can play a role in cleaning and expanding zeolite pores, and finally obtain zeolite with mesoporous pore structure.
在本发明中,制备磁性沸石催化剂所用天然沸石的粒度优选为180~220目,更优选为200目。In the present invention, the particle size of the natural zeolite used to prepare the magnetic zeolite catalyst is preferably 180-220 mesh, more preferably 200 mesh.
在本发明中,所述硝酸溶液的浓度优选为0.8~1.2mol/L,更优选为1mol/L;在所述硝酸溶液中浸渍的时间优选为3~5h,更优选为4h;所述天然沸石与硝酸溶液的用量比优选为1g:2.5~3.5mL。In the present invention, the concentration of the nitric acid solution is preferably 0.8-1.2 mol/L, more preferably 1 mol/L; the soaking time in the nitric acid solution is preferably 3-5 hours, more preferably 4 hours; the natural The dosage ratio of zeolite to nitric acid solution is preferably 1 g:2.5-3.5 mL.
在硝酸溶液中浸渍完成后,本发明优选将所得沸石依次进行离心和洗涤,再在硝酸铵溶液中进行浸渍;所述离心的转速优选为2500~3500r/min,离心的时间优选为5~10min;所述洗涤用洗液优选为超纯水,所述洗涤的次数优选为2~3次;本发明对所述洗涤的方式没有特殊限定,采用常规的洗涤方式即可。After the immersion in the nitric acid solution is completed, the present invention preferably centrifuges and washes the obtained zeolite in sequence, and then immerses in the ammonium nitrate solution; the rotational speed of the centrifugation is preferably 2500-3500r/min, and the centrifugation time is preferably 5-10min The lotion for washing is preferably ultrapure water, and the number of times of washing is preferably 2 to 3 times; the method of washing is not particularly limited in the present invention, and conventional washing methods can be used.
在本发明中,所述硝酸铵溶液的浓度优选为0.08~0.12mol/L,更优选为0.1mol/L;在所述硝酸铵溶液中浸渍的时间优选为3~5h,更优选为4h;所述天然沸石与硝酸溶液的用量比优选为1g:2.5~3.5mL。在所述硝酸铵溶液中浸渍完成后,本发明优选将所得沸石依次进行离心、洗涤和干燥,所述离心和洗涤的方法与在硝酸溶液中浸渍后进行的离心和洗涤方法相同,在此不再赘述;所述干燥的温度优选为100~110℃,时间优选为9~12h。In the present invention, the concentration of the ammonium nitrate solution is preferably 0.08-0.12mol/L, more preferably 0.1mol/L; the time of immersion in the ammonium nitrate solution is preferably 3-5h, more preferably 4h; The dosage ratio of the natural zeolite to the nitric acid solution is preferably 1g:2.5-3.5mL. After the immersion in the ammonium nitrate solution is completed, the present invention preferably carries out centrifugation, washing and drying of the gained zeolite in sequence, and the centrifugation and washing methods are the same as the centrifugation and washing methods carried out after immersion in the nitric acid solution, and are not mentioned here. To repeat; the drying temperature is preferably 100-110° C., and the drying time is preferably 9-12 hours.
在本发明中,所述浸渍过程中优选维持搅拌状态。In the present invention, it is preferable to maintain a stirring state during the impregnation.
得到改性天然沸石后,本发明将所述改性天然沸石分散于亚铁离子和铁离子的混合溶液中,滴加碱液至pH值为9~11,然后经陈化,得到磁性沸石;所述亚铁离子和铁离子的摩尔比为1:2。在本发明中,滴加碱液后,溶液中逐渐生成四氧化三铁,溶液颜色由橙红色逐渐变为黑色,经陈化后,溶液颜色保持不变。After the modified natural zeolite is obtained, the present invention disperses the modified natural zeolite in a mixed solution of ferrous ions and ferric ions, drops alkaline solution until the pH value is 9-11, and then ages to obtain the magnetic zeolite; The molar ratio of the ferrous ion to the ferric ion is 1:2. In the present invention, after the lye is added dropwise, ferric oxide is gradually generated in the solution, and the color of the solution gradually changes from orange red to black, and the color of the solution remains unchanged after aging.
