CN101701025A - A method for extracting humic acid from concentrated landfill leachate and treating wastewater - Google Patents
A method for extracting humic acid from concentrated landfill leachate and treating wastewater Download PDFInfo
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- 238000000034 method Methods 0.000 title claims abstract description 25
- 239000002351 wastewater Substances 0.000 title claims abstract description 14
- QJZYHAIUNVAGQP-UHFFFAOYSA-N 3-nitrobicyclo[2.2.1]hept-5-ene-2,3-dicarboxylic acid Chemical compound C1C2C=CC1C(C(=O)O)C2(C(O)=O)[N+]([O-])=O QJZYHAIUNVAGQP-UHFFFAOYSA-N 0.000 title claims description 21
- 239000004021 humic acid Substances 0.000 title claims description 21
- 239000000149 chemical water pollutant Substances 0.000 title description 21
- 238000003756 stirring Methods 0.000 claims abstract description 35
- 239000006228 supernatant Substances 0.000 claims abstract description 30
- 239000000701 coagulant Substances 0.000 claims abstract description 14
- 239000002699 waste material Substances 0.000 claims abstract description 14
- 239000007788 liquid Substances 0.000 claims abstract description 12
- 238000007254 oxidation reaction Methods 0.000 claims abstract description 11
- 229920002401 polyacrylamide Polymers 0.000 claims abstract description 8
- 229910021578 Iron(III) chloride Inorganic materials 0.000 claims abstract 2
- RBTARNINKXHZNM-UHFFFAOYSA-K iron trichloride Chemical compound Cl[Fe](Cl)Cl RBTARNINKXHZNM-UHFFFAOYSA-K 0.000 claims abstract 2
- RUTXIHLAWFEWGM-UHFFFAOYSA-H iron(3+) sulfate Chemical compound [Fe+3].[Fe+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O RUTXIHLAWFEWGM-UHFFFAOYSA-H 0.000 claims abstract 2
- 229910000360 iron(III) sulfate Inorganic materials 0.000 claims abstract 2
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical group OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 claims description 14
- VEXZGXHMUGYJMC-UHFFFAOYSA-N Hydrochloric acid Chemical compound Cl VEXZGXHMUGYJMC-UHFFFAOYSA-N 0.000 claims description 12
- QAOWNCQODCNURD-UHFFFAOYSA-N Sulfuric acid Chemical compound OS(O)(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-N 0.000 claims description 12
- 238000005345 coagulation Methods 0.000 claims description 10
- 230000015271 coagulation Effects 0.000 claims description 10
- 230000003647 oxidation Effects 0.000 claims description 10
- 238000000926 separation method Methods 0.000 claims description 8
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 claims description 7
- 238000005516 engineering process Methods 0.000 claims description 7
- 235000003891 ferrous sulphate Nutrition 0.000 claims description 7
- 239000011790 ferrous sulphate Substances 0.000 claims description 7
- BAUYGSIQEAFULO-UHFFFAOYSA-L iron(2+) sulfate (anhydrous) Chemical group [Fe+2].[O-]S([O-])(=O)=O BAUYGSIQEAFULO-UHFFFAOYSA-L 0.000 claims description 7
- 229910000359 iron(II) sulfate Inorganic materials 0.000 claims description 7
- 238000001556 precipitation Methods 0.000 claims description 4
- 238000004062 sedimentation Methods 0.000 claims description 3
- 239000012752 auxiliary agent Substances 0.000 claims 3
- 230000001376 precipitating effect Effects 0.000 claims 2
- 238000005119 centrifugation Methods 0.000 claims 1
- 238000010525 oxidative degradation reaction Methods 0.000 claims 1
- 230000001105 regulatory effect Effects 0.000 claims 1
- 239000007787 solid Substances 0.000 abstract description 8
- 239000003895 organic fertilizer Substances 0.000 abstract description 2
- 239000013049 sediment Substances 0.000 abstract description 2
- 239000002253 acid Substances 0.000 abstract 3
- 239000003864 humus Substances 0.000 abstract 3
- DIZPMCHEQGEION-UHFFFAOYSA-H aluminium sulfate (anhydrous) Chemical compound [Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O DIZPMCHEQGEION-UHFFFAOYSA-H 0.000 abstract 1
- 238000007599 discharging Methods 0.000 abstract 1
- 238000001223 reverse osmosis Methods 0.000 description 14
- 239000007800 oxidant agent Substances 0.000 description 12
- 239000012141 concentrate Substances 0.000 description 11
- KMUONIBRACKNSN-UHFFFAOYSA-N potassium dichromate Chemical compound [K+].[K+].[O-][Cr](=O)(=O)O[Cr]([O-])(=O)=O KMUONIBRACKNSN-UHFFFAOYSA-N 0.000 description 10
- 230000008901 benefit Effects 0.000 description 9
- 239000012528 membrane Substances 0.000 description 9
- 208000028659 discharge Diseases 0.000 description 6
- 230000000694 effects Effects 0.000 description 6
- 230000001590 oxidative effect Effects 0.000 description 6
