CN105819891A - Preparation method of sludge ceramsite used for medium and low concentration ammonia nitrogen wastewater treatment - Google Patents
Preparation method of sludge ceramsite used for medium and low concentration ammonia nitrogen wastewater treatment Download PDFInfo
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- CN105819891A CN105819891A CN201610128339.9A CN201610128339A CN105819891A CN 105819891 A CN105819891 A CN 105819891A CN 201610128339 A CN201610128339 A CN 201610128339A CN 105819891 A CN105819891 A CN 105819891A
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- sludge
- ammonia nitrogen
- sludge ceramsite
- ceramsite
- fly ash
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- 239000010802 sludge Substances 0.000 title claims abstract description 107
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 title claims abstract description 89
- 238000002360 preparation method Methods 0.000 title claims abstract description 8
- 238000004065 wastewater treatment Methods 0.000 title claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Chemical compound O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 37
- 238000000034 method Methods 0.000 claims abstract description 36
- 239000010881 fly ash Substances 0.000 claims abstract description 31
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 claims abstract description 27
- 239000002994 raw material Substances 0.000 claims abstract description 24
- 239000000463 material Substances 0.000 claims abstract description 22
- 239000004927 clay Substances 0.000 claims abstract description 15
- 239000008367 deionised water Substances 0.000 claims abstract description 12
- 229910021641 deionized water Inorganic materials 0.000 claims abstract description 12
- 238000003756 stirring Methods 0.000 claims abstract description 6
- 238000001179 sorption measurement Methods 0.000 claims description 50
- 238000002386 leaching Methods 0.000 claims description 31
- 238000001035 drying Methods 0.000 claims description 12
- 239000010865 sewage Substances 0.000 claims description 11
- 238000012360 testing method Methods 0.000 claims description 11
- 239000003153 chemical reaction reagent Substances 0.000 claims description 6
- 230000018044 dehydration Effects 0.000 claims description 6
- 238000006297 dehydration reaction Methods 0.000 claims description 6
- 238000002156 mixing Methods 0.000 claims description 6
- 238000011069 regeneration method Methods 0.000 claims description 6
- 239000003480 eluent Substances 0.000 claims description 5
- 238000010304 firing Methods 0.000 claims description 5
- 230000003179 granulation Effects 0.000 claims description 5
- 238000005469 granulation Methods 0.000 claims description 5
- 230000008569 process Effects 0.000 claims description 5
- 230000008929 regeneration Effects 0.000 claims description 5
- 239000008399 tap water Substances 0.000 claims description 5
- 235000020679 tap water Nutrition 0.000 claims description 5
- 238000004737 colorimetric analysis Methods 0.000 claims description 4
- VVQNEPGJFQJSBK-UHFFFAOYSA-N Methyl methacrylate Chemical compound COC(=O)C(C)=C VVQNEPGJFQJSBK-UHFFFAOYSA-N 0.000 claims description 3
- 229920005372 Plexiglas® Polymers 0.000 claims description 3
- 238000005485 electric heating Methods 0.000 claims description 2
- 239000002351 wastewater Substances 0.000 abstract description 17
- 238000004140 cleaning Methods 0.000 abstract 1
- 239000000243 solution Substances 0.000 description 15
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 14
- 239000002699 waste material Substances 0.000 description 13
- 230000000694 effects Effects 0.000 description 9
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 description 8
- 229910052757 nitrogen Inorganic materials 0.000 description 8
- 231100000419 toxicity Toxicity 0.000 description 8
- 230000001988 toxicity Effects 0.000 description 8
- 229910021536 Zeolite Inorganic materials 0.000 description 7
- 229910001385 heavy metal Inorganic materials 0.000 description 7
- 239000010457 zeolite Substances 0.000 description 7
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 6
- 239000000203 mixture Substances 0.000 description 6
- 208000028659 discharge Diseases 0.000 description 5
- 229920006395 saturated elastomer Polymers 0.000 description 5
- 239000000126 substance Substances 0.000 description 5
- FAPWRFPIFSIZLT-UHFFFAOYSA-M Sodium chloride Chemical compound [Na+].[Cl-] FAPWRFPIFSIZLT-UHFFFAOYSA-M 0.000 description 4
- 239000003463 adsorbent Substances 0.000 description 4
- 238000010170 biological method Methods 0.000 description 4
- 230000007613 environmental effect Effects 0.000 description 4
- 239000002920 hazardous waste Substances 0.000 description 4
- 239000002910 solid waste Substances 0.000 description 4
- 239000003513 alkali Substances 0.000 description 3
- 229910021529 ammonia Inorganic materials 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 230000008901 benefit Effects 0.000 description 3
- 230000033228 biological regulation Effects 0.000 description 3
- 230000008859 change Effects 0.000 description 3
- 238000009388 chemical precipitation Methods 0.000 description 3
- 238000005342 ion exchange Methods 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 150000003839 salts Chemical class 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 2
- 238000005660 chlorination reaction Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 239000003337 fertilizer Substances 0.000 description 2
- 229910052500 inorganic mineral Inorganic materials 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 238000001000 micrograph Methods 0.000 description 2
- 239000011707 mineral Substances 0.000 description 2
- 239000005416 organic matter Substances 0.000 description 2
- 230000010355 oscillation Effects 0.000 description 2
- 239000000047 product Substances 0.000 description 2
- 238000002791 soaking Methods 0.000 description 2
- 239000011780 sodium chloride Substances 0.000 description 2
- 238000002798 spectrophotometry method Methods 0.000 description 2
- 231100000331 toxic Toxicity 0.000 description 2
- 230000002588 toxic effect Effects 0.000 description 2
- NWUYHJFMYQTDRP-UHFFFAOYSA-N 1,2-bis(ethenyl)benzene;1-ethenyl-2-ethylbenzene;styrene Chemical compound C=CC1=CC=CC=C1.CCC1=CC=CC=C1C=C.C=CC1=CC=CC=C1C=C NWUYHJFMYQTDRP-UHFFFAOYSA-N 0.000 description 1
- 241000251468 Actinopterygii Species 0.000 description 1
- 239000005995 Aluminium silicate Substances 0.000 description 1
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- 206010021143 Hypoxia Diseases 0.000 description 1
- 239000005909 Kieselgur Substances 0.000 description 1
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- -1 NaOH or NaCl Chemical class 0.000 description 1
- JVMRPSJZNHXORP-UHFFFAOYSA-N ON=O.ON=O.ON=O.N Chemical compound ON=O.ON=O.ON=O.N JVMRPSJZNHXORP-UHFFFAOYSA-N 0.000 description 1
- CVTZKFWZDBJAHE-UHFFFAOYSA-N [N].N Chemical class [N].N CVTZKFWZDBJAHE-UHFFFAOYSA-N 0.000 description 1
- MMDJDBSEMBIJBB-UHFFFAOYSA-N [O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O.[NH6+3] Chemical compound [O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O.[NH6+3] MMDJDBSEMBIJBB-UHFFFAOYSA-N 0.000 description 1
- 238000003915 air pollution Methods 0.000 description 1
- 239000012670 alkaline solution Substances 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- 235000012211 aluminium silicate Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000008280 blood Substances 0.000 description 1
- 210000004369 blood Anatomy 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 150000001768 cations Chemical class 0.000 description 1
- 239000013043 chemical agent Substances 0.000 description 1
- 239000003818 cinder Substances 0.000 description 1
- 238000004939 coking Methods 0.000 description 1
- 238000009264 composting Methods 0.000 description 1
- 230000003750 conditioning effect Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000003795 desorption Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- GUJOJGAPFQRJSV-UHFFFAOYSA-N dialuminum;dioxosilane;oxygen(2-);hydrate Chemical compound O.[O-2].[O-2].[O-2].[Al+3].[Al+3].O=[Si]=O.O=[Si]=O.O=[Si]=O.O=[Si]=O GUJOJGAPFQRJSV-UHFFFAOYSA-N 0.000 description 1
