CN111939866B - Method for efficiently treating household garbage leachate and preparing modified aluminum-iron-based adsorbent - Google Patents
Method for efficiently treating household garbage leachate and preparing modified aluminum-iron-based adsorbent Download PDFInfo
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- CN111939866B CN111939866B CN202010925426.3A CN202010925426A CN111939866B CN 111939866 B CN111939866 B CN 111939866B CN 202010925426 A CN202010925426 A CN 202010925426A CN 111939866 B CN111939866 B CN 111939866B
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- leachate
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- KCZFLPPCFOHPNI-UHFFFAOYSA-N alumane;iron Chemical class [AlH3].[Fe] KCZFLPPCFOHPNI-UHFFFAOYSA-N 0.000 title claims abstract description 70
- 239000003463 adsorbent Substances 0.000 title claims abstract description 57
- 238000000034 method Methods 0.000 title claims abstract description 40
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 113
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 74
- VEXZGXHMUGYJMC-UHFFFAOYSA-N Hydrochloric acid Chemical compound Cl VEXZGXHMUGYJMC-UHFFFAOYSA-N 0.000 claims abstract description 70
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 66
- 229910052742 iron Inorganic materials 0.000 claims abstract description 54
- 229910021578 Iron(III) chloride Inorganic materials 0.000 claims abstract description 46
- 239000011268 mixed slurry Substances 0.000 claims abstract description 42
- RBTARNINKXHZNM-UHFFFAOYSA-K iron trichloride Chemical compound Cl[Fe](Cl)Cl RBTARNINKXHZNM-UHFFFAOYSA-K 0.000 claims abstract description 33
- -1 iron chloride aluminum Chemical compound 0.000 claims abstract description 29
- 239000011812 mixed powder Substances 0.000 claims abstract description 28
- 239000000843 powder Substances 0.000 claims abstract description 26
- 239000007864 aqueous solution Substances 0.000 claims abstract description 25
- 238000003756 stirring Methods 0.000 claims abstract description 24
- 239000007788 liquid Substances 0.000 claims abstract description 22
- 239000002002 slurry Substances 0.000 claims abstract description 14
- 238000005245 sintering Methods 0.000 claims abstract description 11
- 239000010791 domestic waste Substances 0.000 claims description 43
- 239000001301 oxygen Substances 0.000 claims description 26
- 229910052760 oxygen Inorganic materials 0.000 claims description 26
- 238000000746 purification Methods 0.000 claims description 26
- 239000000203 mixture Substances 0.000 claims description 24
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical group [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims description 23
- 239000007787 solid Substances 0.000 claims description 16
- 230000009471 action Effects 0.000 claims description 15
- 229910018084 Al-Fe Inorganic materials 0.000 claims description 3
- 229910018192 Al—Fe Inorganic materials 0.000 claims description 3
- VSCWAEJMTAWNJL-UHFFFAOYSA-K aluminum chloride Substances Cl[Al](Cl)Cl VSCWAEJMTAWNJL-UHFFFAOYSA-K 0.000 claims description 2
- 239000000149 chemical water pollutant Substances 0.000 abstract description 63
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 abstract description 33
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 abstract description 32
- 229910052698 phosphorus Inorganic materials 0.000 abstract description 32
- 239000011574 phosphorus Substances 0.000 abstract description 32
- 238000000227 grinding Methods 0.000 abstract description 7
- 238000002156 mixing Methods 0.000 abstract description 7
- 230000004048 modification Effects 0.000 abstract description 6
- 238000012986 modification Methods 0.000 abstract description 6
- 239000000243 solution Substances 0.000 abstract description 6
- 238000005303 weighing Methods 0.000 abstract description 3
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical class [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 0.000 abstract description 2
- 238000000926 separation method Methods 0.000 abstract description 2
- 239000002699 waste material Substances 0.000 abstract description 2
- JAQXDZTWVWLKGC-UHFFFAOYSA-N [O-2].[Al+3].[Fe+2] Chemical compound [O-2].[Al+3].[Fe+2] JAQXDZTWVWLKGC-UHFFFAOYSA-N 0.000 abstract 1
- 238000001816 cooling Methods 0.000 abstract 1
- 238000001035 drying Methods 0.000 abstract 1
- TWNQGVIAIRXVLR-UHFFFAOYSA-N oxo(oxoalumanyloxy)alumane Chemical compound O=[Al]O[Al]=O TWNQGVIAIRXVLR-UHFFFAOYSA-N 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 21
- 230000008569 process Effects 0.000 description 21
- 238000001514 detection method Methods 0.000 description 20
- 238000004364 calculation method Methods 0.000 description 17
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 15
- RVPVRDXYQKGNMQ-UHFFFAOYSA-N lead(2+) Chemical compound [Pb+2] RVPVRDXYQKGNMQ-UHFFFAOYSA-N 0.000 description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 14
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 12
- 150000003254 radicals Chemical class 0.000 description 12
- 239000003344 environmental pollutant Substances 0.000 description 11
- 231100000719 pollutant Toxicity 0.000 description 11
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 description 10
- CYUOWZRAOZFACA-UHFFFAOYSA-N aluminum iron Chemical compound [Al].[Fe] CYUOWZRAOZFACA-UHFFFAOYSA-N 0.000 description 10
- 239000000701 coagulant Substances 0.000 description 10
- 239000000084 colloidal system Substances 0.000 description 9
- 230000000052 comparative effect Effects 0.000 description 9
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 8
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 8
- 239000001569 carbon dioxide Substances 0.000 description 6
- 229910002092 carbon dioxide Inorganic materials 0.000 description 6
- 239000007789 gas Substances 0.000 description 6
- NMCUIPGRVMDVDB-UHFFFAOYSA-L iron dichloride Chemical compound Cl[Fe]Cl NMCUIPGRVMDVDB-UHFFFAOYSA-L 0.000 description 6
- 238000006116 polymerization reaction Methods 0.000 description 6
- VHGYCNAJWJGNDM-UHFFFAOYSA-K aluminum iron trichloride Chemical compound [Al+3].[Cl-].[Cl-].[Cl-].[Fe] VHGYCNAJWJGNDM-UHFFFAOYSA-K 0.000 description 5
- 239000001257 hydrogen Substances 0.000 description 5
- 229910052739 hydrogen Inorganic materials 0.000 description 5
- 230000007062 hydrolysis Effects 0.000 description 5
- 238000006460 hydrolysis reaction Methods 0.000 description 5
- QWPPOHNGKGFGJK-UHFFFAOYSA-N hypochlorous acid Chemical compound ClO QWPPOHNGKGFGJK-UHFFFAOYSA-N 0.000 description 5
- 239000002245 particle Substances 0.000 description 5
- 239000002957 persistent organic pollutant Substances 0.000 description 5
- 230000008901 benefit Effects 0.000 description 4
- 229910001385 heavy metal Inorganic materials 0.000 description 4
- FBAFATDZDUQKNH-UHFFFAOYSA-M iron chloride Chemical compound [Cl-].[Fe] FBAFATDZDUQKNH-UHFFFAOYSA-M 0.000 description 4
- 229910052757 nitrogen Inorganic materials 0.000 description 4
- 238000002360 preparation method Methods 0.000 description 4
- 239000002893 slag Substances 0.000 description 4
- 238000001179 sorption measurement Methods 0.000 description 4
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 3
- 229940037003 alum Drugs 0.000 description 3
- 239000000460 chlorine Substances 0.000 description 3
- 229910052801 chlorine Inorganic materials 0.000 description 3
- 230000003247 decreasing effect Effects 0.000 description 3
- 239000002920 hazardous waste Substances 0.000 description 3
- 239000005416 organic matter Substances 0.000 description 3
- 230000003647 oxidation Effects 0.000 description 3
- 238000007254 oxidation reaction Methods 0.000 description 3
- KZBUYRJDOAKODT-UHFFFAOYSA-N Chlorine Chemical compound ClCl KZBUYRJDOAKODT-UHFFFAOYSA-N 0.000 description 2
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 description 2
- 229910002651 NO3 Inorganic materials 0.000 description 2
- NHNBFGGVMKEFGY-UHFFFAOYSA-N Nitrate Chemical compound [O-][N+]([O-])=O NHNBFGGVMKEFGY-UHFFFAOYSA-N 0.000 description 2
- 229910004298 SiO 2 Inorganic materials 0.000 description 2
- NJFMNPFATSYWHB-UHFFFAOYSA-N ac1l9hgr Chemical compound [Fe].[Fe] NJFMNPFATSYWHB-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- FFBHFFJDDLITSX-UHFFFAOYSA-N benzyl N-[2-hydroxy-4-(3-oxomorpholin-4-yl)phenyl]carbamate Chemical compound OC1=C(NC(=O)OCC2=CC=CC=C2)C=CC(=C1)N1CCOCC1=O FFBHFFJDDLITSX-UHFFFAOYSA-N 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000000354 decomposition reaction Methods 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 238000006864 oxidative decomposition reaction Methods 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- YGSDEFSMJLZEOE-UHFFFAOYSA-N salicylic acid Chemical compound OC(=O)C1=CC=CC=C1O YGSDEFSMJLZEOE-UHFFFAOYSA-N 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000009849 deactivation Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- SOCTUWSJJQCPFX-UHFFFAOYSA-N dichromate(2-) Chemical compound [O-][Cr](=O)(=O)O[Cr]([O-])(=O)=O SOCTUWSJJQCPFX-UHFFFAOYSA-N 0.000 description 1
