CN107176777A - A device and process for treating Fenton iron slime with anaerobic microorganisms - Google Patents
A device and process for treating Fenton iron slime with anaerobic microorganisms Download PDFInfo
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title claims abstract description 147
- 229910052742 iron Inorganic materials 0.000 title claims abstract description 71
- 238000000034 method Methods 0.000 title claims abstract description 24
- 230000008569 process Effects 0.000 title claims description 14
- 244000005700 microbiome Species 0.000 title abstract description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 72
- 229910001868 water Inorganic materials 0.000 claims abstract description 72
- 239000010802 sludge Substances 0.000 claims abstract description 54
- 239000002351 wastewater Substances 0.000 claims abstract description 24
- VTLYFUHAOXGGBS-UHFFFAOYSA-N Fe3+ Chemical compound [Fe+3] VTLYFUHAOXGGBS-UHFFFAOYSA-N 0.000 claims abstract description 19
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims abstract description 16
- 238000006243 chemical reaction Methods 0.000 claims description 17
- 238000009413 insulation Methods 0.000 claims description 9
- 230000018044 dehydration Effects 0.000 claims description 6
- 238000006297 dehydration reaction Methods 0.000 claims description 6
- 239000004568 cement Substances 0.000 claims description 5
- 230000001105 regulatory effect Effects 0.000 claims description 3
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 abstract description 16
- 230000009467 reduction Effects 0.000 abstract description 10
- 241000894006 Bacteria Species 0.000 abstract description 9
- 239000000126 substance Substances 0.000 abstract description 9
- 238000005516 engineering process Methods 0.000 abstract description 8
- 238000004321 preservation Methods 0.000 abstract description 6
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 abstract description 5
- 239000007789 gas Substances 0.000 abstract description 5
- 239000001301 oxygen Substances 0.000 abstract description 5
- 229910052760 oxygen Inorganic materials 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 3
- 230000014759 maintenance of location Effects 0.000 abstract description 3
- ISWSIDIOOBJBQZ-UHFFFAOYSA-N Phenol Chemical compound OC1=CC=CC=C1 ISWSIDIOOBJBQZ-UHFFFAOYSA-N 0.000 abstract description 2
- 150000004668 long chain fatty acids Chemical class 0.000 abstract description 2
- UHOVQNZJYSORNB-UHFFFAOYSA-N Benzene Chemical compound C1=CC=CC=C1 UHOVQNZJYSORNB-UHFFFAOYSA-N 0.000 abstract 3
- 239000004215 Carbon black (E152) Substances 0.000 abstract 1
- 150000004945 aromatic hydrocarbons Chemical class 0.000 abstract 1
- 229930195733 hydrocarbon Natural products 0.000 abstract 1
- 150000002430 hydrocarbons Chemical class 0.000 abstract 1
- 239000010815 organic waste Substances 0.000 abstract 1
- 239000005416 organic matter Substances 0.000 description 18
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 10
- 230000029087 digestion Effects 0.000 description 7
- 239000000149 chemical water pollutant Substances 0.000 description 6
- 230000007246 mechanism Effects 0.000 description 6
- 229910002092 carbon dioxide Inorganic materials 0.000 description 5
- 239000001569 carbon dioxide Substances 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 5
- 238000007254 oxidation reaction Methods 0.000 description 5
- 239000002699 waste material Substances 0.000 description 5
- 229910001385 heavy metal Inorganic materials 0.000 description 4
- 230000000813 microbial effect Effects 0.000 description 4
- 230000003647 oxidation Effects 0.000 description 4
- 239000002910 solid waste Substances 0.000 description 4
- 239000000725 suspension Substances 0.000 description 4
- CWYNVVGOOAEACU-UHFFFAOYSA-N Fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 3
- 229920002521 macromolecule Polymers 0.000 description 3
- VUZPPFZMUPKLLV-UHFFFAOYSA-N methane;hydrate Chemical compound C.O VUZPPFZMUPKLLV-UHFFFAOYSA-N 0.000 description 3
- 230000001590 oxidative effect Effects 0.000 description 3
- 230000029058 respiratory gaseous exchange Effects 0.000 description 3
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- DMBHHRLKUKUOEG-UHFFFAOYSA-N diphenylamine Chemical compound C=1C=CC=CC=1NC1=CC=CC=C1 DMBHHRLKUKUOEG-UHFFFAOYSA-N 0.000 description 2
- 238000004090 dissolution Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000004060 metabolic process Effects 0.000 description 2