- 239000000126 substance Substances 0.000 description 6
- 229910052739 hydrogen Inorganic materials 0.000 description 5
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 2
- GRYLNZFGIOXLOG-UHFFFAOYSA-N Nitric acid Chemical compound O[N+]([O-])=O GRYLNZFGIOXLOG-UHFFFAOYSA-N 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 239000003054 catalyst Substances 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 229910017604 nitric acid Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000002244 precipitate Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010170 biological method Methods 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 230000003197 catalytic effect Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 235000014113 dietary fatty acids Nutrition 0.000 description 1
- 238000004821 distillation Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000194 fatty acid Substances 0.000 description 1
- 229930195729 fatty acid Natural products 0.000 description 1
- 150000004665 fatty acids Chemical class 0.000 description 1
- 239000003337 fertilizer Substances 0.000 description 1
- 235000013305 food Nutrition 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 230000002401 inhibitory effect Effects 0.000 description 1
- 231100001240 inorganic pollutant Toxicity 0.000 description 1
- 229910021645 metal ion Inorganic materials 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000007935 neutral effect Effects 0.000 description 1
- 239000010815 organic waste Substances 0.000 description 1
- 231100000614 poison Toxicity 0.000 description 1
- 150000003071 polychlorinated biphenyls Chemical class 0.000 description 1
- 125000005575 polycyclic aromatic hydrocarbon group Chemical group 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 150000003839 salts Chemical class 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
- 239000004094 surface-active agent Substances 0.000 description 1
- 231100000331 toxic Toxicity 0.000 description 1
- 230000002588 toxic effect Effects 0.000 description 1
- 239000003440 toxic substance Substances 0.000 description 1
Classifications
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- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/20—Fertilizers of biological origin, e.g. guano or fertilizers made from animal corpses
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- Separation Using Semi-Permeable Membranes (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
Description
技术领域technical field
本发明涉及一种环保的从反渗透膜处理后的浓缩垃圾渗滤液中腐殖酸回收利用的综合治理方法。The invention relates to an environment-friendly comprehensive treatment method for recycling humic acid from concentrated landfill leachate treated by a reverse osmosis membrane.
背景技术Background technique
目前我国城市垃圾大多采用填埋的方法进行处理,采用填埋法处理城市垃圾会产生大量的垃圾渗滤液。垃圾渗滤液是一种含有高质量浓度悬浮物和高质量浓度有机或无机成分的液体,其中含有相当多的有毒物质,且质量浓度很高,不经处理完全排入江河湖泊,其中的有机污染物、无机污染物会使水生生物和农作物受到污染,并通过食物链和生态环境对人体健康产生危害。At present, most of the urban waste in my country is disposed of by landfill, which will produce a large amount of landfill leachate. Landfill leachate is a liquid containing high-quality suspended solids and high-quality organic or inorganic components, which contains a considerable amount of toxic substances with high mass concentrations, and is completely discharged into rivers and lakes without treatment. The organic pollution in it Chemicals and inorganic pollutants will pollute aquatic organisms and crops, and cause harm to human health through the food chain and the ecological environment.
垃圾渗滤液水质组成及其浓度随填埋年限的延长而变化,一般后期填埋场的渗滤液pH值接近中性,碱度高;五日生化需氧量(BOD5)、化学需氧量(CODCr)、挥发性脂肪酸(VFA)浓度和BOD5/CODCr较低,可生化性差;金属离子浓度下降,但腐殖酸含量及氨氮浓度较高。虽然各国开展这方面研究已有相当长的时间,但迄今尚无切实有效的处理方法,特别是对后期填埋场的渗滤液(填埋场使用10年以上)的处理,一直是一个世界性的难题。The water quality composition and concentration of landfill leachate change with the extension of the landfill period. Generally, the pH value of the landfill leachate in the later stage is close to neutral, and the alkalinity is high; the five-day biochemical oxygen demand (BOD 5 ), chemical oxygen demand (COD Cr ), volatile fatty acid (VFA) concentration and BOD 5 /COD Cr were low, and the biodegradability was poor; the metal ion concentration decreased, but the humic acid content and ammonia nitrogen concentration were high. Although countries have carried out research in this area for quite a long time, there is no practical and effective treatment method so far, especially for the treatment of leachate from landfills (landfills used for more than 10 years), which has always been a worldwide problem. problem.