- 238000004993 emission spectroscopy Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 239000000706 filtrate Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009616 inductively coupled plasma Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 239000011259 mixed solution Substances 0.000 description 1
- FJKROLUGYXJWQN-UHFFFAOYSA-N papa-hydroxy-benzoic acid Natural products OC(=O)C1=CC=C(O)C=C1 FJKROLUGYXJWQN-UHFFFAOYSA-N 0.000 description 1
- 231100000572 poisoning Toxicity 0.000 description 1
- 230000000607 poisoning effect Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 229960004889 salicylic acid Drugs 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
- 239000003923 scrap metal Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002594 sorbent Substances 0.000 description 1
- 238000002798 spectrophotometry method Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 231100001234 toxic pollutant 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
- B01J20/00—Solid sorbent compositions or filter aid compositions; Sorbents for chromatography; Processes for preparing, regenerating or reactivating thereof
- B01J20/02—Solid sorbent compositions or filter aid compositions; Sorbents for chromatography; Processes for preparing, regenerating or reactivating thereof comprising inorganic material
- B01J20/06—Solid sorbent compositions or filter aid compositions; Sorbents for chromatography; Processes for preparing, regenerating or reactivating thereof comprising inorganic material comprising oxides or hydroxides of metals not provided for in group B01J20/04
- B01J20/08—Solid sorbent compositions or filter aid compositions; Sorbents for chromatography; Processes for preparing, regenerating or reactivating thereof comprising inorganic material comprising oxides or hydroxides of metals not provided for in group B01J20/04 comprising aluminium oxide or hydroxide; comprising bauxite
-
- 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
- B01J20/00—Solid sorbent compositions or filter aid compositions; Sorbents for chromatography; Processes for preparing, regenerating or reactivating thereof
- B01J20/02—Solid sorbent compositions or filter aid compositions; Sorbents for chromatography; Processes for preparing, regenerating or reactivating thereof comprising inorganic material
- B01J20/06—Solid sorbent compositions or filter aid compositions; Sorbents for chromatography; Processes for preparing, regenerating or reactivating thereof comprising inorganic material comprising oxides or hydroxides of metals not provided for in group B01J20/04
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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
- B01J20/00—Solid sorbent compositions or filter aid compositions; Sorbents for chromatography; Processes for preparing, regenerating or reactivating thereof
- B01J20/28—Solid sorbent compositions or filter aid compositions; Sorbents for chromatography; Processes for preparing, regenerating or reactivating thereof characterised by their form or physical properties
- B01J20/28054—Solid sorbent compositions or filter aid compositions; Sorbents for chromatography; Processes for preparing, regenerating or reactivating thereof characterised by their form or physical properties characterised by their surface properties or porosity
- B01J20/28057—Surface area, e.g. B.E.T specific surface area
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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
- B01J20/00—Solid sorbent compositions or filter aid compositions; Sorbents for chromatography; Processes for preparing, regenerating or reactivating thereof
- B01J20/30—Processes for preparing, regenerating, or reactivating
- B01J20/3021—Milling, crushing or grinding
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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
- B01J20/00—Solid sorbent compositions or filter aid compositions; Sorbents for chromatography; Processes for preparing, regenerating or reactivating thereof
- B01J20/30—Processes for preparing, regenerating, or reactivating
- B01J20/3078—Thermal treatment, e.g. calcining or pyrolizing
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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
- B01J20/00—Solid sorbent compositions or filter aid compositions; Sorbents for chromatography; Processes for preparing, regenerating or reactivating thereof
- B01J20/30—Processes for preparing, regenerating, or reactivating
- B01J20/3085—Chemical treatments not covered by groups B01J20/3007 - B01J20/3078
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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
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/281—Treatment of water, waste water, or sewage by sorption using inorganic sorbents
-
- 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
- C02F2101/10—Inorganic compounds
- C02F2101/105—Phosphorus 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
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/16—Nitrogen compounds, e.g. ammonia
-
- 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
- C02F2101/10—Inorganic compounds
- C02F2101/20—Heavy metals or heavy metal 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
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/06—Contaminated groundwater or leachate
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Abstract
Description
技术领域technical field
本发明涉及危险废弃物无害化处置及资源化领域,具体涉及一种高效处置生活垃圾渗滤液并制备改性铝铁基吸附剂的方法。The invention relates to the field of harmless disposal and resource utilization of hazardous waste, in particular to a method for efficiently disposing of household garbage leachate and preparing a modified aluminum-iron-based adsorbent.
背景技术Background technique
垃圾渗滤液是生活垃圾填埋过程中因雨水淋洗冲刷和微生物厌氧作用所产生的高污染液体。垃圾填埋场所产生的垃圾渗滤液占所有来源总量的15%-30%。垃圾渗滤液若不经合理处置就随意排放会对排放区域周边土壤、水体(包括地表水和地下水)及大气环境造成严重的污染。垃圾渗滤液中污染物成分复杂且浓度相当高。Landfill leachate is a highly polluted liquid produced by rainwater scouring and microbial anaerobic action during the domestic waste landfill process. Leachate from landfills accounts for 15%-30% of the total from all sources. If landfill leachate is discharged randomly without reasonable disposal, it will cause serious pollution to the surrounding soil, water (including surface water and groundwater) and the atmospheric environment around the discharge area. The pollutant components in landfill leachate are complex and the concentration is quite high.
总体而言,垃圾渗滤液主要有以下特点:污染物种类复杂且浓度较高、水量和水质变化大、氨氮含量高、存在重金属污染物、臭味强烈。若将垃圾渗滤液直接排入城市污水处理系统,不仅会严重加大系统负荷,还会将大量不可降解毒污染物携进活性污泥中,从而造成活性污泥失活以及中毒。研发合适的垃圾渗滤液处置技术已成为当下环境治理中的一个热门话题。目前,国内外处理垃圾渗滤液方法主要包括过滤法、蒸发法、膜分离法、混凝沉淀法、高级氧化法。但这些方法存在净化工艺亢长、渗滤液净化效率低、次生固液危险废物产量大、次生固液危险废物处置难度大等问题。Generally speaking, landfill leachate mainly has the following characteristics: complex types of pollutants and high concentration, large changes in water volume and water quality, high content of ammonia nitrogen, presence of heavy metal pollutants, and strong odor. If the landfill leachate is directly discharged into the urban sewage treatment system, it will not only seriously increase the load on the system, but also bring a large amount of non-degradable and toxic pollutants into the activated sludge, resulting in deactivation and poisoning of the activated sludge. The development of appropriate landfill leachate disposal technology has become a hot topic in current environmental governance. At present, domestic and foreign landfill leachate treatment methods mainly include filtration, evaporation, membrane separation, coagulation and precipitation, and advanced oxidation. However, these methods have problems such as long purification process, low leachate purification efficiency, large output of secondary solid-liquid hazardous waste, and difficult disposal of secondary solid-liquid hazardous waste.
因此,研发一种工艺简单、可实现垃圾渗滤液高效净化、资源化利用渗滤液处置过程中产生的次生废物是解决当前垃圾渗滤液处置问题的关键。Therefore, the key to solving the current landfill leachate disposal problem is to develop a simple process, which can realize efficient purification of landfill leachate, and resource utilization of secondary waste generated in the process of leachate disposal.
发明内容Contents of the invention
发明目的:本发明所要解决的技术问题是提供了一种高效处置生活垃圾渗滤液并制备改性铝铁基吸附剂的方法。本发明将生活垃圾渗滤液处置过程与改性铝铁吸附剂制备过程合二为一,既净化了生活垃圾渗滤液又实现了氧化铝铁的改性,本发明制备的氧化铝铁吸附剂比表面积最大可为478m2/g。Purpose of the invention: The technical problem to be solved by the present invention is to provide a method for efficiently disposing of domestic waste leachate and preparing a modified aluminum-iron-based adsorbent. The present invention combines the disposal process of domestic garbage leachate and the preparation process of the modified aluminum-iron adsorbent into one, which not only purifies the domestic garbage leachate but also realizes the modification of alumina iron. The surface area can be up to 478 m 2 /g.
本发明还要解决的技术问题是提供了一种高比表面积的改性铝铁基吸附剂。The technical problem to be solved by the present invention is to provide a modified aluminum-iron-based adsorbent with high specific surface area.