- 239000010812 mixed waste Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- LQNUZADURLCDLV-UHFFFAOYSA-N nitrobenzene Chemical compound [O-][N+](=O)C1=CC=CC=C1 LQNUZADURLCDLV-UHFFFAOYSA-N 0.000 description 2
- 238000011084 recovery Methods 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- VYZAMTAEIAYCRO-UHFFFAOYSA-N Chromium Chemical compound [Cr] VYZAMTAEIAYCRO-UHFFFAOYSA-N 0.000 description 1
- RWSOTUBLDIXVET-UHFFFAOYSA-N Dihydrogen sulfide Chemical compound S RWSOTUBLDIXVET-UHFFFAOYSA-N 0.000 description 1
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 1
- 229910052770 Uranium Inorganic materials 0.000 description 1
- 241000700605 Viruses Species 0.000 description 1
- 230000002378 acidificating effect Effects 0.000 description 1
- 238000012271 agricultural production Methods 0.000 description 1
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 1
- 229910052785 arsenic Inorganic materials 0.000 description 1
- RQNWIZPPADIBDY-UHFFFAOYSA-N arsenic atom Chemical compound [As] RQNWIZPPADIBDY-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006065 biodegradation reaction Methods 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 230000003197 catalytic effect Effects 0.000 description 1
- 239000001913 cellulose Substances 0.000 description 1
- 229920002678 cellulose Polymers 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 229910052804 chromium Inorganic materials 0.000 description 1
- 239000011651 chromium Substances 0.000 description 1
- 238000004939 coking Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000004043 dyeing Methods 0.000 description 1
- 230000037149 energy metabolism Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 238000000855 fermentation Methods 0.000 description 1
- 229960004887 ferric hydroxide Drugs 0.000 description 1
- 238000005189 flocculation Methods 0.000 description 1
- 230000016615 flocculation Effects 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 238000005469 granulation Methods 0.000 description 1
- 230000003179 granulation Effects 0.000 description 1
- 231100001261 hazardous Toxicity 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 229910000037 hydrogen sulfide Inorganic materials 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 150000002500 ions Chemical class 0.000 description 1
- IEECXTSVVFWGSE-UHFFFAOYSA-M iron(3+);oxygen(2-);hydroxide Chemical compound [OH-].[O-2].[Fe+3] IEECXTSVVFWGSE-UHFFFAOYSA-M 0.000 description 1
- 238000010169 landfilling Methods 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000010813 municipal solid waste Substances 0.000 description 1
- 238000010525 oxidative degradation reaction Methods 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000007639 printing Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000011946 reduction process Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 150000003384 small molecules Chemical class 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 230000001988 toxicity Effects 0.000 description 1
- 231100000419 toxicity Toxicity 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- JFALSRSLKYAFGM-UHFFFAOYSA-N uranium(0) Chemical compound [U] JFALSRSLKYAFGM-UHFFFAOYSA-N 0.000 description 1
Classifications
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/02—Biological treatment
- C02F11/04—Anaerobic treatment; Production of methane by such processes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
- C02F3/2846—Anaerobic digestion processes using upflow anaerobic sludge blanket [UASB] reactors
-
- 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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- 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
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2305/00—Use of specific compounds during water treatment
- C02F2305/06—Nutrients for stimulating the growth of microorganisms
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- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Water Supply & Treatment (AREA)
- Organic Chemistry (AREA)
- Microbiology (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Health & Medical Sciences (AREA)
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- Treatment Of Sludge (AREA)
Abstract
Description
技术领域technical field
本发明涉及固体废弃物资源化技术的领域。The invention relates to the field of solid waste recycling technology.