在本发明中,所述亚铁离子优选由亚铁盐提供,所述亚铁盐优选为硫酸亚铁、氯化亚铁和硝酸亚铁中的至少一种;所述铁离子优选由铁盐提供,所述铁盐优选为硝酸铁、硫酸铁和氯化铁中的至少一种;所述亚铁离子的浓度优选为0.04~0.18mol/L。In the present invention, the ferrous ion is preferably provided by ferrous salt, and the ferrous salt is preferably at least one of ferrous sulfate, ferrous chloride and ferrous nitrate; It is provided that the iron salt is preferably at least one of ferric nitrate, ferric sulfate and ferric chloride; the concentration of the ferrous ion is preferably 0.04-0.18 mol/L.
在本发明中,所述改性天然沸石与亚铁离子和铁离子的混合溶液的用量比优选为1g:8~12mL。In the present invention, the dosage ratio of the mixed solution of the modified natural zeolite to ferrous ions and ferric ions is preferably 1 g:8-12 mL.
在本发明中,所述碱液优选为氨水或氢氧化钠水溶液;所述氨水优选为浓氨水,所述氨水的质量浓度优选为25~28%;所述氢氧化钠水溶液的浓度优选为0.2~0.4mol/L。In the present invention, the lye is preferably ammonia water or sodium hydroxide aqueous solution; the ammonia water is preferably concentrated ammonia water, and the mass concentration of the ammonia water is preferably 25% to 28%; the concentration of the sodium hydroxide aqueous solution is preferably 0.2 ~0.4mol/L.
在本发明中,所述滴加的速度优选为0.3~0.6mL/s。在本发明中,快速滴加可减少与氧气的暴露时间,以减少副产物氧化铁的生成。In the present invention, the dropping speed is preferably 0.3-0.6 mL/s. In the present invention, rapid dropwise addition can reduce the exposure time with oxygen, so as to reduce the formation of by-product iron oxide.
在本发明中,滴加碱液至pH值为9~11后,本发明优选搅拌15~25min,然后升温至陈化所需温度进行陈化。在本发明中,搅拌15~25min能够防止四氧化三铁颗粒的团聚,提高产品颗粒的均匀性。In the present invention, after the lye is added dropwise until the pH value is 9-11, the present invention preferably stirs for 15-25 minutes, and then heats up to the temperature required for aging for aging. In the present invention, stirring for 15-25 minutes can prevent the agglomeration of ferric oxide particles and improve the uniformity of product particles.
在本发明中,所述陈化的温度优选为60~80℃,更优选为70℃,时间优选为2~3h,更优选为2h。In the present invention, the aging temperature is preferably 60-80° C., more preferably 70° C., and the aging time is preferably 2-3 hours, more preferably 2 hours.
陈化完成后,本发明优选将陈化所得反应液过滤,将过滤所得固体依次进行洗涤和干燥,得到磁性沸石。After the aging is completed, the present invention preferably filters the reaction liquid obtained through aging, and washes and dries the filtered solid in sequence to obtain the magnetic zeolite.
得到磁性沸石后,本发明将所述磁性沸石在铈盐的水溶液中进行浸渍,然后依次进行干燥和焙烧,得到磁性沸石催化剂。After the magnetic zeolite is obtained, the present invention impregnates the magnetic zeolite in an aqueous solution of cerium salt, and then performs drying and roasting in sequence to obtain the magnetic zeolite catalyst.