- 230000029087 digestion Effects 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 238000004090 dissolution Methods 0.000 description 1
- 238000002848 electrochemical method Methods 0.000 description 1
- 238000010828 elution Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000012851 eutrophication Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 239000003864 humus Substances 0.000 description 1
- 230000007954 hypoxia Effects 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 239000003456 ion exchange resin Substances 0.000 description 1
- 229920003303 ion-exchange polymer Polymers 0.000 description 1
- NLYAJNPCOHFWQQ-UHFFFAOYSA-N kaolin Chemical compound O.O.O=[Al]O[Si](=O)O[Si](=O)O[Al]=O NLYAJNPCOHFWQQ-UHFFFAOYSA-N 0.000 description 1
- 210000003734 kidney Anatomy 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 210000004185 liver Anatomy 0.000 description 1
- 238000009766 low-temperature sintering Methods 0.000 description 1
- 229910052749 magnesium Inorganic materials 0.000 description 1
- 239000011777 magnesium Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 238000005272 metallurgy Methods 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 229910052901 montmorillonite Inorganic materials 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000002203 pretreatment Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000000741 silica gel Substances 0.000 description 1
- 229910002027 silica gel Inorganic materials 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 210000000952 spleen Anatomy 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 239000006228 supernatant Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
- 238000009279 wet oxidation reaction Methods 0.000 description 1
Classifications
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B38/00—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof
- C04B38/06—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof by burning-out added substances by burning natural expanding materials or by sublimating or melting out added substances
- C04B38/063—Preparing or treating the raw materials individually or as batches
- C04B38/0635—Compounding ingredients
- C04B38/0645—Burnable, meltable, sublimable materials
- C04B38/0665—Waste material; Refuse other than vegetable refuse
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B33/00—Clay-wares
- C04B33/02—Preparing or treating the raw materials individually or as batches
- C04B33/13—Compounding ingredients
- C04B33/132—Waste materials; Refuse; Residues
- C04B33/1321—Waste slurries, e.g. harbour sludge, industrial muds
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B33/00—Clay-wares
- C04B33/02—Preparing or treating the raw materials individually or as batches
- C04B33/13—Compounding ingredients
- C04B33/132—Waste materials; Refuse; Residues
- C04B33/135—Combustion residues, e.g. fly ash, incineration waste
- C04B33/1352—Fuel ashes, e.g. fly ash
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/60—Production of ceramic materials or ceramic elements, e.g. substitution of clay or shale by alternative raw materials, e.g. ashes
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Dispersion Chemistry (AREA)
- Combustion & Propulsion (AREA)
- Solid-Sorbent Or Filter-Aiding Compositions (AREA)
Abstract
本发明提供一种用于中低浓度氨氮废水处理的污泥陶粒的制备方法:用3%~6%的NaOH溶液在20~30℃下浸泡粉煤灰3~4天后,用去离子水洗净后于100~110℃烘干;将剩余污泥、粘土于100~110℃烘干;上述三种原材料干燥后粉碎、过筛备用;取经过上述预处理的质量比为30%~60%的粉煤灰、30%~60%的剩余污泥、10%的粘土进行充分混合,得干料;向上述干料中加入适量去离子水后搅拌均匀,制成1~3mm的胚料,并放置于托盘中在110℃的烘箱中干燥到表面无水分;将烘干后的胚料放入马弗炉中加热至350℃~500℃,预热10~40分钟,再升温至800℃~1100℃烧制10~25分钟,于炉中冷却至180~200℃时取出,即得污泥陶粒。本发明方法制备的污泥陶粒价格低廉、经济高效、环境友好,适合于中低浓度氨氮废水的处理。
The invention provides a preparation method of sludge ceramsite used for the treatment of medium and low concentration ammonia nitrogen wastewater: soak fly ash with 3%~6% NaOH solution at 20~30°C for 3~4 days, then use deionized water After cleaning, dry at 100-110°C; dry the remaining sludge and clay at 100-110°C; dry the above three raw materials, crush them, and sieve them for later use; the mass ratio of the above-mentioned pretreated materials is 30%-60 % of fly ash, 30%~60% of excess sludge, and 10% of clay are thoroughly mixed to obtain a dry material; add an appropriate amount of deionized water to the above dry material and stir evenly to make a blank material of 1~3mm , and place it on a tray and dry it in an oven at 110°C until there is no moisture on the surface; put the dried billet into a muffle furnace and heat it to 350°C~500°C, preheat for 10~40 minutes, and then heat up to 800°C Burn at ℃~1100℃ for 10~25 minutes, and take it out when it is cooled to 180~200℃ in the furnace to obtain sludge ceramsite. The sludge ceramsite prepared by the method of the invention is cheap, economical, efficient and environmentally friendly, and is suitable for the treatment of medium and low concentration ammonia nitrogen wastewater.
Description
技术领域technical field
本发明涉及一种能用于中低浓度氨氮废水处理的污泥陶粒的制备方法,属于废物资源化利用及污水处理领域。The invention relates to a preparation method of sludge ceramsite which can be used for the treatment of medium and low concentration ammonia nitrogen wastewater, and belongs to the fields of waste resource utilization and sewage treatment.
背景技术Background technique
氨氮,指以游离氨(或称非离子氨NH3,)或离子氨(NH4 +)形态存在的氮。氨氮主要来源于人和动物的排泄物、雨水径流、农用化肥的流失以及石化、冶金、煤气、焦化等工业废水[1]。氨氮废水的大量排放带来的危害首先是过量消耗水中溶解氧,导致鱼类等水生生物缺氧死亡,同时造成水体富营养化现象;其次,氨氮氧化产物亚硝酸盐氮具有毒性,容易引起动物的肝、脾和肾脏的功能不全,血液的供氧能力逐渐丧失,感染多种疾病。为了减轻水体污染,保护生态环境,国家要求含氨氮废水必需达到《污水综合排放标准》(GB8978—2002)(氨氮一级排放标准≤15mg/L,二级排放标准为≤25mg/L)后才可排放。Ammonia nitrogen refers to nitrogen that exists in the form of free ammonia (or called non-ionic ammonia NH 3 ,) or ionic ammonia (NH 4 + ). Ammonia nitrogen mainly comes from human and animal excrement, rainwater runoff, loss of agricultural fertilizers, and industrial wastewater such as petrochemical, metallurgy, gas, and coking [1] . The harm caused by the massive discharge of ammonia nitrogen wastewater is firstly the excessive consumption of dissolved oxygen in water, which leads to the death of fish and other aquatic organisms due to hypoxia, and at the same time causes the phenomenon of eutrophication in water bodies; secondly, the ammonia nitrogen oxidation product nitrite nitrogen is toxic and easily causes The function of the liver, spleen and kidneys is incomplete, the oxygen supply capacity of the blood is gradually lost, and a variety of diseases are infected. In order to reduce water pollution and protect the ecological environment, the country requires that ammonia-nitrogen-containing wastewater must meet the "Comprehensive Discharge Standard for Sewage" (GB8978-2002) (the primary discharge standard for ammonia nitrogen is ≤15mg/L, and the secondary discharge standard is ≤25mg/L). Dischargeable.
目前,氨氮废水的处理方法主要有以下几种:生物法、离子交换吸附法、化学沉淀法、膜分离法、湿式氧化法、折点氯化法、吹脱及汽提法、电化学法等[2]。每种方法都有其优缺点和适用条件,要根据废水具体情况进行综合分析,确定出合适的处理方法或者采取几种方法相结合的形式。一般来说,对于高浓度氨氮废水(氨氮浓度大于500mg/L),常用处理方法有:吹脱法+生物法,吹脱法+折点加氯,化学沉淀法+生物法等。对于中低浓度的氨氮废水(低浓度是指氨氮浓度小于50mg/L,中浓度是指氨氮浓度50-500mg/L),常用方法有:离子交换吸附法,生物脱氮法等。At present, the treatment methods of ammonia nitrogen wastewater mainly include the following types: biological method, ion exchange adsorption method, chemical precipitation method, membrane separation method, wet oxidation method, break point chlorination method, stripping and stripping method, electrochemical method, etc. [2] . Each method has its advantages and disadvantages and applicable conditions. It is necessary to conduct a comprehensive analysis according to the specific situation of the wastewater to determine the appropriate treatment method or to adopt a combination of several methods. Generally speaking, for high-concentration ammonia nitrogen wastewater (ammonia nitrogen concentration greater than 500mg/L), the commonly used treatment methods are: air stripping method + biological method, air stripping method + break point chlorination, chemical precipitation method + biological method, etc. For medium and low concentration ammonia nitrogen wastewater (low concentration refers to ammonia nitrogen concentration less than 50mg/L, medium concentration refers to ammonia nitrogen concentration 50-500mg/L), commonly used methods are: ion exchange adsorption method, biological denitrification method, etc.