背景技术Background technique
Fenton、类Fenton氧化工艺是近年来逐步推广的一种催化氧化技术,该工艺利用酸性条件下Fe2+和Fe3+催化双氧水产生强氧化性的羟基自由基(·OH)将废水中的难降解成分氧化。反应在常温常压下即可进行,工艺流程简单,具有巨大的工业化推广潜力,已成功应用到印染废水、含油废水、含酚废水、焦化废水、含硝基苯废水、二苯胺废水等废水处理中。然而Fenton反应过程中不仅发生羟基自由基的氧化反应,同时氢氧化铁絮体也会对有机物和其他污染物产生一定的絮凝作用,从而不可避免地产生了大量的含铁污泥。Fenton污泥可归类为危险固废,即使在脱水后含水率仍在80%左右,并含有大量有机质和重金属。如果不妥善处理会产生很多危害,比如:铁泥直接排放会淤积河床,严重污染水体;铁泥中含有大量的细菌病毒,直接暴露在环境中会严重危害到人类的健康;如果直接填埋,铁泥絮体吸附、包裹的有机物会腐败、恶臭,引发一系列环境问题。因此Fenton铁泥的处理已成为制约Fenton技术进一步推广的关键。The Fenton and Fenton-like oxidation process is a catalytic oxidation technology that has been gradually promoted in recent years. This process uses Fe 2+ and Fe 3+ to catalyze hydrogen peroxide under acidic conditions to generate strong oxidizing hydroxyl radicals ( OH) to convert difficult Oxidation of degraded components. The reaction can be carried out under normal temperature and pressure. The process is simple and has great potential for industrialization. It has been successfully applied to the treatment of printing and dyeing wastewater, oily wastewater, phenolic wastewater, coking wastewater, nitrobenzene-containing wastewater, and diphenylamine wastewater. middle. However, not only the oxidation reaction of hydroxyl radicals occurs during the Fenton reaction process, but also the flocs of ferric hydroxide also have a certain flocculation effect on organic matter and other pollutants, which inevitably produces a large amount of iron-containing sludge. Fenton sludge can be classified as hazardous solid waste, with a moisture content of about 80% even after dehydration, and contains a large amount of organic matter and heavy metals. If it is not handled properly, it will cause many hazards, such as: direct discharge of iron mud will silt up the river bed and seriously pollute the water body; iron mud contains a large number of bacteria and viruses, which will seriously endanger human health if it is directly exposed to the environment; if it is directly buried, The organic matter adsorbed and wrapped by iron slime flocs will be corrupted and foul-smelling, causing a series of environmental problems. Therefore, the treatment of Fenton iron slime has become the key to restricting the further promotion of Fenton technology.
传统的Fenton铁泥处置方法主要是水泥稳定、焚烧、固化等方法。按照污泥稳定化、固定化后进行填埋的方法虽然可以确保固废得到妥善处理,防止二次污染发生,但都只是减少了废物的毒性和可迁移性,并没有根除铁泥中的有机物腐败问题。焚烧法虽然可以将有机物彻底氧化为二氧化碳和水,但是铁泥中含有大量的铁及部分重金属焚烧产生的飞灰需要进一步处理。Traditional Fenton iron slime disposal methods are mainly cement stabilization, incineration, solidification and other methods. Although the method of landfilling after sludge stabilization and immobilization can ensure that the solid waste is properly treated and prevents secondary pollution, it only reduces the toxicity and mobility of the waste, and does not eradicate the organic matter in the iron sludge. Corruption issue. Although the incineration method can completely oxidize organic matter into carbon dioxide and water, iron sludge contains a large amount of iron and some heavy metals, and the fly ash produced by incineration needs further treatment.
