CN105859052A - Environment-friendly purification method for domestic sewage - Google Patents
Environment-friendly purification method for domestic sewage Download PDFInfo
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- CN105859052A CN105859052A CN201610399571.6A CN201610399571A CN105859052A CN 105859052 A CN105859052 A CN 105859052A CN 201610399571 A CN201610399571 A CN 201610399571A CN 105859052 A CN105859052 A CN 105859052A
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- 238000000034 method Methods 0.000 title claims abstract description 25
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- 239000003344 environmental pollutant Substances 0.000 claims abstract description 11
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- MCJGNVYPOGVAJF-UHFFFAOYSA-N quinolin-8-ol Chemical compound C1=CN=C2C(O)=CC=CC2=C1 MCJGNVYPOGVAJF-UHFFFAOYSA-N 0.000 claims description 4
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims description 4
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- 230000000694 effects Effects 0.000 abstract description 5
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- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 1
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- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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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
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/281—Treatment of water, waste water, or sewage by sorption using inorganic sorbents
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/283—Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/50—Treatment of water, waste water, or sewage by addition or application of a germicide or by oligodynamic treatment
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/5236—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
- C02F1/5245—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents using basic salts, e.g. of aluminium and iron
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/54—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/54—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
- C02F1/56—Macromolecular compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/78—Treatment of water, waste water, or sewage by oxidation with ozone
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
-
- 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
- C02F3/30—Aerobic and anaerobic processes
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
本发明公开了一种生活污水的环保净化方法,包括以下步骤:将生活污水排入沉淀池进行静置沉淀,静置4~8h后进行过滤后从沉淀池排入厌氧反应池,从厌氧反应池排入中和池,从中和池排入氧化反应池,从氧化反应池排入好氧反应池,使用好氧活性污泥对生活污水内的污染物进行分解;温度控制在18~23℃,反应时间为20~24h;从好氧反应池排入吸附池,在吸附池中加入活性炭粉末进行搅拌吸附,然后过滤;从吸附池排入消毒池,在消毒池中加入消毒剂进行消毒,形成中水排除。本发明通过合理配置过滤、厌氧、好氧等反应步骤,可以对水体进行多层次的高效净化处理。净化效果好,原料成本低,适于大范围推广使用。The invention discloses an environment-friendly purification method for domestic sewage, which comprises the following steps: discharge the domestic sewage into a sedimentation tank for static precipitation, filter after standing for 4 to 8 hours, discharge it from the sedimentation tank into an anaerobic reaction tank, and discharge it from the anaerobic reaction tank The oxygen reaction tank is discharged into the neutralization tank, the neutralization tank is discharged into the oxidation reaction tank, and the oxidation reaction tank is discharged into the aerobic reaction tank, and the pollutants in the domestic sewage are decomposed by aerobic activated sludge; the temperature is controlled at 18~ 23°C, the reaction time is 20-24 hours; discharge from the aerobic reaction tank into the adsorption tank, add activated carbon powder into the adsorption tank for stirring and adsorption, and then filter; discharge from the adsorption tank into the disinfection tank, add disinfectant into the disinfection tank for disinfection Disinfect and form reclaimed water to get rid of. The present invention can carry out multi-level and high-efficiency purification treatment on the water body by rationally configuring the reaction steps of filtration, anaerobic, aerobic and the like. The purification effect is good, the raw material cost is low, and the method is suitable for popularization and use in a large scale.
Description
技术领域technical field
本发明涉及水体净化技术领域,尤其是一种生活污水的环保净化方法。The invention relates to the technical field of water body purification, in particular to an environment-friendly purification method for domestic sewage.