由于高浓度的NH3-N对微生物具有抑制作用,且渗滤液中含有多种有毒有害的难降解物质(如多环芳烃、多氯联苯等)和抗生物降解的物质(如腐殖酸、表面活性剂等),使生物法的应用受到了明显地制约而无法使垃圾渗滤液达标排放。因此采用物化方法,特别是反渗透技术处理垃圾渗滤液正逐渐成为一种趋势。相对于其他处理工艺,反渗透膜分离过程可在常温下进行,且无相变,低能耗,可有效地去除无机盐和有机小分子杂质,具有较高的水回用率,能够确保良好的处理效果,目前国内已有大型垃圾填埋场采用反渗透工艺处理渗滤液。但是,反渗透仅仅是一个分离过程,反渗透膜技术处理垃圾渗滤液必然产生浓缩液,反渗透从渗沥液中分离出清水的同时,还有一股约占进液量30%的浓缩液需进一步处理。渗滤液的反渗透浓缩液是一种高浓度的有机废液,其COD和电导率值往往是原生渗滤液的3~4倍,甚至5倍,因此有大量含有高浓度腐殖酸的浓缩液需要妥善处置。浓缩液的处理主要有焚烧、固化、蒸馏干燥和回灌等方法,但是此类处理存在动力消耗大、能量浪费等严重问题。Due to the high concentration of NH 3 -N has an inhibitory effect on microorganisms, and the leachate contains a variety of toxic and harmful refractory substances (such as polycyclic aromatic hydrocarbons, polychlorinated biphenyls, etc.) and anti-biodegradable substances (such as humic acid , surfactants, etc.), the application of biological methods has been significantly restricted and the landfill leachate cannot be discharged up to the standard. Therefore, the use of physical and chemical methods, especially reverse osmosis technology, to treat landfill leachate is gradually becoming a trend. Compared with other treatment processes, the reverse osmosis membrane separation process can be carried out at room temperature, has no phase change, low energy consumption, can effectively remove inorganic salts and organic small molecule impurities, has a high water reuse rate, and can ensure good Treatment effect. At present, there are large-scale landfills in China that use reverse osmosis technology to treat leachate. However, reverse osmosis is only a separation process, and reverse osmosis membrane technology will inevitably produce concentrated liquid when treating landfill leachate. further processing. The reverse osmosis concentrate of leachate is a high-concentration organic waste liquid, and its COD and conductivity values are often 3 to 4 times, or even 5 times that of the original leachate, so there are a large number of concentrates containing high concentrations of humic acid Needs to be disposed of properly. The treatment of the concentrated solution mainly includes incineration, solidification, distillation and drying, and refilling, but such treatment has serious problems such as large power consumption and energy waste.
发明内容Contents of the invention
本发明的目的是提供一种从反渗透处理后产生的浓缩垃圾渗滤液中提取腐殖酸(humicsubstances,HS)并对其进行深度处理的综合利用方法,实现污染治理和变废为宝的目标,使COD和TOC总去除率分别达到96.4%和97.8%。The purpose of the present invention is to provide a comprehensive utilization method for extracting humic acid (humic substances, HS) from the concentrated landfill leachate produced after reverse osmosis treatment and performing advanced treatment on it, so as to achieve the goals of pollution control and turning waste into treasure , so that the total removal rate of COD and TOC reaches 96.4% and 97.8%, respectively.