厌氧生物处理技术是目前有机废水、废物处理领域最有效的技术之一。废水、高固废物中的有机物经过多种微生物的共同代谢作用,最终被转化为水、二氧化碳、甲烷、硫化氢等。而铁是微生物生长的必须元素之一,在地壳中的平均含量大概为5.6%左右,存在形式有Fe0,Fe2+,Fe3+,其中以Fe(III)矿物的存在形式为主。作为地球生命最古老的呼吸方式,铁呼吸即微生物异化铁还原,其在铁的地质循环中起着重要作用。在该过程中,微生物利用Fe(III)作为电子受体,在氧化有机物的同时将Fe(III)还原为Fe(II)并从中获取能量。因为微生物异化铁还原过程耦联了有机物的氧化降解,已逐渐应用于生物冶金、重金属(铀,铬,砷等)污染环境的生物修复以及石化类有机污水的生物降解。有研究报道三价铁的加入能够促进富含硫酸根离子的垃圾渗滤液以及长链脂肪酸的厌氧发酵效率;也有研究三价铁对纤维素类废弃物厌氧产沼气过程的影响,研究发现FeCl3的加入能够强化厌氧微生物对纤维素结晶度的破坏,三价铁对城市生活垃圾、农业生产废弃物、林业生产废弃物等领域的甲烷化利用具有一定的应用前景。但未见利用Fenton铁泥作为三价铁铁源来促进厌氧消化的相关报道。Anaerobic biological treatment technology is one of the most effective technologies in the field of organic wastewater and waste treatment. The organic matter in wastewater and high-solid waste is finally transformed into water, carbon dioxide, methane, hydrogen sulfide, etc. through the co-metabolism of a variety of microorganisms. Iron is one of the essential elements for microbial growth, with an average content of about 5.6% in the earth's crust. It exists in the forms of Fe 0 , Fe 2+ , and Fe 3+ , among which Fe(III) minerals are the main forms. As the oldest respiration method of life on earth, iron respiration is the reduction of iron by microbial dissimilation, which plays an important role in the geological cycle of iron. In this process, microorganisms use Fe(III) as an electron acceptor to reduce Fe(III) to Fe(II) while oxidizing organic matter and obtain energy from it. Because the microbial dissimilatory iron reduction process is coupled with the oxidative degradation of organic matter, it has been gradually applied in biometallurgy, bioremediation of heavy metal (uranium, chromium, arsenic, etc.) polluted environments, and biodegradation of petrochemical organic sewage. It has been reported that the addition of ferric iron can promote the anaerobic fermentation efficiency of landfill leachate rich in sulfate ions and long-chain fatty acids; there are also studies on the effect of ferric iron on the process of anaerobic biogas production from cellulosic waste, and the study found that The addition of FeCl 3 can strengthen the destruction of cellulose crystallinity by anaerobic microorganisms, and ferric iron has certain application prospects in the methane utilization of municipal solid waste, agricultural production waste, forestry production waste and other fields. However, there is no report on using Fenton iron sludge as a source of ferric iron to promote anaerobic digestion.
发明内容Contents of the invention
本发明提出一种利用厌氧微生物消化处理Fenton铁泥的技术。一方面,利用厌氧消化的优势有效地去除铁泥中的有机物,另一方面基于异化铁还原机理,以铁泥中的三价铁作为微生物异化铁还原的电子受体,来强化厌氧消化有机物的效率,提高厌氧甲烷产量。The invention proposes a technology for using anaerobic microorganisms to digest and treat Fenton iron slime. On the one hand, the advantages of anaerobic digestion are used to effectively remove organic matter in iron sludge; on the other hand, based on the reduction mechanism of dissimilated iron, ferric iron in iron sludge is used as the electron acceptor for microbial dissimilated iron reduction to strengthen anaerobic digestion Organic matter efficiency, increasing anaerobic methane production.