背景技术Background technique
生活废水是人类生活过程中产生的污水,是水体的主要污染源之一。主要是粪便和洗涤污水。城市每人每日排出的生活污水量为150~400L,其量与生活水平有密切关系。生活污水中含有大量有机物,如纤维素、淀粉、糖类和脂肪蛋白质等;也常含有病原菌、病毒和寄生虫卵;无机盐类的氯化物、硫酸盐、磷酸盐、碳酸氢盐和钠、钾、钙、镁等。总的特点是含氮、含硫和含磷高,后期处理比较困难。人们应该保护水资源.中国国情比较特殊,水资源人均占有量少,空间分布不平衡。随着中国城市化、工业化的加速,水资源的需求缺口也日益增大。在这样的背景下,污水处理行业成为新兴产业,目前与自来水生产、供水、排水、中水回用行业处于同等重要地位。Domestic wastewater is the sewage produced in the process of human life, and it is one of the main sources of pollution of water bodies. Mainly feces and washing sewage. The amount of domestic sewage discharged per person per day in a city is 150-400L, which is closely related to the living standard. Domestic sewage contains a large amount of organic matter, such as cellulose, starch, sugar and fatty protein; it also often contains pathogenic bacteria, viruses and parasite eggs; inorganic salts such as chloride, sulfate, phosphate, bicarbonate and sodium, Potassium, calcium, magnesium, etc. The general feature is high nitrogen, sulfur and phosphorus content, and the post-processing is relatively difficult. People should protect water resources. China's national conditions are quite special. The per capita possession of water resources is small and the spatial distribution is uneven. With the acceleration of urbanization and industrialization in China, the demand gap for water resources is also increasing. In this context, the sewage treatment industry has become an emerging industry, and is currently in the same important position as the tap water production, water supply, drainage, and reclaimed water reuse industries.
虽然市政方面投入了大量的资金来治理污水,现有技术也有许多方法都能有效地去除氨,如物理方法有反渗透、蒸馏、土壤灌溉;化学法有离子交换法、氨吹脱、化学沉淀法、折点氯化、电渗析、电化学处理、催化裂解;生物方法有硝化及藻类养殖,然而物理方法处理效果不佳,较之化学法,生物方法处理废水有如下优点:1)每种化学用品都是针对性很强的产品,当遇到其他化学物质时就有可能失效,而生物制剂对污染物的去除具有光谱性;2)化学产品可以暂时消除某些有害物质以及掩盖臭味,却不能阻止有害物质的生成;3)使用化学产品后,水体中会有残留,可能导致二次污染。生物制剂所含天然微生物,不含致病菌和病原体,这些微生物在酶的催化作用下,以污水中的有机营养物质为食物,当污水得到净化后,这些微生物会随污染物的降低而逐渐减少,直至消亡;4)无毒,无腐蚀性,使用方便,基本不需要添加设备或是工程,节省资金投入。然而,微生物方法来处理污水容易造成微生物对水体的二次污染,如何对微生物进行处理也是需要解决的技术问题。在环保领域中,如何将生活废水进行净化,并且达到排放标准以及再利用是需要解决的技术问题。Although the municipality has invested a lot of money to treat sewage, there are many methods in the existing technology that can effectively remove ammonia, such as physical methods including reverse osmosis, distillation, and soil irrigation; chemical methods include ion exchange, ammonia stripping, and chemical precipitation. method, breakpoint chlorination, electrodialysis, electrochemical treatment, catalytic cracking; biological methods include nitrification and algae cultivation, but the physical method has poor treatment effect. Compared with chemical methods, biological methods have the following advantages in treating wastewater: 1) each Chemical products are highly targeted products, which may fail when they encounter other chemical substances, while biological agents have a spectrum of removal of pollutants; 2) Chemical products can temporarily eliminate certain harmful substances and cover up odors , but cannot prevent the generation of harmful substances; 3) After using chemical products, there will be residues in the water body, which may cause secondary pollution. The natural microorganisms contained in biological preparations do not contain pathogenic bacteria and pathogens. Under the catalysis of enzymes, these microorganisms feed on the organic nutrients in sewage. When the sewage is purified, these microorganisms will gradually grow with the reduction of pollutants 4) Non-toxic, non-corrosive, easy to use, basically no need to add equipment or engineering, saving capital investment. However, microbial treatment of sewage is likely to cause secondary pollution of water by microorganisms, and how to treat microorganisms is also a technical problem that needs to be solved. In the field of environmental protection, how to purify domestic wastewater, meet discharge standards and reuse is a technical problem that needs to be solved.