本发明的目的可以通过以下措施实现:The object of the present invention can be achieved by the following measures:
一种从浓缩垃圾渗滤液提取腐殖酸并治理废水方法,包括如下步骤:A method for extracting humic acid from concentrated landfill leachate and treating waste water, comprising the steps of:
(1)在浓缩垃圾渗滤液加入混凝剂,搅拌均匀,加入混凝助剂,缓慢搅拌1min,沉降40~60min;混凝剂和混凝助剂的加入量分别为垃圾渗滤液的质量的0.15%~0.35%和0.005%~0.01%;所述混凝剂为聚合硫酸铝、聚合硫酸铁或聚合氯化铁;所述混凝助剂为聚丙烯酰胺;(1) Add coagulant to the concentrated landfill leachate, stir evenly, add coagulation aid, stir slowly for 1min, settle for 40-60min; 0.15% to 0.35% and 0.005% to 0.01%; the coagulant is polyaluminum sulfate, polyferric sulfate or polyferric chloride; the coagulation aid is polyacrylamide;
(2)沉淀、分离,得上清液;(2) Precipitation and separation to obtain a supernatant;
(3)上清液调节pH值至1.0~3.0;(3) Adjust the pH value of the supernatant to 1.0-3.0;
(4)沉降4.0~8.0h,沉淀、分离;浓缩沉淀物即得高浓度液态腐殖酸;(4) Sediment for 4.0-8.0 hours, precipitate and separate; concentrate the precipitate to obtain high-concentration liquid humic acid;
(5)沉淀、分离得到的上清液使用高级氧化技术处理后达标排放;所述高级氧化技术是在以日光为光源的催化反应器中,加入氧化剂和催化剂,上清液氧化降解时间为20-30h;所述氧化剂为双氧水,所述催化剂为硫酸亚铁。(5) The supernatant obtained by precipitation and separation is discharged up to standard after being treated with advanced oxidation technology; the advanced oxidation technology is to add an oxidant and a catalyst in a catalytic reactor with sunlight as a light source, and the oxidation degradation time of the supernatant is 20 -30h; the oxidizing agent is hydrogen peroxide, and the catalyst is ferrous sulfate.
为进一步实现本发明目的,步骤(2)和步骤(4)的分离方式是离心分离。To further realize the object of the present invention, the separation mode of step (2) and step (4) is centrifugal separation.
步骤(3)pH的调节是用硫酸或盐酸调节。The adjustment of step (3) pH is to adjust with sulfuric acid or hydrochloric acid.
本发明具有如有优点和有益效果:The present invention has such advantages and beneficial effects as follows:
1、由于对垃圾渗滤液实现了综合治理,其COD和TOC总去除率分别达到96.4%和97.8%以上,达到了治理废水的目的,同时不产生二次污染。1. Due to the comprehensive treatment of landfill leachate, the total removal rates of COD and TOC have reached 96.4% and 97.8% respectively, achieving the purpose of treating waste water without causing secondary pollution.
2、本发明工艺简单、设备少、投资小,适合垃圾浓缩液场内处理。2. The invention has the advantages of simple process, less equipment, and small investment, and is suitable for in-field treatment of garbage concentrates.
3、从反渗透处理后产生的浓缩垃圾渗滤液中提取腐殖酸的方法,具有一定的经济效益、社会效益和环保效益。腐殖酸可应用于液态有机肥料以实现资源化。3. The method for extracting humic acid from the concentrated landfill leachate produced after reverse osmosis treatment has certain economic, social and environmental benefits. Humic acid can be applied to liquid organic fertilizers to realize resource utilization.
;该方法处理废水,COD和TOC总去除率分别达到96%和97%以上,分离出的腐殖酸半固形物,可作有机肥料,从而实现了对浓缩垃圾渗滤液的综合利用,达到了治理污染和变害为宝的治理目标。并且工艺简便,设备少,投资小,治理三废的同时,综合利用资源,无二次三废排放。本发明方法克服了渗滤液膜处理浓缩液提取腐殖酸技术存在的能耗大的问题,具有良好的社会和经济效益。The method treats waste water, and the total removal rate of COD and TOC reaches more than 96% and 97% respectively, and the separated humic acid semi-solid can be used as organic fertilizer, thereby realizing the comprehensive utilization of concentrated landfill leachate, reaching Governance goals of pollution control and turning harm into wealth. Moreover, the process is simple, the equipment is less, the investment is small, while the three wastes are treated, the resources are comprehensively utilized, and there is no secondary discharge of the three wastes. The method of the invention overcomes the problem of large energy consumption in the technique of extracting humic acid from leachate membrane treatment concentrate, and has good social and economic benefits.
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,但本发明要求保护的范围并不局限性于实施例表示的范围。The present invention will be further described below in conjunction with the accompanying drawings and examples, but the protection scope of the present invention is not limited to the scope indicated by the examples.