具体的技术方案是:一种利用厌氧微生物处理Fenton铁泥的装置,其特征在于:包括设有带上盖的上流式厌氧污泥床反应器的筒体,该筒体内自下而上依次设有污泥反应层与污泥悬浮层,筒体内上方固定有挡泥板,三相分离器被固定在上盖下,筒体外上方设有出水管。进水调节池经进水泵通过进水管与筒体内污泥反应层底部相连,其特征在于:筒体设有中空保温腔,循环水浴锅上方通过循环水管i与中空保温腔的上部相连而下方通过循环水管ii以及循环水泵与中空保温腔的底部相连。Concrete technical scheme is: a kind of device utilizing anaerobic microorganism to process Fenton's iron sludge, it is characterized in that: comprise and be provided with the cylindrical shell of the upflow type anaerobic sludge bed reactor with loam cake, in this cylindrical shell, bottom-up A sludge reaction layer and a sludge suspension layer are arranged in sequence, a fender is fixed above the cylinder body, a three-phase separator is fixed under the upper cover, and an outlet pipe is arranged above the cylinder body. The water inlet adjustment tank is connected to the bottom of the sludge reaction layer in the cylinder through the water inlet pump through the water inlet pipe. It is characterized in that: the cylinder is provided with a hollow heat preservation chamber, and the upper part of the circulating water bath is connected to the upper part of the hollow heat preservation chamber through the circulating water pipe i, while the lower part is passed through The circulating water pipe ii and the circulating water pump are connected with the bottom of the hollow insulation cavity.
一种使用上述装置的利用厌氧微生物处理Fenton铁泥的工艺,包括下述工序:A kind of technique utilizing above-mentioned device to utilize anaerobic microorganism to process Fenton's iron slime, comprises following operation:
1)取待处理的Fenton铁泥进行脱水,使脱水后的铁泥含水率在80~90%,最佳为80%,测定铁泥的含铁量;1) get the Fenton iron slime to be treated and carry out dehydration, make the moisture content of iron slime after dehydration be at 80~90%, the best is 80%, measure the iron content of iron slime;
2)将处理后的铁泥按质量比投入进水调节池中与待处理废水充分混合,使铁泥的质量分数(以三价铁计)保持在10~20g/L左右,最佳为20g/L;2) Put the treated iron sludge into the water inlet adjustment tank according to the mass ratio and fully mix it with the wastewater to be treated, so that the mass fraction of the iron sludge (calculated as ferric iron) is kept at about 10-20g/L, and the best is 20g /L;
3)打开循环水浴锅,维持循环水温度为37℃,打开循环水泵,使循环水通过循环水管进入中空保温腔,维持上流式厌氧污泥床反应器筒体内温度为37℃;3) Turn on the circulating water bath, maintain the temperature of the circulating water at 37°C, turn on the circulating water pump, let the circulating water enter the hollow insulation cavity through the circulating water pipe, and maintain the temperature inside the cylinder of the upflow anaerobic sludge bed reactor at 37°C;
4)打开进水泵,使混匀的废水经进水管进入上述上流式厌氧污泥床反应器的筒体,反应温度为30~40℃,最优为37℃,水力停留时间为24h;4) Turn on the water inlet pump, so that the mixed waste water enters the barrel of the above-mentioned upflow anaerobic sludge bed reactor through the water inlet pipe, the reaction temperature is 30-40°C, the optimum is 37°C, and the hydraulic retention time is 24h;
5)废水经过污泥反应层产生能源性气体,产生的气体经过三相分离器进行收集;5) The waste water passes through the sludge reaction layer to generate energy gas, and the generated gas is collected through a three-phase separator;
6)处理后的出水经过出水管排放。6) The treated effluent is discharged through the outlet pipe.