中国发明专利CN 104071902 B公开了一种处理生活污水的方法,实现了对于生活污水的有效处理。但是,这种处理方法对于水体的化学需氧量和色度的降低效果不明显,且所需原料成本较高。Chinese invention patent CN 104071902 B discloses a method for treating domestic sewage, which realizes effective treatment of domestic sewage. However, this treatment method has no obvious effect on reducing the chemical oxygen demand and chroma of the water body, and the cost of required raw materials is relatively high.
发明内容Contents of the invention
本发明要解决的技术问题是提供一种生活污水的环保净化方法,能够解决现有技术的不足,提高了生活污水的净化效果,降低了原料成本。The technical problem to be solved by the present invention is to provide an environment-friendly purification method for domestic sewage, which can solve the deficiencies of the prior art, improve the purification effect of domestic sewage, and reduce the cost of raw materials.
为解决上述技术问题,本发明所采取的技术方案如下。In order to solve the above technical problems, the technical solutions adopted by the present invention are as follows.
一种生活污水的环保净化方法,包括以下步骤:An environmental protection purification method for domestic sewage, comprising the following steps:
A、将生活污水排入沉淀池进行静置沉淀,静置4~8h后进行过滤;A. Discharge the domestic sewage into the sedimentation tank for static sedimentation, and filter it after standing for 4 to 8 hours;
B、将生活污水从沉淀池排入厌氧反应池,使用厌氧活性污泥对生活污水内的污染物进行分解;温度控制在27℃~30℃,反应时间为12~15h;B. Discharge the domestic sewage from the sedimentation tank into the anaerobic reaction tank, and use the anaerobic activated sludge to decompose the pollutants in the domestic sewage; the temperature is controlled at 27°C to 30°C, and the reaction time is 12 to 15 hours;
C、将生活污水从厌氧反应池排入中和池,调节水体pH值至7.5~8,加入絮凝剂进行沉淀,然后进行过滤;C. Discharge the domestic sewage from the anaerobic reaction tank into the neutralization tank, adjust the pH value of the water body to 7.5-8, add flocculant for precipitation, and then filter;
D、将生活污水从中和池排入氧化反应池,向氧化反应池中通入臭氧,对水体中的有害物质进行氧化处理;D. Discharge the domestic sewage from the neutralization tank into the oxidation reaction tank, pass ozone into the oxidation reaction tank, and oxidize the harmful substances in the water body;
E、将生活污水从氧化反应池排入好氧反应池,使用好氧活性污泥对生活污水内的污染物进行分解;温度控制在18~23℃,反应时间为20~24h;E. Discharge the domestic sewage from the oxidation reaction tank into the aerobic reaction tank, and use the aerobic activated sludge to decompose the pollutants in the domestic sewage; the temperature is controlled at 18-23 ° C, and the reaction time is 20-24 hours;
F、将生活污水从好氧反应池排入吸附池,在吸附池中加入活性炭粉末进行搅拌吸附,然后过滤;F. Discharge domestic sewage from the aerobic reaction tank into the adsorption tank, add activated carbon powder into the adsorption tank for stirring and adsorption, and then filter;
G、将生活污水从吸附池排入消毒池,在消毒池中加入消毒剂进行消毒,形成中水排除。G. Discharge domestic sewage from the adsorption pool into the disinfection pool, add disinfectant to the disinfection pool for disinfection, and form reclaimed water to be discharged.