技术方案:为了解决上述技术问题,本发明提供了一种高效处置生活垃圾渗滤液并制备改性铝铁基吸附剂的方法,包括以下步骤:Technical solution: In order to solve the above technical problems, the present invention provides a method for efficiently disposing of domestic waste leachate and preparing a modified aluminum-iron-based adsorbent, including the following steps:
1)分别称取铝灰与废铁屑,混合,机械研磨2~6小时,得到活化铝铁混合粉;1) Weighing aluminum ash and scrap iron chips respectively, mixing them, and mechanically grinding them for 2 to 6 hours to obtain activated aluminum-iron mixed powder;
2)分别称取盐酸水溶液与活化铝铁混合粉,混合,搅拌6~24小时,得氯化铝铁混合浆;2) Weigh the hydrochloric acid aqueous solution and the activated aluminum-iron mixed powder respectively, mix them, and stir for 6 to 24 hours to obtain the aluminum-iron chloride mixed slurry;
3)分别量取生活垃圾渗滤液与氯化铝铁混合浆,混合,搅拌并进行低温等离子体照射3~12小时,离心,固液分离分别得到生活垃圾渗滤液净化液和聚合氯化铝铁浆;3) Measure the mixed slurry of domestic waste leachate and aluminum ferric chloride, mix, stir and irradiate with low-temperature plasma for 3 to 12 hours, centrifuge, and separate solid and liquid to obtain domestic waste leachate purification liquid and polyaluminum ferric chloride respectively pulp;
4)在50~150℃条件下将聚合氯化铝铁浆烘干,研磨,得到聚合氯化铝铁粉,将聚合氯化铝铁粉烧结3~9小时,冷却至常温,得到改性铝铁基吸附剂。4) Dry the polyaluminum chloride iron slurry at 50-150°C, grind it to obtain polyaluminum chloride iron powder, sinter the polyaluminum chloride iron powder for 3-9 hours, cool to room temperature, and obtain modified aluminum Iron-based sorbent.
其中,所述步骤1)中的铝灰与废铁屑质量比2~4∶1。Wherein, the mass ratio of aluminum ash to scrap iron chips in the step 1) is 2-4:1.
其中,所述步骤2)中盐酸水溶液浓度为2~6M。Wherein, the concentration of the hydrochloric acid aqueous solution in the step 2) is 2-6M.
其中,所述步骤2)中盐酸水溶液与活化铝铁混合粉液固比10~30∶1mL/g。Wherein, the liquid-solid ratio of the hydrochloric acid aqueous solution and the activated aluminum-iron mixed powder in the step 2) is 10-30:1 mL/g.
其中,所述步骤3)中生活垃圾渗滤液与氯化铝铁混合浆体积比1~3∶1。Wherein, in the step 3), the volume ratio of the domestic garbage leachate and the mixed slurry of aluminum ferric chloride is 1-3:1.
其中,所述步骤3)中低温等离子体作用电压为10~50kV,低温等离子体作用气氛为氧气。Wherein, the low-temperature plasma action voltage in the step 3) is 10-50 kV, and the low-temperature plasma action atmosphere is oxygen.
其中,所述步骤4)中烧结温度为300~600℃。Wherein, the sintering temperature in the step 4) is 300-600°C.
本发明内容还包括所述的方法制备得到的改性铝铁基吸附剂。The content of the present invention also includes the modified aluminum-iron-based adsorbent prepared by the method.
本发明的反应机理:将铝灰与废铁屑混合后,由于粒径分布差异,在研磨过程中铝灰与废铁屑相互碰撞与挤压,相互将产生较强的碰撞力与剪切力,从而导致粒径变小,颗粒比表面积变大。将盐酸水溶液与活化铝铁混合粉混合,搅拌过程中随着氢离子不断消耗铝灰与废铁屑逐渐溶解到液体中,生成铝离子和铁离子。将生活垃圾渗滤液与氯化铝铁混合后,混合液中引入的铝离子和铁离子可降低垃圾渗滤液中胶体的ζ电位,诱发渗滤液中的胶体形成矾花从而实现沉降。低温等离子体照射过程中,气氛中的氧气在放电通道中发生解离和电离,生成氧自由基。氧自由基可将垃圾渗滤液中的部分氨氮转化成氮气和硝酸盐,还可通过氧化作用实现垃圾渗滤液中的部分有机污染物分解、矿化。氧自由基还可与氢离子结合生成双氧水。氧自由基还可将氯离子氧化成氯气和次氯酸。双氧水、氯气和次氯酸可进一步强化有机污染物分解。同时,氧自由基可诱发氯化铝铁混合浆中的铝和铁发生水解聚合反应,生成聚合铝铁混凝剂。聚合铝铁混凝剂可通过吸附架桥作用和网捕作用进一步吸附垃圾渗滤液中的污染物,从而实现垃圾渗滤液的净化。在烧结过程,聚合氯化铝铁粉发生氧化分解,生成氧化铝铁粉末。同时在高温环境下聚合氯化铝铁粉中吸附的有机物发生氧化分解,产生二氧化碳气体。二氧化碳气体从氧化铝铁粉末中快速释放出来,从而进一步提高氧化铝铁粉末的比表面积。吸附在聚合氯化铝铁粉的磷、氮、重金属等元素在聚合氯化铝铁粉发生氧化分解过程中被快速氧化并融合到氧化铝铁粉末中,从而实现氧化铝铁表面改性,增加其表面吸附活性位点。The reaction mechanism of the present invention: after mixing aluminum ash and scrap iron chips, due to the difference in particle size distribution, the aluminum ash and scrap iron chips collide and squeeze each other during the grinding process, which will generate strong collision force and shear force , resulting in smaller particle size and larger specific surface area. The hydrochloric acid aqueous solution is mixed with the activated aluminum-iron mixed powder. During the stirring process, the aluminum ash and scrap iron chips are gradually dissolved into the liquid with the continuous consumption of hydrogen ions to generate aluminum ions and iron ions. After mixing domestic waste leachate with aluminum ferric chloride, the aluminum ions and iron ions introduced into the mixture can reduce the zeta potential of the colloids in the landfill leachate, and induce the colloids in the leachate to form alum flowers to achieve settlement. During low-temperature plasma irradiation, oxygen in the atmosphere dissociates and ionizes in the discharge channel to generate oxygen free radicals. Oxygen free radicals can convert part of ammonia nitrogen in landfill leachate into nitrogen and nitrate, and can also decompose and mineralize some organic pollutants in landfill leachate through oxidation. Oxygen free radicals can also combine with hydrogen ions to form hydrogen peroxide. Oxygen radicals can also oxidize chloride ions to chlorine gas and hypochlorous acid. Hydrogen peroxide, chlorine and hypochlorous acid can further enhance the decomposition of organic pollutants. At the same time, oxygen free radicals can induce the hydrolysis and polymerization of aluminum and iron in the aluminum chloride-ferric mixed slurry to form a polymerized aluminum-iron coagulant. The polymeric aluminum-iron coagulant can further adsorb the pollutants in the landfill leachate through the adsorption bridging effect and the net capture effect, so as to realize the purification of the landfill leachate. During the sintering process, the polyaluminum iron chloride powder oxidizes and decomposes to produce alumina iron powder. At the same time, the organic matter adsorbed in the polyaluminum chloride iron powder is oxidized and decomposed under high temperature environment to produce carbon dioxide gas. Carbon dioxide gas is quickly released from the alumina iron powder, thereby further increasing the specific surface area of the alumina iron powder. Elements such as phosphorus, nitrogen, and heavy metals adsorbed on the polyaluminum iron chloride powder are rapidly oxidized and fused into the alumina iron powder during the oxidative decomposition process of the polyaluminum iron iron powder, thereby realizing the surface modification of the alumina iron, increasing the Its surface adsorbs active sites.
有益效果:与现有技术相比,本发明的显著优点是:Beneficial effect: compared with prior art, the remarkable advantage of the present invention is:
(1)本发明将生活垃圾渗滤液处置过程与改性铝铁吸附剂制备过程合二为一,既净化了生活垃圾渗滤液又实现了氧化铝铁的改性。本发明可实现垃圾渗滤液中最高98%COD、99%氨氮、99%总磷、99%铅去除,获得的氧化铝铁吸附剂比表面积最大可为478m2/g,氧化铝铁吸附剂对重金属污染物的去除率远高于商业用氧化铝和氧化铁。(1) The present invention combines the disposal process of domestic waste leachate and the preparation process of modified aluminum-iron adsorbent, which not only purifies the domestic waste leachate but also realizes the modification of alumina iron. The invention can realize the removal of up to 98% COD, 99% ammonia nitrogen, 99% total phosphorus and 99% lead in landfill leachate, and the specific surface area of the obtained alumina-iron adsorbent can be up to 478m 2 /g, and the alumina-iron adsorbent is relatively The removal rate of heavy metal pollutants is much higher than commercial alumina and iron oxide.
(2)本发明处置及制备过程简单,处置及制备过程易实现,所需原料来源广泛。(2) The disposal and preparation process of the present invention is simple, the disposal and preparation process is easy to realize, and the sources of required raw materials are extensive.
