CN101519267B - A combined treatment process for high-concentration organic wastewater - Google Patents
A combined treatment process for high-concentration organic wastewater Download PDFInfo
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Abstract
本发明针对当前高浓度有机废水中大量有机物存在可生物降解性的差异,并根据目前高浓度有机废水处理技术的现状,提供一种去除效率高、适应范围广的高浓度有机废水“微好氧细菌处理法+化学氧化法+活性污泥法”组合处理工艺。该工艺首先采用微好氧细菌处理法去除绝大多数可生物降解有机物,使化学氧化法处理对象基本上是难生物降解有机物;再采用化学氧化法提高废水的可生化性,为后续生物处理奠定基础;最后用活性污泥法作为后处理保障出水水质。本工艺能够直接应用于包括高油、高硫、高氨在内的不同类型的高浓度有机废水,具有去除效率高、污泥产量低、适用范围广的优点。
The present invention aims at the difference in biodegradability of a large amount of organic matter in the current high-concentration organic wastewater, and according to the current status of high-concentration organic wastewater treatment technology, provides a high-concentration organic wastewater "micro-aerobic" with high removal efficiency and wide adaptability Bacterial treatment method + chemical oxidation method + activated sludge method" combined treatment process. The process first uses micro-aerobic bacterial treatment to remove most of the biodegradable organic matter, so that the chemical oxidation method basically treats the refractory organic matter; then the chemical oxidation method is used to improve the biodegradability of wastewater, laying the foundation for subsequent biological treatment. The basis; finally, the activated sludge method is used as a post-treatment to ensure the quality of the effluent. This process can be directly applied to different types of high-concentration organic wastewater including high oil, high sulfur and high ammonia, and has the advantages of high removal efficiency, low sludge output and wide application range.
Description
技术领域technical field
本发明属于环境工程和废水处理工程领域,尤其涉及一种“微好氧细菌处理法+化学氧化法+活性污泥法”的组合工艺。该组合工艺广泛适用于包括发酵类工业废水、制糖废水、印染废水、食品加工废水、垃圾填埋场渗滤液等不同类型高浓度有机废水。The invention belongs to the fields of environmental engineering and wastewater treatment engineering, and in particular relates to a combined process of "micro-aerobic bacteria treatment method + chemical oxidation method + activated sludge method". The combined process is widely applicable to different types of high-concentration organic wastewater including fermentation industrial wastewater, sugar wastewater, printing and dyeing wastewater, food processing wastewater, and landfill leachate.
背景技术Background technique
随着我国经济的高速增长,大量污水排放导致水污染问题越来越严重。据预测,当前我国工业废水占总废水量的70%以上,其中发酵类工业废水(如柠檬酸水、酿酒废水、抗生素废水等)、制糖废水、印染废水、食品加工废水(如色拉油加工废水等)、垃圾填埋场渗滤液等属于高浓度有机废水,其特征为浓度极高,COD值一般达数万甚至几十万mg/L,所含有机物种类繁多,除大量可生物降解物质外,还可能包括大量不可生物降解物质(如发酵类残余物、合成洗涤剂、有机氯农药、多氯联苯、抗生素、内分泌干扰素、有机磷农药、表面活性剂、有机染料等等),这些难降解物质可生化性差,不容易被微生物所降解,甚至许多还具有较大的生物毒性,虽然含量低但是对环境和人类健康影响极大,一旦排放会对环境造成严重影响。With the rapid growth of my country's economy, a large amount of sewage discharge has caused water pollution problems to become more and more serious. It is predicted that China's current industrial wastewater accounts for more than 70% of the total wastewater, including fermentation industrial wastewater (such as citric acid water, brewing wastewater, antibiotic wastewater, etc.), sugar wastewater, printing and dyeing wastewater, food processing wastewater (such as salad oil processing Wastewater, etc.), landfill leachate, etc. belong to high-concentration organic wastewater, which is characterized by extremely high concentration, COD value generally reaches tens of thousands or even hundreds of thousands mg/L, and contains a wide variety of organic substances, except for a large number of biodegradable substances. In addition, it may also include a large number of non-biodegradable substances (such as fermentation residues, synthetic detergents, organochlorine pesticides, polychlorinated biphenyls, antibiotics, endocrine disruptors, organophosphorus pesticides, surfactants, organic dyes, etc.), These refractory substances have poor biodegradability and are not easily degraded by microorganisms. Many of them even have relatively high biological toxicity. Although the content is low, they have a great impact on the environment and human health. Once discharged, they will have a serious impact on the environment.