在本发明中,所述铈盐优选为硝酸铈、氯化铈和硫酸铈中的至少一种,所述铈盐的水溶液中铈离子的浓度优选为0.05~0.1mol/L,更优选为0.086mol/L;所述铈盐的水溶液的pH值优选为7~10,更优选为7~8,在本发明中,优选使用氨水调节铈盐的水溶液的pH值,所述氨水优选为浓氨水,所述浓氨水的质量浓度优选为25~28%;所述磁性沸石与铈盐的水溶液的用量比优选为25~35g:100mL。In the present invention, the cerium salt is preferably at least one of cerium nitrate, cerium chloride and cerium sulfate, and the concentration of cerium ions in the aqueous solution of the cerium salt is preferably 0.05-0.1mol/L, more preferably 0.086 mol/L; the pH value of the aqueous solution of the cerium salt is preferably 7 to 10, more preferably 7 to 8. In the present invention, it is preferred to use ammonia water to adjust the pH value of the aqueous solution of the cerium salt, and the ammonia water is preferably concentrated ammonia water , the mass concentration of the concentrated ammonia water is preferably 25-28%; the amount ratio of the magnetic zeolite to the aqueous solution of the cerium salt is preferably 25-35g:100mL.
在本发明中,所述浸渍优选在超声的条件下进行,所述超声的强度优选为40~70W/m2;所述浸渍的时间优选为5~7h,更优选为6h。In the present invention, the impregnation is preferably carried out under ultrasonic conditions, and the intensity of the ultrasound is preferably 40-70 W/m 2 ; the impregnation time is preferably 5-7 hours, more preferably 6 hours.
浸渍完成后,本发明优选进行过滤,将所得固体进行干燥。After impregnation is complete, the present invention preferably filters and the resulting solids are dried.
在本发明中,所述干燥的温度优选为55~70℃,更优选为60℃;所述干燥的时间优选为10~14h,更优选为12h。In the present invention, the drying temperature is preferably 55-70° C., more preferably 60° C.; the drying time is preferably 10-14 hours, more preferably 12 hours.
干燥完成后,本发明优选将所得固体冷却至室温,进行研磨后,再进行焙烧。在本发明中,所述研磨所得产物的粒度优选为180~220目。本发明对所述研磨没有特殊限定,能够将干燥所得块状产物分散开即可。After drying, the present invention preferably cools the obtained solid to room temperature, grinds it, and then roasts it. In the present invention, the particle size of the grinding product is preferably 180-220 mesh. In the present invention, there is no special limitation on the grinding, as long as the dry obtained lumpy product can be dispersed.
在本发明中,所述焙烧优选在惰性气流或氮气气流进行;所述惰性气流或氮气气流的流量优选为200~250mL/min;所述焙烧的温度优选为420~480℃,更优选为450℃;所述焙烧的时间优选为4~5h,更优选为4h;升温至焙烧所需温度的升温速率优选为4~6℃/min,更优选为5℃/min。在本发明中,焙烧起到脱水作用,同时去除阴离子(如硝酸根离子)等杂质,增强催化剂的机械强度;缓慢升温有助于使活性组分得到更好的晶型,提高催化剂的活性。In the present invention, the calcination is preferably carried out in an inert gas flow or a nitrogen gas flow; the flow rate of the inert gas flow or nitrogen gas flow is preferably 200-250 mL/min; the temperature of the calcination is preferably 420-480 ° C, more preferably 450 °C; the roasting time is preferably 4-5 hours, more preferably 4 hours; the heating rate to the temperature required for roasting is preferably 4-6 °C/min, more preferably 5 °C/min. In the present invention, roasting plays a role in dehydration, and simultaneously removes impurities such as anions (such as nitrate ions), and enhances the mechanical strength of the catalyst; slowly raising the temperature helps to obtain a better crystal form of the active component and improve the activity of the catalyst.
在本发明中,所述磁性沸石催化剂的用量优选为0.5~4g/L,更优选为1g/L,所述臭氧氧化处理所用气体中臭氧的浓度优选为40~60mg/L,更优选为50mg/;所述臭氧氧化处理所用气体的流量优选为300~900mL/min;所述臭氧氧化处理的时间优选为100~150min,更优选为120~130min。在本发明中,在臭氧氧化处理过程中,在磁性沸石催化剂的催化作用下,难降解的大分子有机物被臭氧氧化为可生物降解的小分子有机物。In the present invention, the amount of the magnetic zeolite catalyst is preferably 0.5-4 g/L, more preferably 1 g/L, and the concentration of ozone in the gas used for the ozone oxidation treatment is preferably 40-60 mg/L, more preferably 50 mg /; The flow rate of the gas used in the ozone oxidation treatment is preferably 300-900mL/min; the time of the ozone oxidation treatment is preferably 100-150min, more preferably 120-130min. In the present invention, during the ozone oxidation treatment process, under the catalysis of the magnetic zeolite catalyst, the refractory macromolecular organic matter is oxidized by the ozone into biodegradable small molecular organic matter.