附图说明Description of drawings
图1是本发明的流程图;Fig. 1 is a flow chart of the present invention;
图2是低温等离子体作用装置图。Fig. 2 is a diagram of a low-temperature plasma action device.
具体实施方式Detailed ways
下面结合附图和实施例对本发明作进一步的说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
需要说明的是,本发明的垃圾渗滤液取自连云港市青龙山生活垃圾卫生填埋场。该垃圾渗滤液中COD的质量浓度为1456mg/L,氨氮的浓度为945mg/L,总磷198mg/L、铅离子(Pb2+)14mg/L。It should be noted that the landfill leachate of the present invention is taken from the Qinglongshan sanitary landfill of domestic waste in Lianyungang City. The mass concentration of COD in the landfill leachate is 1456 mg/L, the concentration of ammonia nitrogen is 945 mg/L, the total phosphorus is 198 mg/L, and the lead ion (Pb 2+ ) is 14 mg/L.
铝灰由巩义市北官庄亨通高温炉材厂获得,主要包含24.43%Al、60.34%Al2O3、6.51%SiO2、3.36%Na2O、2.32%MgO、1.68%CaO、1.36%MnO。Aluminum ash was obtained from Gongyi Beiguanzhuang Hengtong High Temperature Furnace Material Factory, mainly containing 24.43% Al, 60.34% Al 2 O 3 , 6.51% SiO 2 , 3.36% Na 2 O, 2.32% MgO, 1.68% CaO, 1.36% MnO .
废铁屑由广州市宏达废旧金属回收公司获得,主要包括43.34%Fe、36.38%Fe2O3、4.28%SiO2、3.64%P2O5、2.36%CaO。Iron scrap was obtained from Guangzhou Hongda Scrap Metal Recycling Company, mainly including 43.34% Fe, 36.38% Fe 2 O 3 , 4.28% SiO 2 , 3.64% P2O5, 2.36% CaO.
实施例1铝灰与废铁屑质量比对垃圾渗滤液净化及改性铝铁吸附剂比表面积影响Example 1 Effect of the mass ratio of aluminum ash and scrap iron on the purification of landfill leachate and the specific surface area of modified aluminum-iron adsorbent
按照铝灰与废铁屑质量比1∶1、1.5∶1、1.8∶1、2∶1、3∶1、4∶1、4.5∶1、5∶1、6∶1分别称取铝灰与废铁屑,混合,机械研磨2小时,得到九组活化铝铁混合粉。将水与盐酸混合,搅拌均匀,配制盐酸水溶液,其中盐酸水溶液浓度为2M。按照盐酸水溶液与活化铝铁混合粉液固比10∶1mL/g分别称取盐酸水溶液与活化铝铁混合粉,混合,搅拌6小时,得九组氯化铝铁混合浆。按照生活垃圾渗滤液与氯化铝铁混合浆体积比1∶1分别量取生活垃圾渗滤液与氯化铝铁混合浆,混合,搅拌并进行低温等离子体照射3小时,离心,固液分离分别得到九组生活垃圾渗滤液净化液和九组聚合氯化铝铁浆,其中低温等离子体作用电压为10kV,低温等离子体作用气氛为氧气。在50℃条件下将九组聚合氯化铝铁浆烘干,研磨,得到九组聚合氯化铝铁粉。将九组聚合氯化铝铁粉烧结3小时,冷却至常温,得到九组改性铝铁吸附剂,其中烧结温度为300℃。According to the mass ratio of aluminum ash to scrap iron chips 1:1, 1.5:1, 1.8:1, 2:1, 3:1, 4:1, 4.5:1, 5:1, 6:1, weigh aluminum ash and Iron scraps were mixed and mechanically ground for 2 hours to obtain nine groups of activated aluminum-iron mixed powders. Mix water and hydrochloric acid and stir evenly to prepare an aqueous hydrochloric acid solution, wherein the concentration of the aqueous hydrochloric acid solution is 2M. Weigh the hydrochloric acid aqueous solution and the activated aluminum-iron mixed powder according to the liquid-solid ratio of hydrochloric acid aqueous solution and activated aluminum-iron mixed powder 10:1mL/g, mix and stir for 6 hours to obtain nine groups of aluminum-iron chloride mixed slurry. According to the volume ratio of domestic waste leachate and aluminum ferric chloride mixed slurry 1:1, measure the domestic waste leachate and aluminum ferric chloride mixed slurry respectively, mix, stir and perform low-temperature plasma irradiation for 3 hours, centrifuge, and separate solid and liquid Nine groups of domestic waste leachate purification liquid and nine groups of polyaluminum chloride ferric slurry were obtained, wherein the low-temperature plasma action voltage was 10kV, and the low-temperature plasma action atmosphere was oxygen. Dry and grind the nine groups of polyaluminum ferric chloride slurry at 50°C to obtain nine groups of polyaluminum ferric chloride powder. Nine groups of polyaluminium-iron chloride powders were sintered for 3 hours and cooled to room temperature to obtain nine groups of modified aluminum-iron adsorbents, wherein the sintering temperature was 300°C.
COD浓度检测及COD去除率的计算:垃圾渗滤液中化学需氧量COD的浓度按照国家标准《水质化学需氧量的测定重铬酸盐法》(GB 11914-1989)进行测定;COD去除率按照公式(1)计算,其中RCOD为COD去除率,cQ和ct分别为垃圾渗滤液在处理前和处理后的COD浓度(mg/L)。Detection of COD concentration and calculation of COD removal rate: The concentration of COD in landfill leachate is determined according to the national standard "Dichromate Method for Determination of Chemical Oxygen Demand in Water Quality" (GB 11914-1989); COD removal rate Calculated according to formula (1), where R COD is the COD removal rate, c Q and c t are the COD concentrations (mg/L) of landfill leachate before and after treatment, respectively.
氨氮浓度检测及氨氮去除率计算:垃圾渗滤液中氨氮的浓度按照《水质氨氮的测定水杨酸分光光度法》(HJ536-2009)进行测定;氨氮去除率按照公式(2)计算,其中RN为氨氮去除率,cN0为处理前的垃圾渗滤液中氨氮初始浓度(mg/L),cNt为处理后的垃圾渗滤液中氨氮剩余浓度(mg/L)。Detection of ammonia nitrogen concentration and calculation of ammonia nitrogen removal rate: the concentration of ammonia nitrogen in landfill leachate is measured according to "Determination of Ammonia Nitrogen in Water Quality by Salicylic Acid Spectrophotometry"(HJ536-2009); the removal rate of ammonia nitrogen is calculated according to formula (2), where R N is the removal rate of ammonia nitrogen, c N0 is the initial concentration of ammonia nitrogen in the landfill leachate before treatment (mg/L), and c Nt is the residual concentration of ammonia nitrogen in the landfill leachate after treatment (mg/L).
总磷浓度检测及总磷去除率计算:垃圾渗滤液中总磷的浓度按照《水质总磷水质总磷的测定》(GB1893-89)进行测定;总磷去除率按照公式(3)计算,其中Rp为总磷去除率,cp0为处理前的垃圾渗滤液中总磷初始浓度(mg/L),cpt为处理后的垃圾渗滤液中总磷剩余浓度(mg/L)。Detection of total phosphorus concentration and calculation of total phosphorus removal rate: the concentration of total phosphorus in landfill leachate is determined according to "Determination of total phosphorus in water quality"(GB1893-89); the removal rate of total phosphorus is calculated according to formula (3), where R p is the removal rate of total phosphorus, c p0 is the initial concentration of total phosphorus in the landfill leachate before treatment (mg/L), and c pt is the residual concentration of total phosphorus in the landfill leachate after treatment (mg/L).
铅离子浓度检测及去除率计算:垃圾渗滤液中铅离子浓度按照《水质32种元素的测定电感耦合等离子体发射光谱法》(HJ 776-2015)测定。铅离子去除率按照公式(4)计算,其中Rpb为铅离子去除率,cPb0为处理前的垃圾渗滤液中铅离子初始浓度(mg/L),cPbt为处理后的垃圾渗滤液中铅离子浓度(mg/L)。Detection of lead ion concentration and calculation of removal rate: The concentration of lead ion in landfill leachate was determined according to "Determination of 32 Elements in Water Quality by Inductively Coupled Plasma Emission Spectrometry" (HJ 776-2015). The lead ion removal rate is calculated according to formula (4), where Rpb is the lead ion removal rate, c Pb0 is the initial lead ion concentration (mg/L) in the landfill leachate before treatment, and c Pbt is the lead ion concentration in the landfill leachate after treatment. Lead ion concentration (mg/L).
改性铝铁吸附剂比表面检测:改性铝铁吸附剂比表面积通过比表面积及孔径测量仪(精微高博,型号:JW-BK300C)进行检测,计算模型为BET比表面积(单点)。Specific surface detection of modified aluminum-iron adsorbent: The specific surface area of modified aluminum-iron adsorbent is detected by specific surface area and pore size measuring instrument (Jingwei Gaobo, model: JW-BK300C), and the calculation model is BET specific surface area (single point).