作为优选,步骤C中,絮凝剂包括,As a preference, in step C, the flocculant includes,
17~20wt%的柠檬酸铁、4.5~6wt%的氯化铝、10~12wt%的乙酰柠檬酸三丁酯、2.5~5wt%的3-氨基巴豆酸甲酯、7.5~10wt%的4-溴苯甲醚,余量为聚丙烯酰胺。17-20wt% of ferric citrate, 4.5-6wt% of aluminum chloride, 10-12wt% of acetyl tributyl citrate, 2.5-5wt% of 3-aminocrotonate methyl ester, 7.5-10wt% of 4- Bromoanisole, the balance is polyacrylamide.
作为优选,步骤D中,通入臭氧的量为3.5~4L/m3·min,通入时间为1~2h。Preferably, in step D, the amount of ozone introduced is 3.5-4 L/m 3 ·min, and the time of introduction is 1-2 hours.
作为优选,步骤E中,好氧活性污泥盛放于距离水面0.2~0.3m的托架上,曝气盘安装于好氧反应池的底部,好氧反应池的中间设置有滤网。Preferably, in step E, the aerobic activated sludge is placed on a bracket 0.2-0.3m away from the water surface, the aeration disk is installed at the bottom of the aerobic reaction tank, and a filter screen is arranged in the middle of the aerobic reaction tank.
作为优选,步骤G中,消毒剂包括,As preferably, in step G, the disinfectant includes,
3.5~4wt%的8-羟基喹啉、5~7wt%的环氧氯丙烷、10~15wt%的硅酸钠、3.5~5wt%的2,6-二甲氧基苯甲酸、0.5~0.75wt%的乙酸间甲苯酯、8~15wt%的2-甲基-2-己醇,余量为次氯酸钙。3.5-4wt% of 8-hydroxyquinoline, 5-7wt% of epichlorohydrin, 10-15wt% of sodium silicate, 3.5-5wt% of 2,6-dimethoxybenzoic acid, 0.5-0.75wt % m-cresyl acetate, 8-15 wt% 2-methyl-2-hexanol, and the balance is calcium hypochlorite.
采用上述技术方案所带来的有益效果在于:本发明通过合理配置过滤、厌氧、好氧等反应步骤,可以对水体进行多层次的高效净化处理。净化效果好,原料成本低,适于大范围推广使用。The beneficial effect brought by the adoption of the above technical solution is that the present invention can carry out multi-level and high-efficiency purification treatment on the water body by rationally configuring the reaction steps such as filtration, anaerobic, and aerobic. The purification effect is good, the raw material cost is low, and the method is suitable for popularization and use in a large scale.
具体实施方式detailed description
为了使本发明的目的及优点更加清楚明白,以下结合实施例对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。In order to make the objects and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the examples. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.
实施例1Example 1
一种生活污水的环保净化方法,包括以下步骤:。An environmental protection purification method for domestic sewage, comprising the following steps:.
A、将生活污水排入沉淀池进行静置沉淀,静置7h后进行过滤;A. Discharge the domestic sewage into the sedimentation tank for static precipitation, and filter after standing for 7 hours;
B、将生活污水从沉淀池排入厌氧反应池,使用厌氧活性污泥对生活污水内的污染物进行分解;温度控制在30℃,反应时间为15h;B. Discharge the domestic sewage from the sedimentation tank into the anaerobic reaction tank, and use anaerobic activated sludge to decompose the pollutants in the domestic sewage; the temperature is controlled at 30°C, and the reaction time is 15 hours;
C、将生活污水从厌氧反应池排入中和池,调节水体pH值至7.5~8,加入絮凝剂进行沉淀,然后进行过滤;C. Discharge the domestic sewage from the anaerobic reaction tank into the neutralization tank, adjust the pH value of the water body to 7.5-8, add flocculant for precipitation, and then filter;
D、将生活污水从中和池排入氧化反应池,向氧化反应池中通入臭氧,对水体中的有害物质进行氧化处理;D. Discharge the domestic sewage from the neutralization tank into the oxidation reaction tank, pass ozone into the oxidation reaction tank, and oxidize the harmful substances in the water body;
E、将生活污水从氧化反应池排入好氧反应池,使用好氧活性污泥对生活污水内的污染物进行分解;温度控制在20℃,反应时间为22h;E. Discharge the domestic sewage from the oxidation reaction tank into the aerobic reaction tank, and use the aerobic activated sludge to decompose the pollutants in the domestic sewage; the temperature is controlled at 20°C, and the reaction time is 22 hours;
F、将生活污水从好氧反应池排入吸附池,在吸附池中加入活性炭粉末进行搅拌吸附,然后过滤;F. Discharge domestic sewage from the aerobic reaction tank into the adsorption tank, add activated carbon powder into the adsorption tank for stirring and adsorption, and then filter;
G、将生活污水从吸附池排入消毒池,在消毒池中加入消毒剂进行消毒,形成中水排除。G. Discharge domestic sewage from the adsorption pool into the disinfection pool, add disinfectant to the disinfection pool for disinfection, and form reclaimed water to be discharged.