实施例1:Example 1:
(1)检测某反渗透膜处理后的浓缩垃圾渗滤液,其TOC和COD分别为2584mg/L和4285mg/L;将1L该浓缩垃圾渗滤液放入2.5L烧杯中,室温下搅拌,投加0.15g的聚合硫酸铁混凝剂,200-300r/min快速搅拌2min,加入1ml 0.05%(重量浓度)混凝助剂聚丙烯酰胺,200-300r/min快速搅拌2min,缓慢搅拌1min,沉降60min;4000r/min离心分离15min。测定上清液TOC和COD分别为2196mg/L和3513mg/L,去除率分别达到15%和18%。(1) Detect the concentrated landfill leachate treated by a reverse osmosis membrane, its TOC and COD are 2584mg/L and 4285mg/L respectively; put 1L of the concentrated landfill leachate into a 2.5L beaker, stir at room temperature, and add 0.15g of polyferric sulfate coagulant, 200-300r/min rapid stirring for 2min, add 1ml 0.05% (weight concentration) coagulation aid polyacrylamide, 200-300r/min rapid stirring for 2min, slow stirring for 1min, settling for 60min ; Centrifuge at 4000r/min for 15min. The measured supernatant TOC and COD were 2196mg/L and 3513mg/L, and the removal rates reached 15% and 18%, respectively.
(2)在步骤(1)的上清液中加入盐酸,调节pH至1.5,沉降4.0h,4000r/min离心分离15min,50℃真空干燥箱浓缩至半固态,可得到高浓度液态腐殖酸6.5g。经重铬酸钾氧化法测定,其含量高于90%。经检测,上清液TOC和COD分别为1493mg/L和2213mg/L,去除率分别达到33%和37%。(2) Add hydrochloric acid to the supernatant of step (1), adjust the pH to 1.5, settle for 4.0 hours, centrifuge at 4000r/min for 15 minutes, concentrate to semi-solid in a vacuum oven at 50°C, and obtain high-concentration liquid humic acid 6.5g. As determined by the potassium dichromate oxidation method, its content is higher than 90%. After testing, the supernatant TOC and COD were 1493mg/L and 2213mg/L respectively, and the removal rates reached 33% and 37% respectively.
(3)用盐酸调节步骤(2)的上清液pH至4.0,室温下搅拌加入硫酸亚铁2.5g,分3次,每隔10min加入双氧水(30wt%H2O2)6mL,继续搅拌30min,静置24h。经检测,TOC和COD分别为92mg/L和96mg/L,去除率分别达到93.8%和95.7%。达到《污水综合排放标准》(GB8978-1996)的一级标准。氧化剂的分批添加以及投加时间的间隔方式决定了去除率的高低,也是本发明的优势。能够以较低的氧化剂投加量达到较好的去除效果。(3) Use hydrochloric acid to adjust the pH of the supernatant in step (2) to 4.0, stir and add 2.5 g of ferrous sulfate at room temperature, divide it into 3 times, add 6 mL of hydrogen peroxide (30wt% H 2 O 2 ) every 10 min, and continue stirring for 30 min , let stand for 24 hours. After testing, TOC and COD were 92mg/L and 96mg/L respectively, and the removal rates reached 93.8% and 95.7%, respectively. It has reached the first-level standard of "Integrated Wastewater Discharge Standard" (GB8978-1996). The addition of oxidants in batches and the interval of dosing time determine the removal rate, which is also an advantage of the present invention. A better removal effect can be achieved with a lower dosage of oxidant.
实施例2:Example 2:
(1)检测某反渗透膜处理后的浓缩垃圾渗滤液,其TOC和COD分别为2584mg/L和4285mg/L;将1L该垃圾浓缩液放入2.5L烧杯中,室温下搅拌,投加0.25g的聚合硫酸铝混凝剂(按重量百分比),200-300r/min快速搅拌2min,加入2ml 0.05%混凝助剂聚丙烯酰胺,200-300r/min快速搅拌2min,缓慢搅拌1min,沉降60min;4000r/min离心分离15min。测定上清液TOC和COD分别为2158mg/L和3492mg/L,去除率分别达到16.5%和18.5%。(1) Detect the concentrated landfill leachate treated by a reverse osmosis membrane, its TOC and COD are 2584mg/L and 4285mg/L respectively; put 1L of the waste concentrate into a 2.5L beaker, stir at room temperature, and add 0.25 g of polyaluminum sulfate coagulant (percentage by weight), 200-300r/min rapid stirring for 2min, add 2ml 0.05% coagulation aid polyacrylamide, 200-300r/min rapid stirring for 2min, slow stirring for 1min, settling for 60min ; Centrifuge at 4000r/min for 15min. The measured supernatant TOC and COD were 2158mg/L and 3492mg/L, and the removal rates reached 16.5% and 18.5%, respectively.