与现有技术相比,本发明的技术方案具有以下有益效果:Compared with the prior art, the technical solution of the present invention has the following beneficial effects:
①将厌氧消化过程与Fenton铁泥的处置相结合,不需要额外投入能量即可有效处置Fenton铁泥中的有机物。②基于异化铁还原机理来有效利用铁泥中的三价铁来富集异化铁还原菌。③经异化铁还原溶出的二价铁与厌氧反应器对有机物的处理能力直接相关,二价铁的溶出对厌氧反应器内微生物的生长起到了积极地作用。④二价铁的溶出加速了厌氧反应器内污泥的颗粒化程度,提高了反应器的处理能力和对环境条件变化的能力,即反应器的稳定性能。① Combining the anaerobic digestion process with the disposal of Fenton's iron sludge, organic matter in Fenton's iron sludge can be effectively disposed of without additional energy input. ②Based on the reduction mechanism of dissimilated iron to effectively utilize ferric iron in iron sludge to enrich dissimilated iron-reducing bacteria. ③ The divalent iron dissolved by the reduction of dissimilated iron is directly related to the anaerobic reactor's ability to treat organic matter, and the dissolution of ferrous iron plays a positive role in the growth of microorganisms in the anaerobic reactor. ④ The dissolution of ferrous iron accelerates the granulation of sludge in the anaerobic reactor, improves the processing capacity of the reactor and the ability to change environmental conditions, that is, the stability of the reactor.
附图说明Description of drawings
本发明共有附图3张,其中:The present invention has 3 accompanying drawings, wherein:
图1为本发明一种利用厌氧微生物处理Fenton铁泥的装置结构示意图。Fig. 1 is a kind of device structure diagram of utilizing anaerobic microorganism to process Fenton's iron slime of the present invention.
图2为图1的M-M剖面。Fig. 2 is the M-M section of Fig. 1 .
图3为本发明一种利用厌氧微生物处理Fenton铁泥的工艺原理示意图。Fig. 3 is a schematic diagram of a process principle of using anaerobic microorganisms to treat Fenton's iron sludge in the present invention.
图1中:1、进水调节池,2、进水泵,3、进水管,4、污泥反应层,5、悬浮污泥层,6、挡泥板,7、出水管,8、三相分离器,9、反应器上盖,10、循环水管i,11、循环水浴锅,12、循环水泵,13、中空保温腔,14、筒体,15、循环水管ii。In Figure 1: 1. Water inlet regulating tank, 2. Water inlet pump, 3. Water inlet pipe, 4. Sludge reaction layer, 5. Suspended sludge layer, 6. Fender, 7. Outlet pipe, 8. Three-phase Separator, 9. Reactor upper cover, 10. Circulating water pipe i, 11. Circulating water bath, 12. Circulating water pump, 13. Hollow insulation cavity, 14. Cylinder body, 15. Circulating water pipe ii.
具体实施方式detailed description
(1)本发明涉及的应用机理是异化铁还原机理,所述异化铁还原机理如图3所示,微生物的生命代谢过程需要呼吸作用,异化铁还原菌的生命代谢以有机物为电子供体,三价铁为电子受体,在氧化有机物为二氧化碳和水的同时,将电子传递给三价铁,使三价铁还原为二价,并在这个过程中获得能量用于生命生长。异化铁还原菌相较于其他厌氧微生物,对有机物尤其是大分子及难降解物质有更强的分解和转化能力。大分子物质降解后生成的小分子物质可供产甲烷菌利用生成甲烷进行能源回收。将Fenton铁泥作为三价铁铁源投加到厌氧反应器中,会因异化铁还原作用富集异化铁还原菌,废水流经污泥层时,废水中的有机物会被异化铁还原菌氧化生成二氧化碳和水,同时异化铁还原菌将得到的电子用于还原三价铁并从中获得能量用于生命生长和能量代谢。(1) The application mechanism involved in the present invention is the dissimilation iron reduction mechanism. The dissimilation iron reduction mechanism is as shown in Figure 3. The life metabolism process of microorganisms needs respiration, and the life metabolism of dissimilation iron reducing bacteria takes organic matter as electron donors. Ferric iron is an electron acceptor. While oxidizing organic matter into carbon dioxide and water, it transfers electrons to ferric iron to reduce ferric iron to divalent iron, and in this process obtains energy for life growth. Compared with other anaerobic microorganisms, dissimilatory iron-reducing bacteria have a stronger ability to decompose and transform organic matter, especially macromolecules and refractory substances. The small molecules produced by the degradation of macromolecules can be used by methanogens to generate methane for energy recovery. Adding Fenton iron slime as a source of ferric iron into the anaerobic reactor will enrich dissimilated iron-reducing bacteria due to the reduction of dissimilated iron. When the wastewater flows through the sludge layer, the organic matter in the wastewater will be absorbed by the dissimilated iron-reducing bacteria. Oxidation produces carbon dioxide and water, and the dissimilatory iron-reducing bacteria use the obtained electrons to reduce ferric iron and obtain energy from it for life growth and energy metabolism.