臭氧氧化处理完成后,本发明优选将臭氧氧化处理后的废水与磁性沸石催化剂分离,然后将废水进行臭氧去除,得到可生化处理的废水。After the ozone oxidation treatment is completed, the present invention preferably separates the wastewater after the ozone oxidation treatment from the magnetic zeolite catalyst, and then removes the ozone from the wastewater to obtain biochemically treatable wastewater.
在本发明中,所述臭氧去除的催化剂优选为改性天然沸石,所述改性天然沸石的粒径优选为1~2cm;作为臭氧去除的催化剂的改性天然沸石的制备方法与制备磁性沸石催化剂中的改性天然沸石的方法相同,仅仅是所用原料天然沸石的粒径不同,在此不再赘述。在本发明中,所述臭氧去除过程中,在改性天然沸石的催化作用下,臭氧分解,使水中残留的溶解性臭氧浓度大幅降低,有效降低了对后续曝气生物滤池中微生物的影响(臭氧浓度过高对微生物有毒害作用),同时,改性天然沸石在催化臭氧分解的过程中,还能进一步地降解水中的有机物,提高深度处理效果。In the present invention, the catalyst for ozone removal is preferably a modified natural zeolite, and the particle size of the modified natural zeolite is preferably 1 to 2 cm; the preparation method of the modified natural zeolite as a catalyst for ozone removal and the preparation of magnetic zeolite The method of modifying the natural zeolite in the catalyst is the same, only the particle size of the raw material natural zeolite used is different, which will not be repeated here. In the present invention, during the ozone removal process, under the catalysis of the modified natural zeolite, the ozone is decomposed, so that the concentration of dissolved ozone remaining in the water is greatly reduced, effectively reducing the impact on the microorganisms in the subsequent biological aerated filter (Excessive ozone concentration has a toxic effect on microorganisms). At the same time, the modified natural zeolite can further degrade the organic matter in the water during the process of catalyzing the decomposition of ozone, and improve the effect of advanced treatment.
在本发明中,所述臭氧去除的时间优选为20~40min。在本发明中,所述臭氧去除优选在接触停留池中进行,所述接触停留池中改性天然沸石的填充比优选为60~80%,更优选为70%,所述臭氧去除的时间即为废水在接触停留池中的停留时间。In the present invention, the ozone removal time is preferably 20-40 minutes. In the present invention, the ozone removal is preferably carried out in a contact retention tank, and the filling ratio of the modified natural zeolite in the contact retention tank is preferably 60 to 80%, more preferably 70%, and the ozone removal time is is the residence time of wastewater in the contact retention tank.
得到可生化处理的废水后,本发明将所述可生化处理的废水通过曝气生物滤池,得到达标废水。After the biochemically treatable wastewater is obtained, the present invention passes the biochemically treatable wastewater through a biological aerated filter to obtain standard wastewater.
在本发明中,所述曝气生物滤池中的填料优选包括沸石填料层和火山岩填料层;所述沸石填料层位于火山岩填料层下部;所述沸石填料层和火山岩填料层的厚度比优选为0.1~0.5:1;所述沸石填料层的填料粒径优选为1~2cm;所述火山岩填料层的填料粒径优选为1~2cm。在本发明中,上述填料的设计对溶解性臭氧有分解作用,可以进一步保护微生物不受残留臭氧的影响,起到进一步的保护作用;同时,下层的沸石填料和上层的火山岩填料都可以作为生物膜的载体。In the present invention, the filler in the biological aerated filter preferably includes a zeolite filler layer and a volcanic rock filler layer; the zeolite filler layer is located at the lower part of the volcanic rock filler layer; the thickness ratio of the zeolite filler layer and the volcanic rock filler layer is preferably 0.1-0.5:1; the filler particle size of the zeolite filler layer is preferably 1-2 cm; the filler particle size of the volcanic rock filler layer is preferably 1-2 cm. In the present invention, the design of the above-mentioned filler has a decomposing effect on dissolved ozone, which can further protect microorganisms from the influence of residual ozone and play a further protective role; at the same time, both the zeolite filler in the lower layer and the volcanic rock filler in the upper layer can be used as biological Membrane carrier.