比如人工湿地污水处理系统中,除氮的主要机制为微生物的硝化-反硝化作用,但由于人工湿地内部DO不足,使得硝化作用不能充分进行,导致氨氮不能转化为硝态氮,致使脱氮效率下降。目前类似人工湿地这种因基质缺氧甚至厌氧而造成用生物法无法达到良好的脱氮效果的工艺还有厌氧、缺氧生物滤池等。所以,吸附法处理中低浓度氨氮废水在近几年受到越来越多的关注。For example, in the constructed wetland sewage treatment system, the main mechanism of nitrogen removal is microbial nitrification-denitrification, but due to the lack of DO in the constructed wetland, the nitrification cannot be fully carried out, resulting in the inability to convert ammonia nitrogen into nitrate nitrogen, resulting in a lower nitrogen removal efficiency. decline. At present, similar to constructed wetlands, there are anaerobic and anoxic biological filters, which cannot achieve good denitrification effects by biological methods due to the lack of oxygen or even anaerobic substrates. Therefore, the adsorption method for treating low-concentration ammonia-nitrogen wastewater has received more and more attention in recent years.
目前,能用于氨氮吸附的材料主要有:沸石、活性炭、蒙脱土、煤渣、氧化铝、硅胶、硅藻土、高岭土、麦饭石和离子交换树脂等。多数研究表明:这些物质吸附氨氮的机制是离子交换[3]。一些对沸石吸附低浓度氨氮废水的研究[4-9]表明:无论天然沸石还是改性沸石,即使水中存在有钙镁等干扰阳离子,沸石对低浓度氨氮仍具有很好的选择吸附性能。吸附法去除氨氮具有工艺简单,操作方便的优点,缺点是吸附材料交换容量有限,比表面积不够大,解吸过程频繁,同时也会耗费我国沸石等矿物的储量资源。因此,开发吸附效果优良、价格低廉、易于回收氨氮的氨氮吸附材料迫在眉睫。At present, the materials that can be used for ammonia nitrogen adsorption mainly include: zeolite, activated carbon, montmorillonite, cinder, alumina, silica gel, diatomaceous earth, kaolin, medical stone and ion exchange resin. Most studies have shown that the mechanism for the adsorption of ammonia nitrogen by these substances is ion exchange [3] . Some studies on zeolite adsorption of low-concentration ammonia-nitrogen wastewater [4-9] show that: no matter natural zeolite or modified zeolite, even if there are interfering cations such as calcium and magnesium in the water, zeolite still has good selective adsorption performance for low-concentration ammonia-nitrogen. The removal of ammonia nitrogen by adsorption has the advantages of simple process and convenient operation. The disadvantages are that the exchange capacity of the adsorption material is limited, the specific surface area is not large enough, the desorption process is frequent, and it will also consume the reserve resources of minerals such as zeolite in my country. Therefore, it is imminent to develop ammonia nitrogen adsorption materials with excellent adsorption effect, low price and easy recovery of ammonia nitrogen.
基于此,本发明试图利用粉煤灰、城市污水厂剩余污泥等废弃资源为主要原料制备出具有氨氮吸附能力的污泥陶粒,作为吸附剂应用于中低浓度氨氮废水的处理。Based on this, the present invention attempts to use waste resources such as fly ash and urban sewage plant residual sludge as main raw materials to prepare sludge ceramsite with ammonia nitrogen adsorption capacity, which is used as an adsorbent for the treatment of medium and low concentration ammonia nitrogen wastewater.
粉煤灰是燃煤火力发电厂从烟道中排出的一种工业废渣,是磨成一定细度的煤粉在煤粉炉中燃烧(1100~1500℃)后由除尘器收集的细灰,是工业“三废”之一。粉煤灰若不加以妥善的处置,将会造成诸多方面的危害,如形成大气污染或其在被利用过程中对环境造成后期影响。因此,如何安全有效利用粉煤灰成为了目前亟待解决的一个问题[10]。Fly ash is a kind of industrial waste discharged from the flue of coal-fired thermal power plants. One of the "three wastes" of industry. If the fly ash is not disposed of properly, it will cause many hazards, such as air pollution or its late impact on the environment during its utilization. Therefore, how to use fly ash safely and effectively has become an urgent problem to be solved [10] .
粉煤灰的化学组成类似沸石的矿物组成,具有较大的比表面积和固体吸附剂性能[11,12]。有研究表明[13,14],采用碱性溶液在一定温度下混合对粉煤灰改性,改性后的粉煤灰可大大提高吸附性能及其对废水的脱氮功能。The chemical composition of fly ash is similar to the mineral composition of zeolite, which has a large specific surface area and solid adsorbent properties [11,12] . Studies have shown that [13,14], using alkaline solution mixed at a certain temperature to modify fly ash, the modified fly ash can greatly improve the adsorption performance and the denitrification function of wastewater.
在关注粉煤灰综合利用的同时,另一种废弃物——剩余污泥的资源化利用也开始引起科技工作者高度的重视。随着我国社会经济和城市化的快速发展,城市污水处理厂的规模、处理程度日益扩大。在处理污水的同时产生了大量的剩余污泥,剩余污泥产量大约为处理水体积的0.15%~1%[15]。尽管含有N、P等营养元素,但通常也会含有大量的有毒有害物质。若不经妥善处理,随意置放,会造成二次污染。国内常用的污泥处理技术有污泥浓缩、污泥调理、厌氧消化、脱水、堆肥等[16]。对污泥进行无害化和资源化处理,变废为宝,以废治废,符合社会和经济的可持续发展要求,具有极其重要的意义。While paying attention to the comprehensive utilization of fly ash, the resource utilization of another kind of waste—surplus sludge has also begun to attract the attention of scientific and technological workers. With the rapid development of social economy and urbanization in our country, the scale and treatment degree of urban sewage treatment plants are increasing day by day. A large amount of excess sludge is produced while treating sewage, and the output of excess sludge is about 0.15% to 1% of the treated water volume [15] . Although it contains nutrients such as N and P, it usually also contains a large amount of toxic and harmful substances. If it is not handled properly and placed randomly, it will cause secondary pollution. The commonly used sludge treatment technologies in China include sludge concentration, sludge conditioning, anaerobic digestion, dehydration, composting, etc. [16] . It is of great significance to carry out harmless and resourceful treatment of sludge, turn waste into treasure, and treat waste with waste, which meets the requirements of sustainable social and economic development.
本发明阐述了利用粉煤灰、污水厂剩余污泥等废弃资源为主要原料制备污泥陶粒的方法,经过特殊预处理,该污泥陶粒具有氨氮吸附功能,能作为吸附剂应用于中低浓度氨氮废水的处理。本发明的污泥陶粒吸附氨氮效率高,成本低,还可实现以废治废、变废为宝的废弃物资源化利用的目标。The invention describes a method for preparing sludge ceramsite by using waste resources such as fly ash and excess sludge from sewage plants as main raw materials. After special pretreatment, the sludge ceramsite has the function of ammonia nitrogen adsorption and can be used as an adsorbent in Treatment of low concentration ammonia nitrogen wastewater. The sludge ceramsite of the present invention has high efficiency of adsorbing ammonia nitrogen and low cost, and can also realize the goal of resource utilization of waste by treating waste and turning waste into treasure.
参考文献:references:
[1]王莉萍,曹国平,周小虹.氨氮废水处理技术研究进展[J].化学推进剂与高分子材料.2009,7(3):26-32.[1] Wang Liping, Cao Guoping, Zhou Xiaohong. Research progress of ammonia nitrogen wastewater treatment technology [J]. Chemical propellants and polymer materials. 2009, 7(3): 26-32.
[2]李健昌.沸石去除中低浓度工业氨氮废水研究[D]学位论文.2009,12.[2] Li Jianchang. Research on Zeolite Removal of Medium and Low Concentration Industrial Ammonia Nitrogen Wastewater [D] Dissertation. 2009,12.