目前,难降解或含有有毒有机物的高浓度有机废水可以采用单一的化学氧化法处理。如申请号为200510100249.0,名称为一种催化氧化工艺处理聚乙烯醇废水的方法,公开号为CN1944281A的发明专利,它采用Fenton试剂处理经预处理后的聚乙醇废水,反应在常温下进行,速度快,效果好,又如申请号为02144567.2,名称为一种催化湿式氧化处理高含酚废水的方法,具有公开号为CN1498861A的发明专利,采用具有极高催化活性的贵金属及稀土金属催化剂,大大提高催化湿式氧化反应效率,提高废水可生化性,再如申请号为200510026670.1,名称为一种催化氧化处理高浓度废水的方法,公开号为CN1876577A的发明专利,在催化之前先经二氧化氯氧化后再在催化氧化塔内参入适当的空气与废水、固体催化剂构成三相催化氧化,用于处理高色度、高含盐量的高浓度有机废水,操作简便,无二次污染,无渣滓生成。申请号为200410014620.7,名称为高浓度、难降解工业废水的预处理方法,公开号为CN1680199A的发明专利,在pH为2~4时采用化学氧化、光解氧化和微电解分解处理,在pH为6~7时气浮分离浮渣,在pH为8~9时混凝分离沉淀,可大大提高废水生物可降解性。直接采用化学氧化虽然能够获得理想的处理效果,但存在处理成本较高的不足,因而影响了化学氧化法的广泛应用。At present, high-concentration organic wastewater that is difficult to degrade or contains toxic organic substances can be treated by a single chemical oxidation method. For example, the application number is 200510100249.0, and the name is a method for treating polyvinyl alcohol wastewater by catalytic oxidation process. The publication number is the invention patent of CN1944281A. Fast, good effect, and for example, the application number is 02144567.2, the name is a method for catalytic wet oxidation treatment of high phenolic wastewater, and the invention patent with the publication number CN1498861A adopts precious metal and rare earth metal catalysts with extremely high catalytic activity. Improve the efficiency of catalytic wet oxidation reaction and improve the biodegradability of wastewater. Another example is the application number 200510026670.1, which is a method for catalytic oxidation treatment of high-concentration wastewater. Then add appropriate air, waste water, and solid catalyst into the catalytic oxidation tower to form a three-phase catalytic oxidation, which is used to treat high-concentration organic waste water with high chroma and high salt content, easy to operate, no secondary pollution, and no dross generation . The application number is 200410014620.7, and the name is the pretreatment method of high-concentration, refractory industrial wastewater. When the pH is 6-7, the scum is separated by air flotation, and when the pH is 8-9, coagulation is separated and precipitated, which can greatly improve the biodegradability of wastewater. Although the ideal treatment effect can be obtained by directly using chemical oxidation, it has the disadvantage of high treatment cost, which affects the wide application of chemical oxidation.
为降低运行成本,采用化学氧化法作为前处理、生物法作为后处理的组合工艺越来越受到重视。如申请号为200410040058.5,名称为超声催化氧化—生物处理难降解有机废水的方法,公开号为CN1594146A的发明专利,申请号为200410022411.7,名称为臭氧+生化法处理含天然气防冻剂废水工艺,公开号为CN1689992A的发明专利,申请号为200310122764.X,名称为有机废水处理工艺,公开号为CN1631818A的发明专利,申请号为02136127.4,名称为催化氧化—生化联合处理难降解有机废水的方法及装置,公开号为CN1468816A的发明专利,申请号为200610041550.3,名称为四价锰化合物氧化、化学沉淀、生化联合的焦化废水处理方法,公开号为CN1927744A的发明专利,申请号为03146091.7,名称为一种用于油田钻井废水处理的集成化工艺和装置,公开号为CN1569695A的发明专利,申请号为200610034589.2,名称为高浓度难降解有机废水处理的多重组合工艺,公开号为CN101041531A的发明专利,以及申请号为03131943.2,名称为高浓度有机氮化合物废水处理系统及其处理工艺,公开号为CN1480412A的发明专利,它们均采用化学氧化法作为前处理(包括超声法、臭氧法、四价锰法、铁碳微电解、Fenton氧化法等),而以好氧或厌氧法作为后处理保障出水水质,较单一化学氧化法降低了运行成本。然而,这种组合工艺在处理许多高浓度有机废水时仍存在处理成本较高的缺陷,这主要是因为许多高浓度有机废水除含有难降解有机物外往往还含有大量可生物降解物质,并且由于氧化剂不能实现选择性氧化,当采用化学氧化法作为前处理时除难降解有机物被氧化外,大量氧化剂被消耗于可生物降解物质上,从而使氧化剂消耗量大大超出实际需要量。In order to reduce operating costs, more and more attention has been paid to the combined process of using chemical oxidation as pre-treatment and biological method as post-treatment. For example, the application number is 200410040058.5, the name is Ultrasonic Catalytic Oxidation-Biological Treatment of Refractory Organic Wastewater, the publication number is CN1594146A invention patent, the application number is 200410022411.7, the name is ozone + biochemical method for treating wastewater containing natural gas antifreeze, publication number It is the invention patent of CN1689992A, the application number is 200310122764.X, the name is organic wastewater treatment process, the publication number is CN1631818A invention patent, the