垃圾渗滤液中COD、氨氮、总磷和铅离子去除率及吸附剂比表面积结果见表1。The results of COD, ammonia nitrogen, total phosphorus and lead ion removal rate and adsorbent specific surface area in landfill leachate are shown in Table 1.
表1铝灰与废铁屑质量比对垃圾渗滤液净化及改性铝铁吸附剂比表面积影响Table 1 Effect of mass ratio of aluminum ash to scrap iron scraps on landfill leachate purification and specific surface area of modified aluminum-iron adsorbent
由表1可看出,当铝灰与废铁屑质量比小于2∶1(如表1中,铝灰与废铁屑质量比=1.8∶1、1.5∶1、1∶1时以及表1中未列举的更低值),铝灰较少,铝灰与废铁屑混合后研磨效果变差,溶解到稀盐酸中的铝离子和铁离子减少,渗滤液中胶体的ζ电位减低效果变差,聚合铝铁混凝剂生成量减少,混凝剂上吸附的污染物减少,导致垃圾渗滤液中COD、氨氮、总磷、铅的去除率及改性铝铁吸附剂比表面积均随着铝灰与废铁屑质量比减小显著降低。当铝灰与废铁屑质量比等于2~4∶1(如表1中,铝灰与废铁屑质量比=2∶1、3∶1、4∶1时),将铝灰与废铁屑混合后,由于粒径分布差异,在研磨过程中铝灰与废铁屑相互碰撞与挤压,相互将产生较强得碰撞力与剪切力,从而导致粒径变小,颗粒比表面积变大。将盐酸水溶液与活化铝铁混合粉混合,搅拌过程中随着氢离子不断消耗铝灰与废铁屑逐渐溶解到液体中,生成铝离子和铁离子。将生活垃圾渗滤液与氯化铝铁混合后,混合液中引入的铝离子和铁离子可降低垃圾渗滤液中胶体的ζ电位,诱发渗滤液中的胶体形成矾花从而实现沉降。氧自由基可诱发氯化铝铁混合浆中的铝和铁发生水解聚合反应,生成聚合铝铁混凝剂。聚合铝铁混凝剂可通过吸附架桥作用和网捕作用进一步吸附垃圾渗滤液中的污染物,从而实现垃圾渗滤液的净化。在高温环境下聚合氯化铝铁粉中吸附的有机物发生氧化分解,产生二氧化碳气体。二氧化碳气体从氧化铝铁粉末中快速释放出来,从而进一步提高氧化铝铁粉末的比表面积。最终垃圾渗滤液中COD去除率均大于86%、氨氮去除率均大于88%、磷去除率均大于90%、铅去除率均大于85%、改性铝铁吸附剂比表面均大于424m2/g。As can be seen from Table 1, when the mass ratio of aluminum ash and scrap iron scraps is less than 2: 1 (as in Table 1, when the mass ratio of aluminum ash and scrap iron scraps=1.8: 1, 1.5: 1, 1: 1 and Table 1 The lower value not listed in the above), less aluminum ash, the grinding effect becomes worse after the aluminum ash is mixed with scrap iron, the aluminum ions and iron ions dissolved in dilute hydrochloric acid decrease, and the zeta potential reduction effect of the colloid in the leachate becomes less Poor, the production of polyaluminium-iron coagulant is reduced, and the pollutants adsorbed on the coagulant are reduced, resulting in the removal rate of COD, ammonia nitrogen, total phosphorus and lead in landfill leachate and the specific surface area of modified aluminum-iron adsorbent. The mass ratio of aluminum ash to scrap iron was significantly reduced. When the mass ratio of aluminum ash and scrap iron scrap is equal to 2~4:1 (as in Table 1, when the mass ratio of aluminum ash and scrap iron scrap=2:1, 3:1, 4:1), the aluminum ash and scrap iron After the chips are mixed, due to the difference in particle size distribution, aluminum ash and scrap iron chips collide and squeeze each other during the grinding process, which will generate strong collision force and shear force, resulting in smaller particle size and particle specific surface area. big. The hydrochloric acid aqueous solution is mixed with the activated aluminum-iron mixed powder. During the stirring process, the aluminum ash and scrap iron chips are gradually dissolved into the liquid with the continuous consumption of hydrogen ions to generate aluminum ions and iron ions. After mixing domestic waste leachate with aluminum ferric chloride, the aluminum ions and iron ions introduced into the mixture can reduce the zeta potential of the colloids in the landfill leachate, and induce the colloids in the leachate to form alum flowers to achieve settlement. Oxygen free radicals can induce the hydrolysis and polymerization of aluminum and iron in the aluminum chloride-ferric mixed slurry to generate polyaluminum-iron coagulant. The polymeric aluminum-iron coagulant can further adsorb the pollutants in the landfill leachate through adsorption bridging and net capture, so as to realize the purification of landfill leachate. Under high temperature environment, the organic matter adsorbed in the polyaluminium chloride iron powder will be oxidized and decomposed to produce carbon dioxide gas. Carbon dioxide gas is quickly released from the alumina iron powder, thereby further increasing the specific surface area of the alumina iron powder. The COD removal rate in the final landfill leachate is greater than 86%, the ammonia nitrogen removal rate is greater than 88%, the phosphorus removal rate is greater than 90%, the lead removal rate is greater than 85%, and the specific surface area of the modified aluminum-iron adsorbent is greater than 424m 2 / g.
当铝灰与废铁屑质量比大于4∶1(如表1中,铝灰与废铁屑质量比=4.5∶1、5∶1、6∶1时以及表1中未列举的更高值),铝灰过多,铝灰与废铁屑混合后研磨效果变差,溶解到稀盐酸中的铝离子和铁离子减少,渗滤液中胶体的ζ电位减低效果变差,聚合铝铁混凝剂生成量减少,混凝剂上吸附的污染物减少,导致垃圾渗滤液中COD、氨氮、总磷、铅的去除率及改性铝铁吸附剂比表面积均随着铝灰与废铁屑质量比进一步增加而显著降低。因此,综合而言,结合效益与成本,当铝灰与废铁屑质量比等于2~4∶1时,最有利于提高垃圾渗滤液净化效果且最有利于提高改性铝铁吸附剂比表面积。When the mass ratio of aluminum ash to scrap iron scrap is greater than 4:1 (as in Table 1, the mass ratio of aluminum ash to scrap iron scrap=4.5:1, 5:1, 6:1 and higher values not listed in Table 1 ), the aluminum ash is too much, the grinding effect becomes worse after the aluminum ash is mixed with scrap iron chips, the aluminum ions and iron ions dissolved in dilute hydrochloric acid decrease, the zeta potential reduction effect of the colloid in the leachate becomes worse, and the coagulation of aluminum and iron The generation of the agent is reduced, and the pollutants adsorbed on the coagulant are reduced, resulting in the removal rate of COD, ammonia nitrogen, total phosphorus, and lead in the landfill leachate and the specific surface area of the modified aluminum-iron adsorbent. Significantly decreased with further increase. Therefore, in general, combining benefits and costs, when the mass ratio of aluminum ash to scrap iron scrap is equal to 2-4:1, it is most conducive to improving the purification effect of landfill leachate and most conducive to improving the specific surface area of the modified aluminum-iron adsorbent. .