步骤C中,絮凝剂包括,In step C, the flocculant includes,
20wt%的柠檬酸铁、5.5wt%的氯化铝、10wt%的乙酰柠檬酸三丁酯、3wt%的3-氨基巴豆酸甲酯、8wt%的4-溴苯甲醚,余量为聚丙烯酰胺。20wt% ferric citrate, 5.5wt% aluminum chloride, 10wt% acetyl tributyl citrate, 3wt% 3-aminocrotonate methyl ester, 8wt% 4-bromoanisole, the balance is poly Acrylamide.
步骤D中,通入臭氧的量为4L/m3·min,通入时间为1h。In step D, the amount of ozone fed is 4 L/m 3 ·min, and the time of feeding is 1 h.
步骤E中,好氧活性污泥盛放于距离水面0.3m的托架上,曝气盘安装于好氧反应池的底部,好氧反应池的中间设置有滤网。In step E, the aerobic activated sludge is placed on a bracket 0.3m away from the water surface, the aeration plate is installed at the bottom of the aerobic reaction tank, and a filter screen is arranged in the middle of the aerobic reaction tank.
步骤G中,消毒剂包括,In step G, the disinfectant includes,
4wt%的8-羟基喹啉、6wt%的环氧氯丙烷、12wt%的硅酸钠、4wt%的2,6-二甲氧基苯甲酸、0.5wt%的乙酸间甲苯酯、10wt%的2-甲基-2-己醇,余量为次氯酸钙。4wt% of 8-hydroxyquinoline, 6wt% of epichlorohydrin, 12wt% of sodium silicate, 4wt% of 2,6-dimethoxybenzoic acid, 0.5wt% of m-cresyl acetate, 10wt% of 2-methyl-2-hexanol, the balance being calcium hypochlorite.
实施例2Example 2
一种生活污水的环保净化方法,包括以下步骤:。An environmental protection purification method for domestic sewage, comprising the following steps:.
A、将生活污水排入沉淀池进行静置沉淀,静置5h后进行过滤;A. Discharge domestic sewage into the sedimentation tank for static precipitation, and filter after standing for 5 hours;
B、将生活污水从沉淀池排入厌氧反应池,使用厌氧活性污泥对生活污水内的污染物进行分解;温度控制在28℃,反应时间为12h;B. Discharge the domestic sewage from the sedimentation tank into the anaerobic reaction tank, and use the anaerobic activated sludge to decompose the pollutants in the domestic sewage; the temperature is controlled at 28°C, and the reaction time is 12 hours;
C、将生活污水从厌氧反应池排入中和池,调节水体pH值至7.5~8,加入絮凝剂进行沉淀,然后进行过滤;C. Discharge the domestic sewage from the anaerobic reaction tank into the neutralization tank, adjust the pH value of the water body to 7.5-8, add flocculant for precipitation, and then filter;
D、将生活污水从中和池排入氧化反应池,向氧化反应池中通入臭氧,对水体中的有害物质进行氧化处理;D. Discharge the domestic sewage from the neutralization tank into the oxidation reaction tank, pass ozone into the oxidation reaction tank, and oxidize the harmful substances in the water body;
E、将生活污水从氧化反应池排入好氧反应池,使用好氧活性污泥对生活污水内的污染物进行分解;温度控制在20℃,反应时间为20h;E. Discharge the domestic sewage from the oxidation reaction tank into the aerobic reaction tank, and use the aerobic activated sludge to decompose the pollutants in the domestic sewage; the temperature is controlled at 20°C, and the reaction time is 20h;
F、将生活污水从好氧反应池排入吸附池,在吸附池中加入活性炭粉末进行搅拌吸附,然后过滤;F. Discharge domestic sewage from the aerobic reaction tank into the adsorption tank, add activated carbon powder into the adsorption tank for stirring and adsorption, and then filter;
G、将生活污水从吸附池排入消毒池,在消毒池中加入消毒剂进行消毒,形成中水排除。G. Discharge domestic sewage from the adsorption pool into the disinfection pool, add disinfectant to the disinfection pool for disinfection, and form reclaimed water to be discharged.