[3]张庆东,赵东风,赵朝成.吸附法脱氮现状及常用吸附剂介绍[J].新疆环境保护.2002,24(2):43-46.[3] Zhang Qingdong, Zhao Dongfeng, Zhao Chaocheng. Present situation of denitrification by adsorption method and introduction of commonly used adsorbents [J]. Xinjiang Environmental Protection. 2002, 24(2): 43-46.
[4]唐登勇,郑正.天然沸石吸附低浓度氨氮废水的研究[J].环境科学与技术.2010,33(12):206-209.[4] Tang Dengyong, Zheng Zheng. Study on the adsorption of low concentration ammonia nitrogen wastewater by natural zeolite [J]. Environmental Science and Technology. 2010,33(12):206-209.
[5]温东辉,唐孝炎.天然斜发沸石对溶液中的物化作用机理[J].中国环境科学,2003,23(5):509-514.[5] Wen Donghui, Tang Xiaoyan. Natural clinoptilolite in solution The physical and chemical mechanism of [J]. Chinese Environmental Science, 2003, 23(5): 509-514.
[6]KomarowskiS,YuQ.AmmoniumIonRemovalfromWastewaterUsingAustralianNaturalZeolite:BatchEquilibriumandKneticStudies[J].EnvirTech,1997,18(11):1085-1097.[6] KomarowskiS, YuQ.AmmoniumIonRemovalfromWastewaterUsingAustralianNaturalZeolite: BatchEquilibriumandKneticStudies[J].EnvirTech,1997,18(11):1085-1097.
[7]NguyenML,TannerCC.AmmoniumRemovalfromWastewaterUsingNaturalNewZealandZeolites[J].NewZealandJoumalofAgriculturalResearch,1998,41(3):427-446.[7] NguyenML, TannerCC.AmmoniumRemovalfromWastewaterUsingNaturalNewZealandZeolites[J].NewZealandJoumalofAgriculturalResearch,1998,41(3):427-446.
[8]BookerNA,CooneyEl,PriestleyAJ.AmmoniaRemovalfromSewageUsingNaturalAustralianZeolite[J].WatSciTech,1996,34(9):17-24.[8]BookerNA,CooneyEl,PriestleyAJ.AmmoniaRemovalfromSewageUsingNaturalAustralianZeolite[J].WatSciTech,1996,34(9):17-24.
[9]BurgessRM,PerronMM,CantwellMG,etal.UseofZeoliteforRemovingAmmoniaandAmmonia-causedToxicityinMarineToxicityIdentificationEvaluations[J].ArchivesofEnvironmentalContaminationandToxicology,2004,10(4):440-447.[9] Burgess RM, Perron MM, Cantwell MG, et al. Use of Zeolite for Removing Ammonia and Ammonia-caused Toxicity in Marine Toxicity Identification Evaluations [J]. Archives of Environmental Contamination and Toxicology, 2004, 10 (4): 440-447.
[10]姜立萍,黄磊.粉煤灰的综合利用及发展趋势(J).煤化工.2015,43(2):84-89.[10] Jiang Liping, Huang Lei. Comprehensive utilization and development trend of fly ash (J). Coal Chemical Industry. 2015,43(2):84-89.
[11]郑越,刘方,吴永贵.粉煤灰对工业废水中氨氮的吸附性能研究[J].环境科学与技术,2011,34(1):50-53.[11] Zheng Yue, Liu Fang, Wu Yonggui. Study on the Adsorption Performance of Fly Ash on Ammonia Nitrogen in Industrial Wastewater [J]. Environmental Science and Technology, 2011, 34(1):50-53.
[12]赵统刚,吴德意,陈建刚,孔海南,张葆华,王灶生.粉煤灰合成沸石同步脱氨除磷特性的研究[J].环境科学.2006,27(4):696-700.[12] Zhao Tonggang, Wu Deyi, Chen Jiangang, Kong Hainan, Zhang Baohua, Wang Zaosheng. Synchronous deamination and dephosphorization characteristics of zeolite synthesized from fly ash [J]. Environmental Science. 2006, 27(4): 696-700.
[13]王华,宋存义,张强.粉煤灰改性吸附材料及其吸附机理[J].粉煤灰综合利用.2007,7(26):37-41.[13] Wang Hua, Song Cunyi, Zhang Qiang. Fly Ash Modified Adsorption Material and Its Adsorption Mechanism [J]. Fly Ash Comprehensive Utilization. 2007, 7(26):37-41.
[14]王春蓉,牛海山.改性粉煤灰吸附废水中氨氮的试验研究[J].粉煤灰综合利.[14] Wang Chunrong, Niu Haishan. Experimental research on the adsorption of ammonia nitrogen in wastewater by modified fly ash [J]. Comprehensive benefits of fly ash.
[15]王志平.城镇污水厂污泥处置与资源化利用技术探讨[J].资源节约与环保,2014(11):77-85.[15] Wang Zhiping. Discussion on sludge disposal and resource utilization technology of urban sewage plants [J]. Resource Conservation and Environmental Protection, 2014(11):77-85.
[16]鲍立新,李激,蒋岚岚,等.城镇污水处理厂剩余污泥处理与处置技术探讨[J].中国给水排水,2012(13):152-156.[16] Bao Lixin, Li Ji, Jiang Lanlan, et al. Discussion on Treatment and Disposal Technology of Surplus Sludge in Urban Sewage Treatment Plants [J]. China Water Supply and Drainage, 2012(13):152-156.
发明内容Contents of the invention
本发明提供以粉煤灰和剩余污泥为主要原料制备对中低浓度氨氮具有吸附作用的污泥陶粒的方法,减少两种废弃物对环境的污染,符合两型社会建设的要求。The invention provides a method for preparing sludge ceramsite which has adsorption effect on medium and low concentration ammonia nitrogen by using fly ash and excess sludge as main raw materials, reduces the environmental pollution caused by the two types of wastes, and meets the requirements of two-type society construction.
本发明的目的之一是提供一种用于中低浓度氨氮废水处理的污泥陶粒的制备方法,具体步骤如下:One of purpose of the present invention is to provide a kind of preparation method of the sludge ceramsite that is used for medium and low concentration ammonia nitrogen wastewater treatment, concrete steps are as follows:
1)原材料预处理:用质量百分比为3%~6%的NaOH溶液在20~30℃下浸泡粉煤灰3~4天后,用去离子水洗净,置于电热恒温干燥箱于100~110℃烘干;将取自城市污水厂脱水车间的剩余污泥于100~110℃烘干;将粘土在100~110℃下烘干;上述三种原材料干燥后经粉碎机粉碎,过100目筛备用;1) Pretreatment of raw materials: Soak the fly ash at 20-30°C for 3-4 days with NaOH solution with a mass percentage of 3%-6%, wash it with deionized water, and place it in an electric heating constant temperature drying box at 100-110°C ℃ drying; drying the remaining sludge taken from the dehydration workshop of the urban sewage plant at 100-110 ℃; drying the clay at 100-110 ℃; the above three raw materials are dried and pulverized by a pulverizer, and passed through a 100-mesh sieve spare;
2)原材料混合:取经过上述预处理的质量比为30%~60%的粉煤灰、30%~60%的剩余污泥、10%的粘土进行充分混合,得干料;2) Mixing of raw materials: take the fly ash, 30% to 60% of excess sludge, and 10% of clay that have undergone the above pretreatment in a mass ratio of 30% to 60%, and fully mix them to obtain a dry material;
3)造粒:向上述干料中加入适量去离子水后搅拌均匀,制成1~3mm的胚料,并放置于托盘中在110℃的烘箱中干燥到表面无水分;3) Granulation: add an appropriate amount of deionized water to the above dry material and stir evenly to make a 1-3mm billet, and place it on a tray and dry it in an oven at 110°C until the surface is free of moisture;
4)烧制:将烘干后的胚料放入马弗炉中加热至350℃~500℃,预热10~40分钟,再升温至800℃~1100℃烧制10~25分钟,于炉中冷却至180~200℃时取出,即得污泥陶粒。4) Firing: Put the dried billet into a muffle furnace and heat it to 350°C-500°C, preheat it for 10-40 minutes, then heat it up to 800°C-1100°C for 10-25 minutes, and put it in the furnace Take it out when it is cooled to 180-200°C to obtain sludge ceramsite.