实施例2生活垃圾渗滤液与氯化铝铁混合浆体积比对垃圾渗滤液净化及改性铝铁吸附剂比表面影响Example 2 Effect of the volume ratio of domestic garbage leachate and aluminum-ferric chloride mixed slurry on the purification of landfill leachate and the specific surface of modified aluminum-iron adsorbent
按照铝灰与废铁屑质量比4∶1分别称取铝灰与废铁屑,混合,机械研磨4小时,得到活化铝铁混合粉。将水与盐酸混合,搅拌均匀,配制盐酸水溶液,其中盐酸水溶液浓度为4M。按照盐酸水溶液与活化铝铁混合粉液固比20∶1mL/g、分别称取盐酸水溶液与活化铝铁混合粉,混合,搅拌15小时,得氯化铝铁混合浆。按照生活垃圾渗滤液与氯化铝铁混合浆体积比0.5∶1、0.7∶1、0.9∶1、1∶1、2∶1、3∶1、3.2∶1、3.5∶1、4∶1分别量取生活垃圾渗滤液与氯化铝铁混合浆,混合,搅拌并进行低温等离子体照射7.5小时,离心,固液分离分别得到九组生活垃圾渗滤液净化液和九组聚合氯化铝铁浆,其中低温等离子体作用电压为30kV,低温等离子体作用气氛为氧气。在100℃条件下将九组聚合氯化铝铁浆烘干,研磨,得到九组聚合氯化铝铁粉。将九组聚合氯化铝铁粉烧结6小时,冷却至常温,得到九组改性铝铁吸附剂,其中烧结温度为450℃。COD浓度检测及COD去除率的计算、氨氮浓度检测及氨氮去除率计算、总磷浓度检测及总磷去除率计算、铅离子浓度检测及去除率计算、改性铝铁吸附剂比表面检测同实施例1。According to the mass ratio of aluminum ash and scrap iron scraps of 4:1, aluminum ash and scrap iron scraps were weighed, mixed, and mechanically ground for 4 hours to obtain activated aluminum-iron mixed powder. Mix water and hydrochloric acid and stir evenly to prepare an aqueous hydrochloric acid solution, wherein the concentration of the aqueous hydrochloric acid solution is 4M. According to the liquid-solid ratio of hydrochloric acid aqueous solution and activated aluminum-iron mixed powder of 20:1mL/g, respectively weigh hydrochloric acid aqueous solution and activated aluminum-iron mixed powder, mix and stir for 15 hours to obtain aluminum-iron chloride mixed slurry. According to the volume ratio of domestic waste leachate and aluminum-ferric chloride mixed slurry 0.5:1, 0.7:1, 0.9:1, 1:1, 2:1, 3:1, 3.2:1, 3.5:1, 4:1 respectively Measure the mixed slurry of domestic waste leachate and aluminum ferric chloride, mix, stir and irradiate with low-temperature plasma for 7.5 hours, centrifuge, and separate solid and liquid to obtain nine groups of domestic waste leachate purification liquid and nine groups of polyaluminum ferric chloride slurry , wherein the low-temperature plasma action voltage is 30kV, and the low-temperature plasma action atmosphere is oxygen. Dry and grind the nine groups of polyaluminum ferric chloride slurry at 100°C to obtain nine groups of polyaluminum ferric chloride powder. Nine groups of polyaluminium-iron chloride powders were sintered for 6 hours and cooled to normal temperature to obtain nine groups of modified aluminum-iron adsorbents, wherein the sintering temperature was 450°C. COD concentration detection and COD removal rate calculation, ammonia nitrogen concentration detection and ammonia nitrogen removal rate calculation, total phosphorus concentration detection and total phosphorus removal rate calculation, lead ion concentration detection and removal rate calculation, modified aluminum-iron adsorbent specific surface detection and implementation example 1.
垃圾渗滤液中COD、氨氮、总磷和铅离子去除率及吸附剂比表面积结果见表2。The results of COD, ammonia nitrogen, total phosphorus and lead ion removal rate and adsorbent specific surface area in landfill leachate are shown in Table 2.
表2生活垃圾渗滤液与氯化铝铁混合浆体积比对垃圾渗滤液净化及改性铝铁吸附剂比表面积影响Table 2 The effect of the volume ratio of domestic garbage leachate and aluminum-ferric chloride mixed slurry on the purification of landfill leachate and the specific surface area of modified aluminum-iron adsorbent
由表2可看出,当生活垃圾渗滤液与氯化铝铁混合浆体积比小于1∶1(如表2中,生活垃圾渗滤液与氯化铝铁混合浆体积比=0.9∶1、0.7∶1、0.5∶1时以及表2中未列举的更低值),生活垃圾渗滤液较少,生活垃圾渗滤液与氯化铝铁混合浆混合后氯化铝铁混合浆中氢离子消耗较少,氧自由基诱发铝和铁发生水解聚合反应的效率降低,生成的聚合氯化铝铁减少,污染物吸附量减少,垃圾渗滤液中COD、氨氮、总磷、铅的去除率及改性铝铁吸附剂比表面均随着生活垃圾渗滤液与氯化铝铁混合浆体积比减小显著降低。当生活垃圾渗滤液与氯化铝铁混合浆体积比等于1~3∶1(如表2中,生活垃圾渗滤液与氯化铝铁混合浆体积比=1∶1、2∶1、3∶1时),将生活垃圾渗滤液与氯化铝铁混合后,混合液中引入的铝离子和铁离子可降低垃圾渗滤液中胶体的ζ电位,诱发渗滤液中的胶体形成矾花从而实现沉降。低温等离子体照射过程中,气氛中的氧气在放电通道中发生解离和电离,生成氧自由基。氧自由基可诱发氯化铝铁混合浆中的铝和铁发生水解聚合反应,生成聚合铝铁混凝剂。聚合铝铁混凝剂可通过吸附架桥作用和网捕作用进一步吸附垃圾渗滤液中的污染物,从而实现垃圾渗滤液的净化。在烧结过程,聚合氯化铝铁粉发生氧化分解,生成氧化铝铁粉末。同时在高温环境下聚合氯化铝铁粉中吸附的有机物发生氧化分解,产生二氧化碳气体。二氧化碳气体从氧化铝铁粉末中快速释放出来,从而进一步提高氧化铝铁粉末的比表面积。吸附在聚合氯化铝铁粉的磷、氮、重金属等元素在聚合氯化铝铁粉发生氧化分解过程中被快速氧化并融合到氧化铝铁粉末中,从而实现氧化铝铁表面改性,增加其表面吸附活性位点。最终垃圾渗滤液中COD去除率均大于92%、氨氮去除率均大于92%、磷去除率均大于93%、铅去除率均大于91%、改性铝铁吸附剂比表面均大于436m2/g。当生活垃圾渗滤液与氯化铝铁混合浆体积比大于3∶1(如表1中,生活垃圾渗滤液与氯化铝铁混合浆体积比=3.2∶1、3.5∶1、4∶1时),生活垃圾渗滤液过多,渗滤液中胶体的ζ电位减低效果变差,生活垃圾渗滤液中污染物去除效率变差,导致垃圾渗滤液中COD、氨氮、总磷、铅的去除率均随着生活垃圾渗滤液与氯化铝铁混合浆体积比进一步增加而显著降低。因此,综合而言,结合效益与成本,当生活垃圾渗滤液与氯化铝铁混合浆体积比等于1~3∶1时,最有利于提高垃圾渗滤液净化效果且最有利于提高改性铝铁吸附剂比表面积。As can be seen from Table 2, when the volume ratio of domestic garbage leachate and aluminum-ferric chloride mixed slurry is less than 1:1 (as in Table 2, the volume ratio of domestic garbage leachate and aluminum-ferric chloride mixed slurry=0.9:1, 0.7 : 1, 0.5: 1 and lower values not listed in Table 2), domestic waste leachate is less, and the consumption of hydrogen ions in the aluminum-ferric chloride mixed pulp after the domestic waste leachate is mixed with aluminum-ferric chloride mixed pulp is relatively low less, the efficiency of oxygen free radical-induced hydrolysis and polymerization of aluminum and iron is reduced, the generated polyaluminum chloride is reduced, the amount of pollutant adsorption is reduced, and the removal rate and modification of COD, ammonia nitrogen, total phosphorus and lead in landfill leachate The specific surface area of aluminum-iron adsorbent decreased significantly with the decrease of the volume ratio of domestic waste leachate and aluminum-ferric chloride mixed slurry. When the volume ratio of domestic waste leachate and aluminum-ferric chloride mixed slurry is equal to 1~3:1 (as in Table 2, the volume ratio of domestic garbage leachate and aluminum-ferric chloride mixed slurry=1:1, 2:1, 3: 1 o'clock), after the domestic garbage leachate is mixed with aluminum ferric chloride, the aluminum ions and iron ions introduced in the mixed solution can reduce the zeta potential of the colloids in the landfill leachate, and induce the colloids in the leachate to form alum flowers to achieve settlement . During low-temperature plasma irradiation, oxygen in the atmosphere dissociates and ionizes in the discharge channel to generate oxygen free radicals. Oxygen free radicals can induce the hydrolysis and polymerization of aluminum and iron in the aluminum chloride-ferric mixed slurry to generate polyaluminum-iron coagulant. The polymeric aluminum-iron coagulant can further adsorb the pollutants in the landfill leachate through the adsorption bridging effect and the net capture effect, so as to realize the purification of the landfill leachate. During the sintering process, the polyaluminum iron chloride powder is oxidized and decomposed to produce alumina iron powder. At the same time, the organic matter adsorbed in the polyaluminum chloride iron powder is oxidized and decomposed under high temperature environment to produce carbon dioxide gas. Carbon dioxide gas is quickly released from the alumina iron powder, thereby further increasing the specific surface area of the alumina iron powder. Elements such as phosphorus, nitrogen, and heavy metals adsorbed on the polyaluminum iron chloride powder are rapidly oxidized and fused into the alumina iron powder during the oxidative decomposition process of the polyaluminum iron iron powder, thereby realizing the surface modification of the alumina iron, increasing the Its surface adsorbs active sites. The COD removal rate in the final landfill leachate is greater than 92%, the ammonia nitrogen removal rate is greater than 92%, the phosphorus removal rate is greater than 93%, the lead removal rate is greater than 91%, and the specific surface area of the modified aluminum-iron adsorbent is greater than 436m 2 / g. When the volume ratio of domestic waste leachate and aluminum-ferric chloride mixed slurry is greater than 3:1 (as in Table 1, the volume ratio of domestic garbage leachate and aluminum-ferric chloride mixed slurry = 3.2:1, 3.5:1, 4:1 ), too much domestic waste leachate, the effect of reducing the zeta potential of the colloid in the leachate becomes poor, and the removal efficiency of pollutants in the domestic waste leachate becomes poor, resulting in the removal rates of COD, ammonia nitrogen, total phosphorus, and lead in the landfill leachate. With the further increase of the volume ratio of domestic waste leachate and aluminum-ferric chloride mixed slurry, it decreased significantly. Therefore, in general, combining benefits and costs, when the volume ratio of domestic landfill leachate and aluminum ferric chloride mixed slurry is equal to 1 to 3:1, it is most conducive to improving the purification effect of landfill leachate and improving the efficiency of modified aluminum. Iron adsorbent specific surface area.