步骤C中,絮凝剂包括,In step C, the flocculant includes,
18wt%的柠檬酸铁、6wt%的氯化铝、11wt%的乙酰柠檬酸三丁酯、4.5wt%的3-氨基巴豆酸甲酯、9wt%的4-溴苯甲醚,余量为聚丙烯酰胺。18wt% of ferric citrate, 6wt% of aluminum chloride, 11wt% of acetyl tributyl citrate, 4.5wt% of 3-aminocrotonate methyl ester, 9wt% of 4-bromoanisole, the balance is poly Acrylamide.
步骤D中,通入臭氧的量为4L/m3·min,通入时间为2h。In step D, the amount of ozone introduced is 4 L/m 3 ·min, and the time of introduction is 2 hours.
步骤E中,好氧活性污泥盛放于距离水面0.2~0.3m的托架上,曝气盘安装于好氧反应池的底部,好氧反应池的中间设置有滤网。In step E, the aerobic activated sludge is placed on a bracket 0.2-0.3m away from the water surface, the aeration disk is installed at the bottom of the aerobic reaction tank, and a filter screen is arranged in the middle of the aerobic reaction tank.
步骤G中,消毒剂包括,In step G, the disinfectant includes,
4wt%的8-羟基喹啉、5wt%的环氧氯丙烷、10wt%的硅酸钠、4wt%的2,6-二甲氧基苯甲酸、0.6wt%的乙酸间甲苯酯、10wt%的2-甲基-2-己醇,余量为次氯酸钙。4wt% of 8-hydroxyquinoline, 5wt% of epichlorohydrin, 10wt% of sodium silicate, 4wt% of 2,6-dimethoxybenzoic acid, 0.6wt% of m-cresyl acetate, 10wt% of 2-methyl-2-hexanol, the balance being calcium hypochlorite.
使用实施例2与背景技术引用的专利中的实施例1(对比例)对于同一排管道进行采样的两个样本进行处理实验对比,结果如下:Using embodiment 1 (comparative example) in the patent cited in embodiment 2 and the background technology to carry out processing experiment comparison for two samples that the same row of pipelines is sampled, the results are as follows:
表1对比例Table 1 Comparative example
表2本发明实施例Table 2 Embodiments of the present invention
另外,进过计算,使用本发明的方法每处理1m3的污水所需原料成本为0.13元,而使用对比例的方法每处理1m3的污水所需原料成本为0.32元。使用本发明的处理方法可以将原料成本降低一半以上。In addition, after calculation, the cost of raw materials required for processing 1 m of sewage by the method of the present invention is 0.13 yuan, while the cost of raw materials required for processing 1 m of sewage by the method of the comparative example is 0.32 yuan. Using the treatment method of the invention can reduce the cost of raw materials by more than half.
以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以作出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。The above is only a preferred embodiment of the present invention, it should be pointed out that for those of ordinary skill in the art, without departing from the principle of the present invention, some improvements and modifications can also be made, and these improvements and modifications should also be It is regarded as the protection scope of the present invention.
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