作为优选,所述步骤2)中,取质量比为30%的粉煤灰、60%的剩余污泥、10%的粘土进行充分混合,得干料。As a preference, in the step 2), 30% fly ash, 60% excess sludge and 10% clay are taken in a mass ratio and fully mixed to obtain a dry material.
作为优选,所述步骤4)中,将烘干后的胚料放入马弗炉中加热至350℃,预热30分钟,再升温至800℃烧制10分钟,于炉中冷却至180~200℃时取出,即得污泥陶粒。As a preference, in the step 4), put the dried billet into a muffle furnace and heat it to 350°C, preheat it for 30 minutes, then raise the temperature to 800°C and burn it for 10 minutes, and cool it in the furnace to 180-200°C. Take it out at 200°C to get sludge ceramsite.
本发明的另一个目的是提供一种根据上述方法制备的污泥陶粒的再生方法:采用有机玻璃圆柱型淋洗装置,装置内装填吸附氨氮达到饱和的污泥陶粒,淋洗过程中不使用任何碱或盐作为洗脱液,洗脱液为自来水,水流以流速为0.531mL/s上进下出进行淋洗,每隔一定的时间间隔在下端出水口收集淋出液,用纳氏试剂比色法(HJ535-2009.中华人民共和国环境保护标准.水质氨氮的测定.纳氏试剂分光光度法[S].北京:中国环境科学出版社,2009.)测定水样中的氨氮含量。淋洗试验证明:吸附饱和后的氨氮能够迅速洗脱出来,从而恢复污泥陶粒的吸附性能。洗脱出的氨氮可以作为林地、景观绿化中速效氮使用。Another object of the present invention is to provide a kind of regeneration method of the sludge ceramsite prepared according to the above-mentioned method: adopt the plexiglass cylindrical rinsing device, fill the sludge ceramsite that absorbs ammonia nitrogen to reach saturation in the device, no Use any alkali or salt as the eluent, the eluent is tap water, the water flows in and out at a flow rate of 0.531mL/s for leaching, and the leachate is collected at the outlet at the lower end at regular intervals, and Nessler's reagent is used to Colorimetric method (HJ535-2009. Environmental Protection Standard of the People's Republic of China. Determination of Ammonia Nitrogen in Water Quality. Nessler's Reagent Spectrophotometry [S]. Beijing: China Environmental Science Press, 2009.) Determination of ammonia nitrogen content in water samples. The elution test proves that the ammonia nitrogen after adsorption saturation can be eluted quickly, thereby restoring the adsorption performance of sludge ceramsite. The eluted ammonia nitrogen can be used as available nitrogen in forest land and landscaping.
本发明方法制备污泥陶粒所用原材料均取自城市污水处理厂的剩余污泥和燃煤电厂的粉煤灰,二者均为废弃物,随意排放会污染环境和危害人体健康;经过原料预处理后增强了吸附氨氮的功能,最终制成能作为中低浓度氨氮吸附剂使用的污泥陶粒。该污泥陶粒吸附氨氮达到饱和后,仅用自来水即可实现快速再生,洗脱出的氨氮可以作为林地、景观绿化中速效氮使用。该发明不但解决了污水中氨氮的处理问题,而且也解决了剩余污泥及粉煤灰等废弃物的处理处置问题,可谓一举两得,同时达到了以废治废,实现废弃物资源化利用的目的。The raw materials used to prepare sludge ceramsite in the method of the present invention are all taken from the remaining sludge of urban sewage treatment plants and the fly ash of coal-fired power plants, both of which are wastes, and random discharge will pollute the environment and endanger human health; After treatment, the function of adsorbing ammonia nitrogen is enhanced, and finally sludge ceramsite can be used as a medium and low concentration ammonia nitrogen adsorbent. After the sludge ceramsite absorbs ammonia nitrogen to saturation, it can be regenerated quickly with only tap water, and the eluted ammonia nitrogen can be used as available nitrogen in forest land and landscape greening. This invention not only solves the problem of ammonia nitrogen treatment in sewage, but also solves the problem of waste treatment and disposal such as excess sludge and fly ash. .
本发明方法与现有技术相比,具有如下优点:Compared with the prior art, the inventive method has the following advantages:
(1)污泥陶粒采用固体废弃物作为原料,配方中粉煤灰质量百分数达到30%,剩余污泥质量百分数高达60%,为污泥处置提供了较为有效的出路,真正做到成本低廉、变废为宝。(1) Sludge ceramsite uses solid waste as raw material, the mass percentage of fly ash in the formula reaches 30%, and the mass percentage of residual sludge reaches 60%, which provides a more effective way for sludge disposal and truly achieves low cost ,Turning waste into treasure.
(2)本发明的污泥陶粒配方中,利用原材料各组分所含的化学成分,进行合理的搭配,预处理后的粉煤灰增强了氨氮吸附功能的同时提高了陶粒的强度,剩余污泥和粘土中含有大量的有机质和腐殖质,在焙烧的过程中,有机物挥发,因此,在低温烧结情况下形成大量的孔隙而增大了污泥陶粒的比表面积,有利于对氨氮的吸附。比表面积越大的陶粒,其上可提供吸附氨氮的点位越多,对氨氮的处理浓度相应提高;本发明制得的污泥陶粒比表面积为2.40m2/g,氨氮初始浓度(即吸附刚开始时溶液中氨氮的浓度)可达120mg/L,吸附容量(即吸附达饱和时单位质量污泥陶粒中吸附的氨氮的质量mg/g)可达1.0mg/g。(2) In the sludge ceramsite formula of the present invention, utilize the contained chemical composition of each component of raw material, carry out reasonable collocation, the fly ash after the pretreatment has strengthened the intensity of ceramsite while enhancing the ammonia nitrogen adsorption function, The remaining sludge and clay contain a large amount of organic matter and humus. During the roasting process, the organic matter volatilizes. Therefore, a large number of pores are formed in the case of low-temperature sintering, which increases the specific surface area of the sludge ceramsite, which is beneficial to the ammonia nitrogen. adsorption. The larger the ceramsite of the specific surface area, the more sites for adsorbing ammonia nitrogen can be provided on it, and the treatment concentration of ammonia nitrogen is correspondingly improved; the specific surface area of the sludge ceramsite prepared by the present invention is 2.40m 2 /g, and the initial concentration of ammonia nitrogen ( That is, the concentration of ammonia nitrogen in the solution at the beginning of adsorption) can reach 120mg/L, and the adsorption capacity (that is, the mass mg/g of ammonia nitrogen adsorbed in unit mass of sludge ceramsite when the adsorption reaches saturation) can reach 1.0mg/g.
(3)本发明制备的污泥陶粒符合《水处理用人工陶粒滤料》(CJ/T299-2008)的要求,用作水处理滤料也是可行的。(3) The sludge ceramsite prepared by the present invention meets the requirements of "Artificial ceramsite filter material for water treatment" (CJ/T299-2008), and it is also feasible to be used as a water treatment filter material.
(4)本发明制备的污泥陶粒强度高,比表面积大,表面粗糙,孔隙率大有利于吸附和挂膜;重金属浸出毒性符合《危险废物鉴别标准浸出毒性鉴别》(GB5085.3-2007),可用于水处理工程。(4) The sludge ceramsite prepared by the present invention has high strength, large specific surface area, rough surface, and large porosity is conducive to adsorption and film formation; heavy metal leaching toxicity meets "Leaking Toxicity Identification of Hazardous Waste Identification Standards" (GB5085.3-2007 ), which can be used in water treatment engineering.
(5)本发明制备的用于中低浓度氨氮废水处理的污泥陶粒的再生方式简单、成本低廉。洗脱液仅为自来水而非NaOH或NaCl等常规的碱或盐,淋洗试验证明:吸附饱和后的氨氮能够迅速洗脱出来,可以收集作为林地、景观绿化的速效氮使用。此方法即节省陶粒再生所需化学药剂费用,又能为氨氮的收集找到出路,是吸附饱和的污泥陶粒资源化利用的一个较好选择。(5) The regeneration mode of the sludge ceramsite prepared by the present invention for the treatment of medium and low concentration ammonia nitrogen wastewater is simple and low in cost. The eluent is only tap water instead of conventional alkali or salt such as NaOH or NaCl. The leaching test proves that the ammonia nitrogen after adsorption saturation can be quickly eluted, and can be collected as available nitrogen for forest land and landscaping. This method not only saves the cost of chemical agents required for the regeneration of ceramsite, but also finds a way out for the collection of ammonia nitrogen. It is a better choice for the resource utilization of saturated sludge ceramsite.