(2)本发明涉及一种上流式厌氧污泥床反应器,反应器如图1所示,设有带上盖9的上流式厌氧污泥床反应器的筒体14,该筒体14设有中空保温腔13。上流式厌氧污泥床反应器的筒体14内自下而上依次装有污泥反应层4与污泥悬浮层5。筒体14内上方固定有挡泥板6,三相分离器8被固定在上盖9下。循环水浴锅11上方通过循环水管i-10与中空保温腔13的上部相连而下方通过循环水管ii-15以及循环水泵12与中空保温腔13的底部相连。进水调节池1经进水泵2通过进水管3与筒体14内污泥反应层4底部相连。当打开进水泵2时,进水调节池内的废水依次流经进水泵2、进水管3、污泥反应层4与污泥悬浮层5,最终从出水口7处流出排放。(2) The present invention relates to a kind of upflow type anaerobic sludge bed reactor, and reactor as shown in Figure 1, is provided with the cylinder body 14 of the upflow type anaerobic sludge bed reactor with loam cake 9, and this cylinder body 14 is provided with hollow insulation chamber 13. The cylinder body 14 of the upflow anaerobic sludge bed reactor is sequentially equipped with a sludge reaction layer 4 and a sludge suspension layer 5 from bottom to top. A fender 6 is fixed on the inner top of the cylinder body 14 , and a three-phase separator 8 is fixed under the upper cover 9 . The top of the circulating water bath 11 is connected with the upper part of the hollow heat preservation chamber 13 through the water circulation pipe i-10 and the bottom of the hollow heat preservation chamber 13 is connected with the bottom of the hollow heat preservation chamber 13 through the water circulation pipe ii-15 and the water circulation pump 12 below. The water inlet adjustment tank 1 is connected to the bottom of the sludge reaction layer 4 in the cylinder body 14 through the water inlet pump 2 and the water inlet pipe 3 . When the water inlet pump 2 is turned on, the wastewater in the water inlet adjustment tank flows through the water inlet pump 2, the water inlet pipe 3, the sludge reaction layer 4 and the sludge suspension layer 5 in sequence, and finally flows out from the water outlet 7 for discharge.
(3)结合附图1和实例对本发明做进一步说明,如图2所示利用厌氧消化处理Fenton铁泥的工艺包括以下步骤:(3) the present invention will be further described in conjunction with accompanying drawing 1 and example, utilize the technique of anaerobic digestion to process Fenton's iron slime as shown in Figure 2 to comprise the following steps:
以垃圾渗滤液为待处理废水,垃圾渗滤液化学需氧量为10000mg/L,氨氮浓度为1800mg/L。Taking the landfill leachate as the wastewater to be treated, the chemical oxygen demand of the landfill leachate is 10000mg/L, and the concentration of ammonia nitrogen is 1800mg/L.
打开循环水泵12,循环水由循环水浴锅11依次流经循环水泵12、循环水管ii-15、中空保温腔13、循环水管i-10并回到循环水浴锅,维持上流式厌氧污泥床反应器筒体14温度为37℃。Turn on the circulating water pump 12, and the circulating water flows through the circulating water bath 11 through the circulating water pump 12, the circulating water pipe ii-15, the hollow insulation chamber 13, the circulating water pipe i-10 and returns to the circulating water bath to maintain an upflow anaerobic sludge bed The reactor barrel 14 temperature was 37°C.