(2)在步骤(1)的上清液中加入盐酸,调节pH至3.0,沉降6.0h,4000r/min离心分离15min,50℃真空干燥箱浓缩至半固态,可得到高浓度液态腐殖酸6.2g。经重铬酸钾氧化法测定,其含量高于90%。经检测,上清液TOC和COD分别为1403mg/L和2158mg/L,去除率分别达到35%和38.2%。(2) Add hydrochloric acid to the supernatant of step (1), adjust the pH to 3.0, settle for 6.0 hours, centrifuge at 4000r/min for 15 minutes, concentrate to semi-solid in a vacuum oven at 50°C, and obtain high-concentration liquid humic acid 6.2g. As determined by the potassium dichromate oxidation method, its content is higher than 90%. After testing, the supernatant TOC and COD were 1403mg/L and 2158mg/L, respectively, and the removal rates reached 35% and 38.2%, respectively.
(3)用盐酸调节步骤(2)的上清液pH至4.0,室温下搅拌加入硫酸亚铁2.5g,分3次每隔10min加入双氧水(30%H2O2)6mL,继续搅拌30min,静置20h。经检测,TOC和COD分别为96.8mg/L和84mg/L,去除率分别达到93.1%和96.1%。达到《污水综合排放标准》(GB8978-1996)的一级标准。氧化剂的分批添加以及投加时间的间隔方式决定了去除率的高低,也是本发明的优势。能够以较低的氧化剂投加量达到较好的去除效果。(3) Adjust the pH of the supernatant in step (2) to 4.0 with hydrochloric acid, add 2.5 g of ferrous sulfate with stirring at room temperature, add 6 mL of hydrogen peroxide (30% H 2 O 2 ) in 3 times every 10 min, and continue stirring for 30 min. Stand still for 20h. After testing, TOC and COD were 96.8mg/L and 84mg/L respectively, and the removal rates reached 93.1% and 96.1% respectively. It has reached the first-level standard of "Integrated Wastewater Discharge Standard" (GB8978-1996). The addition of oxidants in batches and the interval of dosing time determine the removal rate, which is also an advantage of the present invention. A better removal effect can be achieved with a lower dosage of oxidant.
实施例3:Example 3:
(1)检测某反渗透膜处理后的浓缩垃圾渗滤液,其TOC和COD分别为2584mg/L和4285mg/L,将1L该垃圾浓缩液放入2.5L烧杯中,室温下搅拌,投加0.35g的聚合硫酸铁混凝剂(按重量百分比),200-300r/min快速搅拌2min,加入2ml 0.05%混凝助剂聚丙烯酰胺,200-300r/min快速搅拌2min,缓慢搅拌1min,沉降60min;4000r/min离心分离15min。测定上清液TOC和COD分别为2106mg/L和3424mg/L,去除率分别达到18.5%和20.1%。(1) Detect the concentrated landfill leachate treated by a reverse osmosis membrane. The TOC and COD are 2584mg/L and 4285mg/L respectively. Put 1L of the concentrated landfill into a 2.5L beaker, stir at room temperature, and add 0.35 g of polyferric sulfate coagulant (by weight percentage), 200-300r/min rapid stirring for 2min, add 2ml 0.05% coagulation aid polyacrylamide, 200-300r/min rapid stirring for 2min, slow stirring for 1min, settling for 60min ; Centrifuge at 4000r/min for 15min. The measured supernatant TOC and COD were 2106mg/L and 3424mg/L, and the removal rates reached 18.5% and 20.1%, respectively.