(6)本发明制备的用于中低浓度氨氮废水处理的污泥陶粒克服了生物脱氮法、沸石吸附法和化学沉淀法等在成本和脱氮效率上存在的缺点,其价格低廉、经济高效、环境友好,适合于中低浓度氨氮废水的处理。(6) The sludge ceramsite used for the treatment of medium and low concentration ammonia nitrogen wastewater prepared by the present invention overcomes the shortcomings of biological denitrification, zeolite adsorption and chemical precipitation, etc. in cost and denitrification efficiency, and its price is low, It is economical, efficient and environmentally friendly, and is suitable for the treatment of medium and low concentration ammonia nitrogen wastewater.
附图说明Description of drawings
图1:污泥陶粒扫描电镜图;Figure 1: Scanning electron microscope image of sludge ceramsite;
图2:污泥陶粒实物图;Figure 2: Physical map of sludge ceramsite;
图3:污泥陶粒用量对氨氮平衡浓度的影响;Figure 3: Effect of the amount of sludge ceramsite on the equilibrium concentration of ammonia nitrogen;
图4:氨氮初始浓度对污泥陶粒吸附容量的影响;Figure 4: Effect of the initial concentration of ammonia nitrogen on the adsorption capacity of sludge ceramsite;
图5:溶液pH值对污泥陶粒吸附容量的影响;Figure 5: The effect of solution pH on the adsorption capacity of sludge ceramsite;
图6:吸附时间对污泥陶粒吸附容量的影响;Figure 6: The effect of adsorption time on the adsorption capacity of sludge ceramsite;
图7:吸附温度对污泥陶粒吸附容量的影响;Figure 7: The effect of adsorption temperature on the adsorption capacity of sludge ceramsite;
图8:淋洗试验装置结构示意图;Figure 8: Schematic diagram of the structure of the washing test device;
图9:淋洗试验中氨氮随时间的变化。Figure 9: Changes of ammonia nitrogen over time in the leaching test.
具体实施方式detailed description
下面列举4个实施例,对本发明作进一步说明,但本发明并不仅限于这些实施例。List 4 examples below, the present invention is described further, but the present invention is not limited to these examples.
实施例1Example 1
1)原材料预处理:用质量百分比为5%的NaOH溶液在25℃下浸泡粉煤灰3天后,用去离子水洗净,置于电热恒温干燥箱于105℃烘干;将取自城市污水厂脱水车间的剩余污泥于105℃烘干;将粘土在105℃下烘干;上述三种原材料干燥后经粉碎机粉碎,过100目筛备用;1) Pretreatment of raw materials: Soak the fly ash at 25°C for 3 days with 5% NaOH solution by mass percentage, wash it with deionized water, and dry it at 105°C in an electric constant temperature drying oven; The remaining sludge in the dehydration workshop of the factory is dried at 105°C; the clay is dried at 105°C; the above three raw materials are dried and pulverized by a pulverizer, and passed through a 100-mesh sieve for later use;
2)原材料混合:取经过预处理的质量比为30%的粉煤灰、60%的剩余污泥、10%的粘土进行充分混合,得干料;2) Mixing of raw materials: take pretreated fly ash, 60% residual sludge, and 10% clay in a mass ratio of 30% and fully mix to obtain a dry material;
3)造粒:向上述干料中加入适量去离子水后搅拌均匀,制成1~3mm的胚料,并放置于托盘中在110℃的烘箱中干燥到表面无水分;3) Granulation: add an appropriate amount of deionized water to the above dry material and stir evenly to make a 1-3mm billet, and place it on a tray and dry it in an oven at 110°C until the surface is free of moisture;
4)烧制:将烘干后的胚料放入马弗炉中加热至350℃,预热30分钟,再升温至800℃烧制10分钟,于炉中冷却至180~200℃时取出,即得污泥陶粒。4) Firing: Put the dried billet into the muffle furnace and heat it to 350°C, preheat for 30 minutes, then heat up to 800°C and fire for 10 minutes, and take it out when it is cooled to 180-200°C in the furnace. That is, sludge ceramsite is obtained.
图1为本实施例制备的污泥陶粒扫描电镜图,图2为本实施例制备的污泥陶粒实物图。本实施例制备的污泥陶粒比表面积为2.40m2/g,破碎率磨损率之和为0.82%,表观密度为1020.4kg/cm3,堆积密度581.9kg/cm3。符合《水处理用人工陶粒滤料》(CJ/T299-2008)的要求。依据《固体废物浸出毒性浸出方法—水平振荡法》(GB50862.2-1997)制得了污泥陶粒浸出液,对几种重金属的浸出浓度进行了检测,结果如下:Cu0.002mg/L,Zn0.0013mg/L,Cd0.0014mg/L,Cr0.002mg/L,As0.117mg/L,Hg0.0002mg/L。污泥陶粒浸出液中各项重金属元素的浓度远远低于《危险废物鉴别标准—浸出毒性鉴别》(GB5085.3-2007)中的规定。因此,将上述污泥陶粒用作水处理是安全的。Fig. 1 is a scanning electron microscope image of the sludge ceramsite prepared in this example, and Fig. 2 is a physical picture of the sludge ceramsite prepared in this example. The specific surface area of the sludge ceramsite prepared in this example is 2.40m 2 /g, the sum of the breakage rate and wear rate is 0.82%, the apparent density is 1020.4kg/cm 3 , and the bulk density is 581.9kg/cm 3 . It meets the requirements of "Artificial Ceramsite Filter Media for Water Treatment" (CJ/T299-2008). According to "Solid Waste Leaching Toxicity Leaching Method—Horizontal Oscillating Method" (GB50862.2-1997), the sludge ceramsite leaching solution was prepared, and the leaching concentration of several heavy metals was detected. The results are as follows: Cu0.002mg/L, Zn0. 0013mg/L, Cd0.0014mg/L, Cr0.002mg/L, As0.117mg/L, Hg0.0002mg/L. The concentrations of various heavy metal elements in the sludge ceramsite leachate are far lower than the regulations in the "Identification Standards for Hazardous Wastes - Identification of Leaching Toxicity" (GB5085.3-2007). Therefore, it is safe to use the above sludge ceramsite for water treatment.
本实施例对污泥陶粒进行了氨氮吸附性能测定,用以考察污泥陶粒用量对氨氮平衡浓度的影响,以及氨氮初始浓度、溶液pH值、吸附时间、吸附温度对污泥陶粒吸附容量的影响。In this example, the ammonia nitrogen adsorption performance of sludge ceramsite was measured to investigate the effect of the amount of sludge ceramsite on the equilibrium concentration of ammonia nitrogen, and the effect of the initial concentration of ammonia nitrogen, solution pH, adsorption time, and adsorption temperature on the adsorption of sludge ceramsite. capacity impact.
本实施例的吸附性能测定的试验方法如下:The test method of the adsorption performance measurement of the present embodiment is as follows:
在一系列锥形瓶中分别加入氨氮溶液和污泥陶粒,置于恒温摇床中进行振荡。振荡结束后,静置沉淀取上清液测定氨氮平衡浓度(指吸附达到平衡时溶液中氨氮的浓度),以氨氮吸附容量来评价污泥陶粒对氨氮的吸附性能。氨氮测试采用纳氏试剂比色法。Ammonia nitrogen solution and sludge ceramsite were respectively added into a series of Erlenmeyer flasks, and placed in a constant temperature shaker for oscillation. After the shaking is over, let the sedimentation stand to take the supernatant to measure the equilibrium concentration of ammonia nitrogen (referring to the concentration of ammonia nitrogen in the solution when the adsorption reaches equilibrium), and use the ammonia nitrogen adsorption capacity to evaluate the adsorption performance of the sludge ceramsite on ammonia nitrogen. Ammonia nitrogen was tested using Nessler's reagent colorimetric method.