取待处理的Fenton铁泥,进行一定脱水作用以减少铁泥体积,使脱水后的铁泥含水率在80~90%,最佳为80%,测定铁泥的含铁量为40%,有机物含量为20%,其他物质包括无机物及重金属离子。Take the Fenton iron slime to be treated, carry out certain dehydration to reduce the iron slime volume, make the moisture content of the iron slime after dehydration be 80-90%, the best is 80%, the iron content of the iron slime is determined to be 40%, organic matter The content is 20%, and other substances include inorganic substances and heavy metal ions.
将处理后的铁泥以一定的体积比投入进水调节池1中与垃圾渗滤液废水充分混合,使铁泥的质量浓度(以三价铁计)保持在10~20g/L左右,最佳为20g/L。Put the treated iron slime into the water inlet adjustment tank 1 at a certain volume ratio and fully mix it with the landfill leachate wastewater, so that the mass concentration of the iron slime (calculated as ferric iron) is kept at about 10-20g/L, which is the best 20g/L.
打开进水泵2,调节进水流量使水力停留时间为24h,使进水调节池1内混匀的废水依次流经进水泵2、进水管3进入上流式厌氧污泥床反应器14内,自下而上的进水水流可以起到搅拌作用使待处理废水与污泥反应层4中的厌氧微生物充分接触,厌氧微生物中的异化铁还原菌通过异化铁还原机理将进水铁泥中含有的三价铁还原为二价,并从中获得能量,提高对垃圾渗滤液中的大分子及难降解物质的去除与转化,促进厌氧消化,提高甲烷产量。同时可以利用污泥反应层4中的厌氧微生物对铁泥中的有机物进行去除。Turn on the water inlet pump 2, adjust the water inlet flow rate so that the hydraulic retention time is 24h, so that the mixed waste water in the water inlet adjustment tank 1 flows through the water inlet pump 2 and the water inlet pipe 3 in turn into the upflow anaerobic sludge bed reactor 14, The bottom-up influent water flow can play a stirring role to make the wastewater to be treated fully contact with the anaerobic microorganisms in the sludge reaction layer 4, and the dissimilatory iron-reducing bacteria in the anaerobic microorganisms will reduce the influent iron sludge through the dissimilatory iron reduction mechanism. The ferric iron contained in it is reduced to divalent, and energy is obtained from it, which improves the removal and transformation of macromolecules and refractory substances in landfill leachate, promotes anaerobic digestion, and increases methane production. At the same time, the anaerobic microorganisms in the sludge reaction layer 4 can be used to remove organic matter in the iron sludge.
废水经过污泥反应层4时,会因厌氧微生物的厌氧消化作用产生能源性气体(二氧化碳和甲烷),并在污泥悬浮层5释放,产生的能源性气体经过三相分离器8进行收集、能源回收。When the wastewater passes through the sludge reaction layer 4, energy gases (carbon dioxide and methane) will be generated due to the anaerobic digestion of anaerobic microorganisms, and will be released in the sludge suspension layer 5, and the generated energy gases will be separated by the three-phase separator 8. collection, energy recovery.
经过处理后的废水最终从出水口7处流出排放。The treated waste water finally flows out from the water outlet 7 for discharge.
经过本发明技术处理后的垃圾渗滤液,化学需氧量去除效率为76%,与未加入铁泥的反应器相比化学需氧量去除率提高10%,出水化学需氧量降低28%,甲烷产量提高14%。The chemical oxygen demand removal efficiency of the landfill leachate treated by the technology of the present invention is 76%, and compared with the reactor without adding iron sludge, the chemical oxygen demand removal rate is increased by 10%, and the chemical oxygen demand of the effluent is reduced by 28%. Methane production increased by 14%.
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