在本发明中,所述曝气生物滤池中的气水比优选为3~5:1,更优选为4:1;所述可生化处理的废水在曝气生物滤池中的水力停留时间优选为3.5~5h,更优选为4h。In the present invention, the air-water ratio in the biological aerated filter is preferably 3 to 5:1, more preferably 4:1; the hydraulic retention time of the biochemically treatable wastewater in the biological aerated filter Preferably it is 3.5-5h, more preferably 4h.
在本发明中,所述曝气生物滤池中的生物膜优选通过如下方法制备得到:In the present invention, the biofilm in the biological aerated filter is preferably prepared by the following method:
将活性污泥与火山岩填料层的填料混合后,装填入曝气生物滤池,开启曝气生物滤池连续进水模式,连续运行13~20天,完成挂膜。After the activated sludge is mixed with the filler of the volcanic rock filler layer, it is filled into the biological aerated filter, and the continuous water inflow mode of the biological aerated filter is turned on, and the continuous operation is 13 to 20 days to complete the film formation.
在本发明中,所述活性污泥优选取自产生抗生素制药废水的制药厂中废水生化处理单元的好氧池。In the present invention, the activated sludge is preferably taken from the aerobic tank of the wastewater biochemical treatment unit in a pharmaceutical factory that produces antibiotic pharmaceutical wastewater.
下面结合实施例对本发明提供的一种抗生素制药废水的深度处理方法进行详细的说明,但是不能把它们理解为对本发明保护范围的限定。The advanced treatment method of an antibiotic pharmaceutical wastewater provided by the present invention will be described in detail below in conjunction with the examples, but they should not be interpreted as limiting the protection scope of the present invention.
实施例1Example 1
取华北某制药园区抗生素制药厂污水处理站生化处理单元出水,水质如下:COD为203~262mg·L-1,BOD5为23~43mg·L-1,TOC为79~101mg·L-1,NH4 +-N为9~14mg·L-1,pH值为6.5~7.5,DO为5~6mg·L-1,色度为70~90,SS为80~110mg L-1,TN为20~32mg L-1,总磷为2.3mg L-1。The effluent water from the biochemical treatment unit of the sewage treatment station of an antibiotic pharmaceutical factory in a pharmaceutical park in North China is taken. The water quality is as follows: COD is 203-262 mg·L -1 , BOD 5 is 23-43 mg·L -1 , TOC is 79-101 mg·L -1 , NH 4 + -N is 9~14mg·L -1 , pH is 6.5~7.5, DO is 5~6mg·L -1 , chroma is 70~90, SS is 80~110mg L -1 , TN is 20 ~32mg L -1 , total phosphorus is 2.3mg L -1 .