根据上述试验测得数据绘制出图3-7,本发明污泥陶粒吸附氨氮的最佳条件为:污泥陶粒用量为10g、氨氮初始浓度为120mg/L、pH值为9、吸附时间为18h、吸附温度为30℃。本发明污泥陶粒对溶液中氨氮的吸附符合Langmuir单分子层吸附模型,吸附等温式为:Figure 3-7 is drawn out according to the data measured by the above-mentioned test, and the optimum conditions for sludge ceramsite adsorption of ammonia nitrogen in the present invention are: the amount of sludge ceramsite is 10g, the initial concentration of ammonia nitrogen is 120mg/L, the pH value is 9, and the adsorption time for 18h, and the adsorption temperature was 30°C. The adsorption of sludge ceramsite in the present invention to ammonia nitrogen in the solution meets the Langmuir monomolecular layer adsorption model, and the adsorption isotherm formula is:
对氨氮的吸附动力学模型符合Elovich吸附动力学模型,公式为:qt=-25.991×lnt+81.047。The adsorption kinetic model for ammonia nitrogen conforms to the Elovich adsorption kinetic model, and the formula is: q t =-25.991×lnt+81.047.
实施例2Example 2
1)原材料预处理:用质量百分比为5%的NaOH溶液在25℃下浸泡粉煤灰3天后,用去离子水洗净,置于电热恒温干燥箱于105℃烘干;将取自城市污水厂脱水车间的剩余污泥于105℃烘干;将粘土在105℃下烘干;上述三种原材料干燥后经粉碎机粉碎,过100目筛备用;1) Pretreatment of raw materials: Soak the fly ash at 25°C for 3 days with 5% NaOH solution by mass percentage, wash it with deionized water, and dry it at 105°C in an electric constant temperature drying oven; The remaining sludge in the dehydration workshop of the factory is dried at 105°C; the clay is dried at 105°C; the above three raw materials are dried and pulverized by a pulverizer, and passed through a 100-mesh sieve for later use;
2)原材料混合:取经过预处理的质量比为50%的粉煤灰、40%的剩余污泥、10%的粘土进行充分混合,得干料;2) Mixing of raw materials: taking pretreated fly ash, 40% of excess sludge and 10% of clay in a mass ratio of 50% and fully mixing to obtain a dry material;
3)造粒:向上述干料中加入适量去离子水后搅拌均匀,制成1~3mm的胚料,并放置在托盘中在110℃的烘箱中干燥到表面无水分;3) Granulation: add an appropriate amount of deionized water to the above dry material and stir evenly to make a 1-3mm billet, and place it on a tray and dry it in an oven at 110°C until there is no moisture on the surface;
4)烧制:将烘干后的胚料放入马弗炉中加热至450℃,预热40分钟,再升温至800℃烧制15分钟,于炉中冷却至180~200℃时取出,即得污泥陶粒。4) Firing: Put the dried billet into a muffle furnace and heat it to 450°C, preheat for 40 minutes, then heat up to 800°C and fire for 15 minutes, and take it out when it is cooled to 180-200°C in the furnace. That is, sludge ceramsite is obtained.
本实施例制备的污泥陶粒比表面积为1.90m2/g,破碎率磨损率之和为3%,表观密度为961kg/cm3。堆积密度631.9kg/cm3。符合《水处理用人工陶粒滤料》(CJ/T299-2008)的要求。依据《固体废物浸出毒性浸出方法—水平振荡法》(GB50862.2-1997)制得了污泥陶粒浸出液,对几种重金属的浸出浓度进行了检测,结果如下:Cu0.0018mg/L,Zn0.0013mg/L,Cd0.0010mg/L,Cr0.002mg/L,As0.116mg/L,Hg0.0002mg/L。污泥陶粒浸出液中各项重金属元素的浓度远远低于《危险废物鉴别标准—浸出毒性鉴别》(GB5085.3-2007)中的规定。因此,将本实施例污泥陶粒用作水处理是安全的。The sludge ceramsite prepared in this example has a specific surface area of 1.90 m 2 /g, a sum of breakage and wear rates of 3%, and an apparent density of 961 kg/cm 3 . The bulk density is 631.9kg/cm 3 . It meets the requirements of "Artificial Ceramsite Filter Media for Water Treatment" (CJ/T299-2008). According to the "Solid Waste Leaching Toxicity Leaching Method - Horizontal Oscillation Method" (GB50862.2-1997), the sludge ceramsite leaching solution was prepared, and the leaching concentration of several heavy metals was detected. The results are as follows: Cu0.0018mg/L, Zn0. 0013mg/L, Cd0.0010mg/L, Cr0.002mg/L, As0.116mg/L, Hg0.0002mg/L. The concentrations of various heavy metal elements in the sludge ceramsite leachate are far lower than the regulations in the "Identification Standards for Hazardous Wastes - Identification of Leaching Toxicity" (GB5085.3-2007). Therefore, it is safe to use the sludge ceramsite in this embodiment as water treatment.
实施例3Example 3
1)原材料预处理:用质量百分比为5%的NaOH溶液在25℃下浸泡粉煤灰3天后,用去离子水洗净,置于电热恒温干燥箱于105℃烘干;将取自城市污水厂脱水车间的剩余污泥于105℃烘干;将粘土在105℃下烘干;上述三种原材料干燥后经粉碎机粉碎,过100目筛备用;1) Pretreatment of raw materials: Soak the fly ash at 25°C for 3 days with 5% NaOH solution by mass percentage, wash it with deionized water, and dry it at 105°C in an electric constant temperature drying oven; The remaining sludge in the dehydration workshop of the factory is dried at 105°C; the clay is dried at 105°C; the above three raw materials are dried and pulverized by a pulverizer, and passed through a 100-mesh sieve for later use;
2)原材料混合:取经过预处理的质量比为60%的粉煤灰、30%的剩余污泥、10%的粘土进行充分混合,得干料;2) Mixing of raw materials: take pretreated fly ash, 30% residual sludge, and 10% clay in a mass ratio of 60% and fully mix to obtain a dry material;
3)造粒:向上述干料中加入适量去离子水后搅拌均匀,制成1~3mm的胚料,并放置在托盘中在110℃的烘箱中干燥到表面无水分;3) Granulation: add an appropriate amount of deionized water to the above dry material and stir evenly to make a 1-3mm billet, and place it on a tray and dry it in an oven at 110°C until there is no moisture on the surface;
4)烧制:将烘干后的胚料放入马弗炉中加热至500℃,预热10分钟,再升温至1100℃烧制25分钟,于炉中冷却至180~200℃时取出,即得污泥陶粒。4) Firing: Put the dried billet into a muffle furnace and heat it to 500°C, preheat it for 10 minutes, then raise the temperature to 1100°C and fire it for 25 minutes, and take it out when it is cooled to 180-200°C in the furnace. That is, sludge ceramsite is obtained.
本实施例制备的污泥陶粒比表面积为1.69m2/g,破碎率磨损率之和为0.28%,表观密度为1428kg/cm3,符合《水处理用人工陶粒滤料》(CJ/T299-2008)的要求。依据《固体废物浸出毒性浸出方法—水平振荡法》(GB50862.2-1997)制得了污泥陶粒浸出液,对几种重金属的浸出浓度进行了检测,结果如下:Cu0.001mg/L,Zn0.0010mg/L,Cd0.0013mg/L,Cr0.002mg/L,As0.115mg/L,Hg0.0002mg/L。污泥陶粒浸出液中各项重金属元素的浓度远远低于《危险废物鉴别标准—浸出毒性鉴别》(GB5085.3-2007)中的规定。因此,将本实施例中污泥陶粒用作水处理是安全的。The specific surface area of the sludge ceramsite prepared in this example is 1.69m 2 /g, the sum of the breakage rate and wear rate is 0.28%, and the apparent density is 1428kg/cm 3 , which conforms to "Artificial ceramsite filter material for water treatment" (CJ /T299-2008) requirements. According to the "Solid Waste Leaching Toxicity Leaching Method-Horizontal Oscillating Method" (GB50862.2-1997), the sludge ceramsite leaching solution was prepared, and the leaching concentration of several heavy metals was detected. The results are as follows: Cu0.001mg/L, Zn0. 0010mg/L, Cd0.0013mg/L, Cr0.002mg/L, As0.115mg/L, Hg0.0002mg/L. The concentrations of various heavy metal elements in the sludge ceramsite leachate are far lower than the regulations in the "Identification Standards for Hazardous Wastes - Identification of Leaching Toxicity" (GB5085.3-2007). Therefore, it is safe to use sludge ceramsite in this example for water treatment.