(2)在步骤(1)的上清液中加入硫酸,调节PH至1.0,沉降8.0h,4000r/min离心分离15min,50℃真空干燥箱浓缩至半固态,可得到高浓度液态腐殖酸10.3g。经重铬酸钾氧化法测定,其含量高于90%。经检测,上清液TOC和COD分别为1305mg/L和2048mg/L,去除率分别达到38%和40.2%。(2) Add sulfuric acid to the supernatant of step (1), adjust the pH to 1.0, settle for 8.0 hours, centrifuge at 4000r/min for 15 minutes, concentrate in a vacuum oven at 50°C to semi-solid, and obtain high-concentration liquid humic acid 10.3g. As determined by the potassium dichromate oxidation method, its content is higher than 90%. After testing, the supernatant TOC and COD were 1305mg/L and 2048mg/L, respectively, and the removal rates reached 38% and 40.2%, respectively.
(3)用硫酸调节步骤(2)的上清液pH至4.0,室温下搅拌加入硫酸亚铁2.5g,分3次每隔10min加入双氧水(30%H2O2)6mL,继续搅拌30min,静置24h。经检测,TOC和COD 分别为83.5mg/L和71mg/L,去除率分别达到93.6%和96.5%。达到《污水综合排放标准》(GB8978-1996)的一级标准。氧化剂的分批添加以及投加时间的间隔方式决定了去除率的高低,也是本发明的优势。能够以较低的氧化剂投加量达到较好的去除效果。(3) Use sulfuric acid to adjust the pH of the supernatant in step (2) to 4.0, add 2.5 g of ferrous sulfate with stirring at room temperature, add 6 mL of hydrogen peroxide (30% H 2 O 2 ) in 3 times every 10 min, and continue stirring for 30 min. Let stand for 24 hours. After testing, TOC and COD were 83.5mg/L and 71mg/L respectively, and the removal rates reached 93.6% and 96.5% respectively. It has reached the first-level standard of "Integrated Wastewater Discharge Standard" (GB8978-1996). The addition of oxidants in batches and the interval of dosing time determine the removal rate, which is also an advantage of the present invention. A better removal effect can be achieved with a lower dosage of oxidant.
实施例4Example 4
(1)检测某反渗透膜处理后的浓缩垃圾渗滤液,其TOC和COD分别为2584mg/L和4285mg/L,将1L该垃圾浓缩液放入2.5L烧杯中,室温下搅拌,投加0.35g的聚合硫酸铝混凝剂(按重量百分比),200-300r/min快速搅拌2min,加入1ml 0.05%混凝助剂聚丙烯酰胺,200-300r/min快速搅拌2min,缓慢搅拌1min,沉降60min;4000r/min离心分离15min。测定上清液TOC和COD分别为2126mg/L和3509mg/L,去除率分别达到17.7%和18.1%。(1) Detect the concentrated landfill leachate treated by a reverse osmosis membrane. The TOC and COD are 2584mg/L and 4285mg/L respectively. Put 1L of the concentrated landfill into a 2.5L beaker, stir at room temperature, and add 0.35 g of polyaluminum sulfate coagulant (by weight percentage), 200-300r/min rapid stirring for 2min, add 1ml 0.05% coagulation aid polyacrylamide, 200-300r/min rapid stirring for 2min, slow stirring for 1min, settling for 60min ; Centrifuge at 4000r/min for 15min. The measured supernatant TOC and COD were 2126mg/L and 3509mg/L, and the removal rates reached 17.7% and 18.1%, respectively.
(2)在步骤(1)的上清液中加入硫酸,调节pH至1.5,沉降8.0h,4000r/min离心分离15min,50℃真空干燥箱浓缩至半固态,可得到高浓度液态腐殖酸10.5g。经重铬酸钾氧化法测定,其含量高于90%。经检测,上清液TOC和COD分别为1275mg/L和2028mg/L,去除率分别达到40%和42.2%。(2) Add sulfuric acid to the supernatant of step (1), adjust the pH to 1.5, settle for 8.0 hours, centrifuge at 4000r/min for 15 minutes, concentrate to semi-solid in a vacuum oven at 50°C, and obtain high-concentration liquid humic acid 10.5g. As determined by the potassium dichromate oxidation method, its content is higher than 90%. After testing, the supernatant TOC and COD were 1275mg/L and 2028mg/L respectively, and the removal rates reached 40% and 42.2% respectively.