实施例3低温等离子体照射时间对垃圾渗滤液净化及改性铝铁吸附剂比表面积影响Example 3 Effect of low-temperature plasma irradiation time on landfill leachate purification and specific surface area of modified aluminum-iron adsorbent
按照铝灰与废铁屑质量比4∶1分别称取铝灰与废铁屑,混合,机械研磨6小时,得到活化铝铁混合粉。将水与盐酸混合,搅拌均匀,配制盐酸水溶液,其中盐酸水溶液浓度为6M。按照盐酸水溶液与活化铝铁混合粉液固比30∶1mL/g分别称取盐酸水溶液与活化铝铁混合粉,混合,搅拌24小时,得氯化铝铁混合浆。按照生活垃圾渗滤液与氯化铝铁混合浆体积比3∶1分别量取生活垃圾渗滤液与氯化铝铁混合浆,混合,搅拌并进行低温等离子体照射1.5、2、2.5、3、7.5、12、13、14、15小时,离心,固液分离分别得到九组生活垃圾渗滤液净化液和九组聚合氯化铝铁浆,其中低温等离子体作用电压为50kV,低温等离子体作用气氛为氧气。在150℃条件下将九组聚合氯化铝铁浆烘干,研磨,得到九组聚合氯化铝铁粉。将九组聚合氯化铝铁粉烧结9小时,冷却至常温,得到九组改性铝铁吸附剂,其中烧结温度为600℃。According to the mass ratio of aluminum ash and scrap iron scraps of 4:1, aluminum ash and scrap iron scraps were weighed, mixed, and mechanically ground for 6 hours to obtain activated aluminum-iron mixed powder. Mix water and hydrochloric acid, stir evenly, and prepare hydrochloric acid aqueous solution, wherein the concentration of hydrochloric acid aqueous solution is 6M. Weigh the hydrochloric acid aqueous solution and the activated aluminum-iron mixed powder according to the liquid-solid ratio of hydrochloric acid aqueous solution and activated aluminum-iron mixed powder 30:1mL/g, mix and stir for 24 hours to obtain aluminum-iron chloride mixed slurry. According to the volume ratio of domestic waste leachate and aluminum ferric chloride mixed slurry 3:1, measure domestic waste leachate and aluminum ferric chloride mixed slurry, mix, stir and perform low temperature plasma irradiation 1.5, 2, 2.5, 3, 7.5 , 12, 13, 14, and 15 hours, centrifuge, and separate solid and liquid to obtain nine groups of domestic waste leachate purification liquid and nine groups of polyaluminum chloride ferric slurry, wherein the low-temperature plasma action voltage is 50kV, and the low-temperature plasma action atmosphere is oxygen. Under the condition of 150°C, the nine groups of polyaluminum chloride ferric slurry were dried and ground to obtain nine groups of polyaluminum chloride ferric powder. Nine groups of polyaluminium-iron chloride powders were sintered for 9 hours and cooled to room temperature to obtain nine groups of modified aluminum-iron adsorbents, wherein the sintering temperature was 600°C.
COD浓度检测及COD去除率的计算、氨氮浓度检测及氨氮去除率计算、总磷浓度检测及总磷去除率计算、铅离子浓度检测及去除率计算、改性铝铁吸附剂比表面积检测同实施例1。COD concentration detection and COD removal rate calculation, ammonia nitrogen concentration detection and ammonia nitrogen removal rate calculation, total phosphorus concentration detection and total phosphorus removal rate calculation, lead ion concentration detection and removal rate calculation, modified aluminum-iron adsorbent specific surface area detection are implemented at the same time example 1.
垃圾渗滤液中COD、氨氮、总磷和铅离子去除率及吸附剂比表面积结果见表3。The results of COD, ammonia nitrogen, total phosphorus and lead ion removal rate and adsorbent specific surface area in landfill leachate are shown in Table 3.
表3低温等离子体照射时间对垃圾渗滤液净化及改性铝铁吸附剂比表面积影响Table 3 Effect of low-temperature plasma irradiation time on landfill leachate purification and specific surface area of modified Al-Fe adsorbent
由表3可看出,当低温等离子体照射时间小于3小时(如表3中,低温等离子体照射时间=2.5、2、1.5时以及表3中未列举的更低值),低温等离子体照射时间过短,低温等离子体照射过程中产生的氧自由基及双氧水、氯气和次氯酸减少,垃圾渗滤液中的有机污染物分解不充分,氯化铝铁混合浆中的铝和铁发生水解聚合反应不充分,导致垃圾渗滤液中COD、氨氮、总磷、铅的去除率及改性铝铁吸附剂比表面均随着低温等离子体照射时间减小显著降低。当低温等离子体照射时间等于3~12小时(如表3中,低温等离子体照射时间=3、7.5、12时),低温等离子体照射过程中,气氛中的氧气在放电通道中发生解离和电离,生成氧自由基。氧自由基可将垃圾渗滤液中的部分氨氮转化成氮气和硝酸盐,还可通过氧化作用实现垃圾渗滤液中的部分有机污染物分解、矿化。氧自由基还可与氢离子结合生成双氧水。氧自由基还可将氯离子氧化成氯气和次氯酸。双氧水、氯气和次氯酸可进一步强化有机污染物分解。同时,氧自由基可诱发氯化铝铁混合浆中的铝和铁发生水解聚合反应,生成聚合铝铁混凝剂。最终垃圾渗滤液中COD去除率均大于95%、氨氮去除率均大于94%、磷去除率均大于96%、铅去除率均大于95%、改性铝铁吸附剂比表面均大于448m2/g。当低温等离子体照射时间大于12小时(如表3中,低温等离子体照射时间=13、14、15时以及表3中未列举的更高值),垃圾渗滤液中COD、氨氮、总磷、铅的去除率及改性铝铁吸附剂比表面均随着低温等离子体照射时间进一步增加而变化不显著。因此,综合而言,结合效益与成本,当低温等离子体照射时间等于3~12小时,最有利于提高垃圾渗滤液净化效果且最有利于提高改性铝铁吸附剂比表面积。As can be seen from Table 3, when the low-temperature plasma irradiation time is less than 3 hours (as in Table 3, when the low-temperature plasma irradiation time=2.5, 2, 1.5 and the lower value not listed in Table 3), the low-temperature plasma irradiation If the time is too short, the oxygen free radicals, hydrogen peroxide, chlorine and hypochlorous acid produced during the low-temperature plasma irradiation process will decrease, the organic pollutants in the landfill leachate will not decompose sufficiently, and the aluminum and iron in the aluminum chloride-iron mixed slurry will be hydrolyzed Insufficient polymerization reaction leads to the removal rate of COD, ammonia nitrogen, total phosphorus and lead in landfill leachate and the specific surface area of the modified aluminum-iron adsorbent decrease significantly with the decrease of low-temperature plasma irradiation time. When the low-temperature plasma irradiation time is equal to 3~12 hours (as in table 3, when the low-temperature plasma irradiation time=3,7.5,12), in the low-temperature plasma irradiation process, the oxygen in the atmosphere dissociates and dissolves in the discharge channel ionized to generate oxygen free radicals. Oxygen free radicals can convert part of ammonia nitrogen in landfill leachate into nitrogen and nitrate, and can also decompose and mineralize some organic pollutants in landfill leachate through oxidation. Oxygen free radicals can also combine with hydrogen ions to form hydrogen peroxide. Oxygen radicals can also oxidize chloride ions to chlorine gas and hypochlorous acid. Hydrogen peroxide, chlorine and hypochlorous acid can further enhance the decomposition of organic pollutants. At the same time, oxygen free radicals can induce the hydrolysis and polymerization of aluminum and iron in the aluminum chloride-ferric mixed slurry to form a polymerized aluminum-iron coagulant. The COD removal rate in the final landfill leachate is greater than 95%, the ammonia nitrogen removal rate is greater than 94%, the phosphorus removal rate is greater than 96%, the lead removal rate is greater than 95%, and the specific surface area of the modified aluminum-iron adsorbent is greater than 448m 2 / g. When the low-temperature plasma irradiation time is greater than 12 hours (as in Table 3, when the low-temperature plasma irradiation time=13, 14, 15 and higher values not listed in Table 3), COD, ammonia nitrogen, total phosphorus, The lead removal rate and the specific surface area of the modified Al-Fe adsorbent did not change significantly with the further increase of the low-temperature plasma irradiation time. Therefore, in general, combining benefits and costs, when the low-temperature plasma irradiation time is equal to 3 to 12 hours, it is most beneficial to improve the purification effect of landfill leachate and the specific surface area of the modified aluminum-iron adsorbent.