需要说明的是,上述实施例1至3中所述的步骤1)仅作为一种优选的原材料预处理方法。在本发明的污泥陶粒的制备过程中,对于原材料的预处理,粉煤灰的浸泡液可以选用质量百分比为3%~6%的NaOH溶液,粉煤灰的浸泡温度可以设定为20~30℃,粉煤灰的浸泡时间可以设定为3~4天,粉煤灰及其他原材料的烘干温度可以设定为100~110℃。It should be noted that the step 1) described in the above embodiments 1 to 3 is only used as a preferred raw material pretreatment method. In the preparation process of the sludge ceramsite of the present invention, for the pretreatment of raw materials, the soaking solution of fly ash can be selected as 3%~6% NaOH solution by mass percentage, and the soaking temperature of fly ash can be set as 20 ~30°C, the immersion time of fly ash can be set at 3~4 days, and the drying temperature of fly ash and other raw materials can be set at 100~110°C.
实施例4Example 4
为了研究吸附氨氮达到饱和的污泥陶粒的再生问题,采用自行设计的下向流圆柱型有机玻璃装置对吸附氨氮达到饱和的污泥陶粒进行淋洗试验,通过检测出水中的氨氮含量变化,来考察氨氮随着淋洗时间变化的释放规律。In order to study the regeneration of the sludge ceramsite with saturated adsorption of ammonia nitrogen, a self-designed downward flow cylindrical plexiglass device was used to conduct a leaching test on the sludge ceramsite with saturated adsorption of ammonia nitrogen, and the change of ammonia nitrogen content in the water was detected. , to investigate the release law of ammonia nitrogen with the change of leaching time.
1.试验装置及方法1. Test device and method
采用如图8所示的淋洗试验装置,装置为圆柱形,直径8cm,高50cm,其中最下层5cm为碎石承托层,起承托污泥陶粒并防止陶粒流失的作用;承托层上装填吸附氨氮达到饱和的污泥陶粒,高度为40cm,污泥陶粒上面是5cm碎石层,目的是使入流均匀分布,防止在陶粒内部形成短流。装置下部距地面5cm处开设出水口。水流从距上部碎石层2cm处流入,从上自下,保持流速为0.531mL/s对吸附达到饱和的污泥陶粒进行淋洗,每隔一定的时间间隔在下端出水口收集淋出液,用纳氏试剂比色法(HJ535-2009.中华人民共和国环境保护标准.水质氨氮的测定.纳氏试剂分光光度法[S].北京:中国环境科学出版社,2009.)测定水样中的氨氮含量。需要说明的是,不同尺寸的淋洗装置具有不同的最佳冲洗速度,本试验设计的淋洗装置的最佳冲洗速度为0.531mL/s。The leaching test device as shown in Figure 8 is adopted, which is cylindrical, with a diameter of 8 cm and a height of 50 cm, of which the bottom 5 cm is a crushed stone support layer, which plays the role of supporting sludge ceramsite and preventing ceramsite loss; The support layer is filled with sludge ceramsite which absorbs ammonia nitrogen to reach saturation, the height is 40cm, and above the sludge ceramsite is a 5cm gravel layer, the purpose is to make the inflow evenly distributed and prevent short flow inside the ceramsite. A water outlet is set at the lower part of the device 5cm from the ground. The water flows in from 2cm away from the upper crushed stone layer, from top to bottom, and maintains a flow rate of 0.531mL/s to rinse the sludge ceramsite that has reached saturation, and collects the leachate at the lower outlet at regular intervals , with Nessler's reagent colorimetric method (HJ535-2009. Environmental Protection Standard of the People's Republic of China. Determination of Ammonia Nitrogen in Water Quality. Nessler's Reagent Spectrophotometry [S]. Beijing: China Environmental Science Press, 2009.) Determination of in water samples ammonia nitrogen content. It should be noted that different sizes of rinsing devices have different optimal rinsing speeds, and the optimal rinsing speed of the rinsing device designed in this experiment is 0.531mL/s.
2、试验结果和分析2. Test results and analysis
淋洗过程中淋出液氨氮变化如图9所示。The change of ammonia nitrogen in the leached liquid during the leaching process is shown in Figure 9.
氨氮的释放规律:在淋洗的前7个小时内释放速度很快,到第7小时,出水氨氮已从刚开始淋洗时的23.785mg/L下降至1.215mg/L。第7小时后溶出很缓慢,基本维持在0.2~1.2mg/L之间。这是因为刚开始淋洗时,吸附氨氮达到饱和的污泥陶粒表面富含大量氨氮,氨氮迅速释放出来,随着淋洗的进行,污泥陶粒内部所吸附的氨氮逐渐被析出。淋洗至41小时,出水氨氮为0.21mg/L,一直到48小时,数值几乎不再变化,此时污泥陶粒内部及表面所吸附的氨氮已经完全释放出来,淋洗结束。淋洗试验的淋洗液没有用到任何如NaOH或NaCl等常规的碱或盐,只是用自来水进行淋洗,目的是让吸附饱和的污泥陶粒中的氨氮能够迅速洗脱出来,作为林业绿化用地的速效氮肥使用,此方法即节省陶粒再生所需化学药剂费用,又能为氨氮的收集找到出路,是吸附饱和的污泥陶粒资源化利用的一个较好选择。The release law of ammonia nitrogen: the release rate is very fast in the first 7 hours of leaching. By the 7th hour, the ammonia nitrogen in the effluent has dropped from 23.785mg/L at the beginning of leaching to 1.215mg/L. After the 7th hour, the dissolution was very slow, basically maintained between 0.2 and 1.2 mg/L. This is because at the beginning of leaching, the surface of the sludge ceramsite with saturated ammonia nitrogen adsorption is rich in a large amount of ammonia nitrogen, and the ammonia nitrogen is released rapidly. As the leaching progresses, the ammonia nitrogen adsorbed inside the sludge ceramsite is gradually precipitated. After leaching for 41 hours, the ammonia nitrogen in the effluent was 0.21 mg/L, and until 48 hours, the value hardly changed. At this time, the ammonia nitrogen adsorbed on the inside and surface of the sludge ceramsite had been completely released, and the leaching was over. The eluent of the leaching test did not use any conventional alkali or salt such as NaOH or NaCl, but only leached with tap water. The purpose was to quickly elute the ammonia nitrogen in the saturated sludge ceramsite, as a forestry product. The use of quick-acting nitrogen fertilizers for greening land not only saves the cost of chemicals needed for ceramsite regeneration, but also finds a way out for the collection of ammonia nitrogen. It is a better choice for resource utilization of saturated sludge ceramsite.
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Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101148346A (en) * | 2007-09-04 | 2008-03-26 | 山东大学 | A method for preparing ceramsite from urban sewage plant sludge |
CN102357355A (en) * | 2011-09-16 | 2012-02-22 | 华侨大学 | Preparation method of modified fly ash for treating ammonia nitrogen waste water |
CN104194005A (en) * | 2014-07-31 | 2014-12-10 | 中国科学院重庆绿色智能技术研究院 | Method and device for leaching powder |
-
2016
- 2016-03-08 CN CN201610128339.9A patent/CN105819891A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101148346A (en) * | 2007-09-04 | 2008-03-26 | 山东大学 | A method for preparing ceramsite from urban sewage plant sludge |
CN102357355A (en) * | 2011-09-16 | 2012-02-22 | 华侨大学 | Preparation method of modified fly ash for treating ammonia nitrogen waste water |
CN104194005A (en) * | 2014-07-31 | 2014-12-10 | 中国科学院重庆绿色智能技术研究院 | Method and device for leaching powder |
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CN108311095A (en) * | 2018-03-16 | 2018-07-24 | 锡林郭勒职业学院 | A kind of preparation method and applications of flyash defluorinating agent |
CN111498947A (en) * | 2020-04-22 | 2020-08-07 | 罗来飞 | Treating agent for halogen-containing compound sewage and preparation method thereof |
CN112093844A (en) * | 2020-08-31 | 2020-12-18 | 宜兴国际环保城科技发展有限公司 | Nitrogen-removing water purifying agent and preparation method thereof |
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