磁性沸石催化剂的制备:Preparation of magnetic zeolite catalyst:
将200目的天然沸石30g加入到90mL浓度为1.0mol/L的HNO3溶液中搅拌4h,然后在3000r/min转速下离心5min,将离心所得固体用超纯水洗涤2遍;再将其加入90mL浓度为0.1mol/L的NH4NO3溶液中搅拌4h,然后在3000r/min的转速下离心5min,将离心所得固体用超纯水洗涤2遍后,放入105℃烘箱中干燥6h,冷却至室温,得到改性天然沸石;Add 30 g of 200-mesh natural zeolite to 90 mL of HNO 3 solution with a concentration of 1.0 mol/L and stir for 4 hours, then centrifuge at 3000 r/min for 5 minutes, wash the centrifuged solid with ultrapure water twice; then add it to 90 mL Stir in NH4NO3 solution with a concentration of 0.1mol/L for 4h, then centrifuge at a speed of 3000r/min for 5min, wash the centrifuged solid with ultrapure water twice, put it in an oven at 105°C for 6h, and cool To room temperature, obtain modified natural zeolite;
分别称取3.60g FeSO4·7H2O和10.44g Fe(NO3)3·9H2O溶解在300mL无氧水中,取30g改性天然沸石置于配制好的溶液中,在室温搅拌条件下将浓氨水快速滴加到悬浮体系中,使pH值达到11后再搅拌20min,然后在70℃恒温水浴陈化2h后,过滤,再将过所得固体洗涤2~3遍后再次过滤,置于80℃干燥箱干燥2h,得到磁性沸石;Weigh 3.60g FeSO 4 7H 2 O and 10.44g Fe(NO 3 ) 3 9H 2 O and dissolve them in 300mL of anaerobic water, take 30g of modified natural zeolite and place them in the prepared solution, and stir at room temperature Quickly add concentrated ammonia water dropwise to the suspension system to make the pH value reach 11, then stir for 20 minutes, then age in a constant temperature water bath at 70°C for 2 hours, filter, wash the obtained solid 2 to 3 times, filter again, and place in Dry in an oven at 80°C for 2 hours to obtain magnetic zeolite;
称量3.72g Ce(NO3)3·6H2O加入到100.0mL的纯水中,配制浓度为0.086mol/L的Ce(NO3)3溶液,将30.0g上述磁性沸石置于其中,使用浓氨水调节pH值至7,在60W/m2的强度下超声浸渍6h,置于60℃烘箱中干燥12h后取出,冷却至室温后研磨成粉末,置于管式炉中,在氮气气流中,以5℃/min的速率升温至450℃,恒温焙烧4h,氮气气流的流速为200.0mL/min;焙烧完成后,冷却,得到磁性沸石催化剂;经X射线能谱仪分析得到磁性沸石催化剂中四氧化三铁的负载量为10wt%,铈的负载量为3.6wt%。Weigh 3.72g Ce(NO 3 ) 3 6H 2 O and add it into 100.0mL of pure water to prepare a Ce(NO 3 ) 3 solution with a concentration of 0.086mol/L, put 30.0g of the above-mentioned magnetic zeolite in it, and use Adjust the pH value to 7 with concentrated ammonia water, ultrasonically impregnate at 60W/ m2 for 6h, dry in an oven at 60°C for 12h, take it out, cool to room temperature, grind it into powder, put it in a tube furnace, in a nitrogen stream , heated up to 450°C at a rate of 5°C/min, roasted at a constant temperature for 4 hours, and the flow rate of the nitrogen gas flow was 200.0mL/min; after the roasting was completed, cooled to obtain a magnetic zeolite catalyst; the magnetic zeolite catalyst was obtained by X-ray energy spectrometer analysis. The loading amount of ferric oxide is 10wt%, and the loading amount of cerium is 3.6wt%.
将1L上述废水通入臭氧氧化处理的反应器,进行臭氧氧化处理;臭氧氧化处理过程中磁性沸石催化剂的用量为1g/L,臭氧氧化处理所用气体的浓度为50mg/L,流量为600mL/min,臭氧氧化处理的时间为60min,臭氧氧化处理完成后,将磁铁放置在臭氧氧化处理的反应器底部,将磁性沸石催化剂吸附在反应器底部,然后将臭氧氧化处理后的废水排放至接触停留池进行臭氧去除;所述接触停留池中放置有改性天然沸石,所述改性天然沸石为按照磁性沸石催化剂的制备过程中的改性天然沸石的制备方法制备得到,改性天然沸石的粒径为1~2cm,改性天然沸石的填充比为70%,废水在接触停留池中的停留时间为30min;经臭氧去除后得到可生化处理的废水;Pass 1L of the above-mentioned waste water into the reactor for ozone oxidation treatment for ozone oxidation treatment; the amount of magnetic zeolite catalyst used in the ozone oxidation treatment process is 1g/L, the concentration of gas used for ozone oxidation treatment is 50mg/L, and the flow rate is 600mL/min , the time of ozone oxidation treatment is 60min. After the ozone oxidation treatment is completed, the magnet is placed