对比例 不同对比工艺对垃圾渗滤液净化及改性铝铁吸附剂比表面积影响Comparative example Effects of different comparative processes on the purification of landfill leachate and the specific surface area of modified aluminum-iron adsorbents
本发明工艺:按照铝灰与废铁屑质量比4∶1分别称取铝灰与废铁屑,混合,机械研磨6小时,得到活化铝铁混合粉。将水与盐酸混合,搅拌均匀,配制盐酸水溶液,其中盐酸水溶液浓度为6M。按照盐酸水溶液与活化铝铁混合粉液固比30∶1mL/g分别称取盐酸水溶液与活化铝铁混合粉,混合,搅拌24小时,得氯化铝铁混合浆。按照生活垃圾渗滤液与氯化铝铁混合浆体积比3∶1分别量取生活垃圾渗滤液与氯化铝铁混合浆,混合,搅拌并进行低温等离子体照射12小时,离心,固液分离分别得到生活垃圾渗滤液净化液和聚合氯化铝铁浆,其中低温等离子体作用电压为50kV,低温等离子体作用气氛为氧气。在150℃条件下将聚合氯化铝铁浆烘干,研磨,得到聚合氯化铝铁粉。将聚合氯化铝铁粉烧结9小时,冷却至常温,得到改性铝铁吸附剂,其中烧结温度为600℃。The process of the present invention: according to the mass ratio of aluminum ash and scrap iron scraps of 4:1, respectively weigh aluminum ash and scrap iron scraps, mix them, and mechanically grind them for 6 hours to obtain activated aluminum-iron mixed powder. Mix water and hydrochloric acid, stir evenly, and prepare hydrochloric acid aqueous solution, wherein the concentration of hydrochloric acid aqueous solution is 6M. Weigh the hydrochloric acid aqueous solution and the activated aluminum-iron mixed powder according to the liquid-solid ratio of hydrochloric acid aqueous solution and activated aluminum-iron mixed powder 30:1mL/g, mix and stir for 24 hours to obtain aluminum-iron chloride mixed slurry. According to the volume ratio of domestic waste leachate and aluminum ferric chloride mixed slurry 3:1, measure domestic waste leachate and aluminum ferric chloride mixed slurry respectively, mix, stir and perform low-temperature plasma irradiation for 12 hours, centrifuge, and separate solid and liquid Obtain domestic waste leachate purification liquid and polyaluminum chloride ferric slurry, wherein the low-temperature plasma action voltage is 50kV, and the low-temperature plasma action atmosphere is oxygen. Dry the polyaluminum ferric chloride slurry under the condition of 150° C., and grind to obtain polyaluminum ferric chloride powder. The polyaluminium-iron chloride powder was sintered for 9 hours, and then cooled to room temperature to obtain a modified aluminum-iron adsorbent, wherein the sintering temperature was 600°C.
对比工艺1:按照铝灰与废铁屑质量比4∶1分别称取铝灰与废铁屑,混合,机械研磨6小时,得到活化铝铁混合粉。按照水与活化铝铁混合粉液固比30∶1mL/g分别称取水与活化铝铁混合粉,混合,搅拌24小时,得铁铝混合浆。按照生活垃圾渗滤液与铝铁混合浆体积比3∶1分别量取生活垃圾渗滤液与铝铁混合浆,混合,搅拌并进行低温等离子体照射12小时,离心,固液分离分别得到生活垃圾渗滤液净化液和聚合铝铁浆,其中低温等离子体作用电压为50kV,低温等离子体作用气氛为氧气。在150℃条件下将聚合铝铁浆烘干,研磨,得到聚合铝铁粉。将聚合铝铁粉烧结9小时,冷却至常温,得到对比吸附剂1,其中烧结温度为600℃。Comparative process 1: According to the mass ratio of aluminum ash and scrap iron scraps of 4:1, aluminum ash and scrap iron scraps were weighed, mixed, and mechanically ground for 6 hours to obtain activated aluminum-iron mixed powder. According to the liquid-solid ratio of water and activated aluminum-iron mixed powder of 30:1mL/g, water and activated aluminum-iron mixed powder were weighed, mixed, and stirred for 24 hours to obtain iron-aluminum mixed slurry. According to the volume ratio of household garbage leachate and aluminum-iron mixed slurry 3:1, measure household garbage leachate and aluminum-iron mixed slurry, mix, stir and perform low-temperature plasma irradiation for 12 hours, centrifuge, and separate solid and liquid to obtain domestic garbage leachate. Filtrate purification liquid and polyaluminium-iron slurry, wherein the low-temperature plasma action voltage is 50kV, and the low-temperature plasma action atmosphere is oxygen. The polymerized aluminum iron slurry is dried and ground at 150° C. to obtain the polymerized aluminum iron powder. The polyaluminum iron powder was sintered for 9 hours and cooled to normal temperature to obtain comparative adsorbent 1, wherein the sintering temperature was 600°C.
对比工艺2:按照铝灰与废铁屑质量比4∶1分别称取铝灰与废铁屑,混合,机械研磨6小时,得到活化铝铁混合粉。将水与盐酸混合,搅拌均匀,配制盐酸水溶液,其中盐酸水溶液浓度为6M。按照盐酸水溶液与活化铝铁混合粉液固比30∶1mL/g分别称取盐酸水溶液与活化铝铁混合粉,混合,搅拌24小时,得氯化铁铝混合浆。按照生活垃圾渗滤液与氯化铝铁混合浆体积比3∶1分别量取生活垃圾渗滤液与氯化铝铁混合浆,混合,搅拌12小时,离心,固液分离分别得到生活垃圾渗滤液净化液和氯化铝铁渣。在150℃条件下将氯化铝铁渣烘干,研磨,得到氯化铝铁渣粉。将氯化铝铁渣粉烧结9小时,冷却至常温,得到对比吸附剂2,其中烧结温度为600℃。Comparative process 2: According to the mass ratio of aluminum ash and scrap iron scraps of 4:1, aluminum ash and scrap iron scraps were weighed, mixed, and mechanically ground for 6 hours to obtain activated aluminum-iron mixed powder. Mix water and hydrochloric acid, stir evenly, and prepare hydrochloric acid aqueous solution, wherein the concentration of hydrochloric acid aqueous solution is 6M. Weigh the hydrochloric acid aqueous solution and the activated aluminum-iron mixed powder according to the liquid-solid ratio of hydrochloric acid aqueous solution and activated aluminum-iron mixed powder of 30:1 mL/g, mix and stir for 24 hours to obtain ferric-aluminum chloride mixed slurry. According to the volume ratio of domestic waste leachate and aluminum ferric chloride mixed slurry 3:1, measure domestic waste leachate and aluminum ferric chloride mixed slurry respectively, mix, stir for 12 hours, centrifuge, and separate solid and liquid to obtain domestic waste leachate purification liquid and aluminum chloride iron slag. The aluminum chloride iron slag is dried and ground at 150°C to obtain aluminum chloride iron slag powder. The aluminum chloride iron slag powder was sintered for 9 hours and cooled to room temperature to obtain comparative adsorbent 2, wherein the sintering temperature was 600°C.
COD浓度检测及COD去除率的计算、氨氮浓度检测及氨氮去除率计算、总磷浓度检测及总磷去除率计算、铅离子浓度检测及去除率计算、吸附剂比表面积检测同实施例1。COD concentration detection and COD removal rate calculation, ammonia nitrogen concentration detection and ammonia nitrogen removal rate calculation, total phosphorus concentration detection and total phosphorus removal rate calculation, lead ion concentration detection and removal rate calculation, and adsorbent specific surface area detection are the same as in Example 1.
垃圾渗滤液中COD、氨氮、总磷和铅离子去除率及吸附剂比表面积结果见表4。The results of COD, ammonia nitrogen, total phosphorus and lead ion removal rate and adsorbent specific surface area in landfill leachate are shown in Table 4.
表4不同对比工艺对垃圾渗滤液净化及改性铝铁吸附剂比表面积影响Table 4 Effects of different comparative processes on the purification of landfill leachate and the specific surface area of modified aluminum-iron adsorbents
由表4可看出,本发明工艺可实现的垃圾渗滤液净化效果和吸附剂比表面积远高于对比工艺1和对比工艺2且均高于两者之和。It can be seen from Table 4 that the purification effect of landfill leachate and the specific surface area of the adsorbent that can be achieved by the process of the present invention are much higher than those of the comparative process 1 and the comparative process 2, and both are higher than the sum of the two.
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