(3)用硫酸调节步骤(2)的上清液pH至4.0,室温下搅拌加入硫酸亚铁2.5g,分3次每隔10min加入双氧水(30%H2O2)6mL,继续搅拌30min,静置24h。经检测,TOC和COD分别为84mg/L和69mg/L,去除率分别达到93.4%和96.6%。达到《污水综合排放标准》(GB8978-1996)的一级标准。氧化剂的分批添加以及投加时间的间隔方式决定了去除率的高低,也是本发明的优势。能够以较低的氧化剂投加量达到较好的去除效果。(3) Use sulfuric acid to adjust the pH of the supernatant in step (2) to 4.0, add 2.5 g of ferrous sulfate with stirring at room temperature, add 6 mL of hydrogen peroxide (30% H 2 O 2 ) in 3 times every 10 min, and continue stirring for 30 min. Let stand for 24 hours. After testing, TOC and COD were 84mg/L and 69mg/L respectively, and the removal rates reached 93.4% and 96.6% respectively. It has reached the first-level standard of "Integrated Wastewater Discharge Standard" (GB8978-1996). The addition of oxidants in batches and the interval of dosing time determine the removal rate, which is also an advantage of the present invention. A better removal effect can be achieved with a lower dosage of oxidant.
实施例5Example 5
(1)检测某反渗透膜处理后的浓缩垃圾渗滤液,其TOC和COD分别为2584mg/L和4285mg/L,将1L该垃圾浓缩液放入2.5L烧杯中,室温下搅拌,投加0.25g的聚合氯化铁混凝剂(按重量百分比),200-300r/min快速搅拌2min,加入1ml 0.05%混凝助剂聚丙烯酰胺,200-300r/min快速搅拌2min,缓慢搅拌1min,沉降60min;4000r/min离心分离15min。测定上清液TOC和COD分别为2139mg/L和3514mg/L,去除率分别达到17.2%和18.0%。(1) Detect the concentrated landfill leachate treated by a reverse osmosis membrane. The TOC and COD are 2584mg/L and 4285mg/L respectively. Put 1L of the concentrated landfill into a 2.5L beaker, stir at room temperature, and add 0.25 g of polyferric chloride coagulant (by weight percentage), 200-300r/min rapid stirring 2min, add 1ml 0.05% coagulation aid polyacrylamide, 200-300r/min rapid stirring 2min, slow stirring 1min, sedimentation 60min; centrifuge at 4000r/min for 15min. The measured supernatant TOC and COD were 2139mg/L and 3514mg/L, and the removal rates reached 17.2% and 18.0%, respectively.
(2)在步骤(1)的上清液中加入硝酸,调节pH至2.0,沉降4.0h,4000r/min离心分离15min,50℃真空干燥箱浓缩至半固态,可得到高浓度液态腐殖酸5.5g。经重铬酸钾氧化法测定,其含量高于90%。经检测,上清液TOC和COD分别为1347mg/L和2136mg/L,去除率分别达到37%和39.2%。(2) Add nitric acid to the supernatant of step (1), adjust the pH to 2.0, settle for 4.0 hours, centrifuge at 4000r/min for 15 minutes, concentrate in a vacuum oven at 50°C to semi-solid, and obtain high-concentration liquid humic acid 5.5g. As determined by the potassium dichromate oxidation method, its content is higher than 90%. After testing, the supernatant TOC and COD were 1347mg/L and 2136mg/L, and the removal rates reached 37% and 39.2%, respectively.
(3)用硝酸调节步骤(2)的上清液pH至4.0,室温下搅拌加入硫酸亚铁2.5g,分3次每隔10min加入双氧水(30%H2O2)6mL,继续搅拌30min,静置30h。经检测,TOC和COD分别为66mg/L和51mg/L,去除率分别达到95.1%和97.6%。达到《污水综合排放标准》(GB8978-1996)的一级标准。氧化剂的分批添加以及投加时间的间隔方式决定了去除率的高低,也是本发明的优势。能够以较低的氧化剂投加量达到较好的去除效果。(3) Use nitric acid to adjust the pH of the supernatant in step (2) to 4.0, add 2.5 g of ferrous sulfate with stirring at room temperature, add 6 mL of hydrogen peroxide (30% H 2 O 2 ) in 3 times every 10 min, and continue stirring for 30 min. Let stand for 30h. After testing, TOC and COD were 66mg/L and 51mg/L respectively, and the removal rates reached 95.1% and 97.6% respectively. It has reached the first-level standard of "Integrated Wastewater Discharge Standard" (GB8978-1996). The addition of oxidants in batches and the interval of dosing time determine the removal rate, which is also an advantage of the present invention. A better removal effect can be achieved with a lower dosage of oxidant.
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