at the bottom of the reactor for ozone oxidation treatment, the magnetic zeolite catalyst is adsorbed at the bottom of the reactor, and then the wastewater after ozone oxidation treatment is discharged to the contact retention tank Carry out ozone removal; The modified natural zeolite is placed in the contact retention tank, the modified natural zeolite is prepared according to the preparation method of the modified natural zeolite in the preparation process of the magnetic zeolite catalyst, and the particle size of the modified natural zeolite is The filling ratio of the modified natural zeolite is 70%, and the residence time of the wastewater in the contact retention tank is 30 minutes; the wastewater that can be biochemically treated is obtained after ozone removal;
将可生化处理的废水通过曝气生物滤池,得到达标废水;所述曝气生物滤池中的填料为下层的沸石填料和上层的火山岩填料,沸石填料的粒径为1~2cm,火山岩填料的粒径为1~2cm,沸石填料和火山岩填料的厚度比为0.2:1,曝气生物滤池在使用前先进行挂膜,具体为取某制药园区抗生素制药厂污水处理站生化处理单元好氧池中的活性污泥,将该活性污泥与火山岩填料混合后,装填入曝气生物滤池的沸石填料层上,开启曝气生物滤池连续进水模式,连续运行20天,完成挂膜,通入可生化处理的废水,通过曝气生物滤池过程中,气水比为4:1,水力停留时间为4h。Pass the biochemically treatable wastewater through a biological aerated filter to obtain standard wastewater; the fillers in the biological aerated filter are zeolite fillers in the lower layer and volcanic rock fillers in the upper layer, the particle size of the zeolite fillers is 1 to 2 cm, and the volcanic rock fillers The particle size is 1-2cm, the thickness ratio of zeolite filler and volcanic rock filler is 0.2:1, and the biological aerated filter should be film-coated before use. Specifically, it is best to take the biochemical treatment unit of the sewage treatment station of an antibiotic pharmaceutical factory in a pharmaceutical park. Activated sludge in the oxygen tank, after mixing the activated sludge with volcanic rock filler, fill it on the zeolite filler layer of the biological aerated filter, turn on the continuous water inlet mode of the biological aerated filter, and run continuously for 20 days, complete Membrane hanging, biochemically treated wastewater is passed through, and the air-water ratio is 4:1 during the process of passing through the biological aerated filter, and the hydraulic retention time is 4h.
实施例2Example 2
按照实施例1的方法,对抗生物制药废水进行深度处理,不同之处在于,FeSO4·7H2O的加入量为3.60g,Fe(NO3)3·9H2O的加入量为10.44g,Ce(NO3)3溶液的浓度为0.043mol/L,磁性沸石催化剂中四氧化三铁的负载量为10wt%,铈的负载量为1.8wt%。According to the method of Example 1, the advanced treatment of biopharmaceutical wastewater was carried out, the difference being that the addition of FeSO 4 7H 2 O was 3.60 g, and the addition of Fe(NO 3 ) 3 9H 2 O was 10.44 g, The concentration of the Ce(NO 3 ) 3 solution is 0.043mol/L, the loading amount of ferric oxide in the magnetic zeolite catalyst is 10wt%, and the loading amount of cerium is 1.8wt%.
实施例3Example 3
按照实施例1的方法,对抗生物制药废水进行深度处理,不同之处在于,FeSO4·7H2O的加入量为3.60g,Fe(NO3)3·9H2O的加入量为10.44g,Ce(NO3)3溶液的浓度为0.172mol/L,磁性沸石催化剂中四氧化三铁的负载量为10wt%,铈的负载量为7.9wt%。According to the method of Example 1, the advanced treatment of biopharmaceutical wastewater was carried out, the difference being that the addition of FeSO 4 7H 2 O was 3.60 g, and the addition of Fe(NO 3 ) 3 9H 2 O was 10.44 g, The concentration of the Ce(NO 3 ) 3 solution is 0.172 mol/L, the loading amount of ferric oxide in the magnetic zeolite catalyst is 10wt%, and the loading amount of cerium is 7.9wt%.
实施例4Example 4
按照实施例1的方法对抗生素制药废水进行深度处理,不同之处在于,接触停留池中不投加催化剂,停留时间为1h,污水中残留的臭氧在接触停留池中自然分解。Advanced treatment of antibiotic pharmaceutical wastewater was carried out according to the method of Example 1, the difference being that no catalyst was added to the contact retention tank, the residence time was 1 h, and the residual ozone in the sewage was naturally decomposed in the contact retention tank.
实施例5Example 5
按照实施例1的方法对抗生素制药废水进行深度处理,不同之处在于,曝气生物滤池中的填料仅为火山岩填料。Advanced treatment of antibiotic pharmaceutical wastewater was carried out according to the method of Example 1, except that the filler in the biological aerated filter was only volcanic rock filler.
对比例1Comparative example 1
按照实施例1的方法对抗生素制药废水进行深度处理,不同之处在于,所述臭氧氧化处理所用催化剂为粒径为200目的LTA型人造沸石。Advanced treatment of antibiotic pharmaceutical wastewater was carried out according to the method of Example 1, the difference being that the catalyst used in the ozone oxidation treatment was LTA artificial zeolite with a particle size of 200 mesh.
对实施例1~5和对比例1处理得到的废水的各项指标进行分析,具体为:按照《国家环境保护总局.水和废水监测分析方法》(4版.北京:中国环境科学出版社,2002)公开的方法测试COD、NH4 +-N、TN(总氮)、TP(总磷)、SS(悬浮物),BOD5(生化需氧量)采用5日培养法测定;TOC(总有机碳)采用TOC仪(Analytik JenaMulti N/C 2100,德国)测定;溶液pH值采用pH计(OHAUS Starter 3C,美国奥豪斯)测定。结果如表1所示:The various indicators of the waste water obtained by the treatment of Examples 1 to 5 and Comparative Example 1 are analyzed, specifically: according to "State Environmental Protection Administration. Water and Waste Water Monitoring and Analysis Method" (4th Edition. Beijing: China Environmental Science Press, 2002) disclosed method tests COD, NH 4 + -N, TN (total nitrogen), TP (total phosphorus), SS (suspended solids), BOD 5 (biochemical oxygen demand) adopts 5 days culture method to measure; TOC (total Organic carbon) was measured by a TOC instrument (Analytik JenaMulti N/C 2100, Germany); the pH value of the solution was measured by a pH meter (OHAUS Starter 3C, Ohaus, USA). The results are shown in Table 1:
表1实施例1~5所得达标废水和对比例1处理所得废水的各项指标Table 1 embodiment 1~5 gained up to standard waste water and comparative example 1 every index of treated gained waste water
由表1可知,实施例1~5所得废水的各项指标均可达到GB 21903-2008标准,可直接进行排放,并且实施例1~5所得废水的生物需氧量和化学需氧量均低于对比例1,说明本发明所提供的技术方案能够更加充分地将废水中的有机物降解。此外,由表1可知,实施例1所得废水的生物需氧量和化学需氧量均低于实施例4~5,说明臭氧分解催化剂的加入有利于进一步深度降解有机物,生物滤池中采用天然沸石填料和火山岩填料两种填料,可进一步提高废水处理效果。It can be seen from Table 1 that all indicators of the wastewater obtained in Examples 1-5 can meet the GB 21903-2008 standard, and can be directly discharged, and the biological oxygen demand and chemical oxygen demand of the wastewater obtained in Examples 1-5 are both low Compared with Comparative Example 1, it shows that the technical solution provided by the present invention can more fully degrade the organic matter in the wastewater. In addition, it can be seen from Table 1 that the biological oxygen demand and chemical oxygen demand of the wastewater obtained in Example 1 are lower than those in Examples 4-5, indicating that the addition of an ozonolysis catalyst is conducive to further deep degradation of organic matter. Zeolite filler and volcanic rock filler can further improve the wastewater treatment effect.
以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。The above is only a preferred embodiment of the present invention, it should be pointed out that, for those of ordinary skill in the art, without departing from the principle of the present invention, some improvements and modifications can also be made, and these improvements and modifications can also be made. It should be regarded as the protection scope of the present invention.
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