application number is 02136127.4, the name is catalytic oxidation-biochemical combined treatment method and device for refractory organic wastewater, The invention patent with the publication number CN1468816A, the application number is 200610041550.3, the coking wastewater treatment method with the oxidation of tetravalent manganese compound, chemical precipitation and biochemical combination, the invention patent with the publication number CN1927744A, the application number is 03146091.7, the name is a An integrated process and device for oilfield drilling wastewater treatment, the invention patent with the publication number CN1569695A, the application number is 200610034589.2, the multiple combination process for the treatment of high-concentration refractory organic wastewater, the invention patent with the publication number CN101041531A, and the application number It is 03131943.2, the name is high-concentration organic nitrogen compound wastewater treatment system and its treatment process, and the publication number is the invention patent of CN1480412A. They all use chemical oxidation method as pretreatment (including ultrasonic method, ozone method, tetravalent manganese method, iron carbon Micro-electrolysis, Fenton oxidation, etc.), and the aerobic or anaerobic method is used as post-treatment to ensure the quality of effluent water, which reduces the operating cost compared with a single chemical oxidation method. However, this combined process still has the defect of high treatment cost when dealing with many high-concentration organic wastewaters, mainly because many high-concentration organic wastewaters often contain a large amount of biodegradable substances in addition to refractory organic substances, and due to the Selective oxidation cannot be achieved. When chemical oxidation is used as pretreatment, in addition to the oxidation of refractory organic substances, a large amount of oxidants are consumed on biodegradable substances, so that the consumption of oxidants greatly exceeds the actual demand.
针对高浓度有机废水的这一特征,采用生物预处理充分去除可生物降解有机物然后再采用“化学氧化法+生物法”处理无疑是设计最合理的组合工艺,它可以最大限度的降低化学氧化和整个工艺的运行成本。如申请号为200310103223.2,名称为一种高浓度有机废水的处理方法,公开号为CN1611457A的发明专利采用了“厌氧生物滤池-Fenton试剂氧化—接触氧化法”组合工艺,它通过厌氧法充分去除可生物降解有机物,使化学氧化法处理对象基本上是难生物降解有机物,而化学氧化法主要用于提高可生化性,为后续生物处理奠定基础,因而具有最低的化学氧化成本和工艺运行成本。但是,厌氧法作为预处理时仍具有某些不足之处,例如,厌氧微生物对油份的亲和性低,高浓度硫酸盐厌氧产物对产甲烷菌具有较高的毒性,等等,厌氧法的局限性决定了“厌氧法+化学氧化法+生物处理法”组合工艺在高浓度有机废水处理中的应用具有一定的局限性。In view of the characteristics of high-concentration organic wastewater, the use of biological pretreatment to fully remove biodegradable organic matter and then the "chemical oxidation method + biological method" is undoubtedly the most rationally designed combined process, which can minimize chemical oxidation and The operating cost of the entire process. For example, the application number is 200310103223.2, and the name is a treatment method for high-concentration organic wastewater. The invention patent with the publication number CN1611457A adopts the combined process of "anaerobic biological filter-Fenton reagent oxidation-contact oxidation method". Fully remove biodegradable organic matter, so that the target of chemical oxidation treatment is basically refractory biodegradable organic matter, while chemical oxidation method is mainly used to improve biodegradability and lay the foundation for subsequent biological treatment, so it has the lowest chemical oxidation cost and process operation cost. However, the anaerobic method still has some shortcomings when used as a pretreatment, for example, the affinity of anaerobic microorganisms to oil is low, and the anaerobic products with high concentrations of sulfate have higher toxicity to methanogens, etc. , The limitations of the anaerobic method determine that the application of the combined process of "anaerobic method + chemical oxidation method + biological treatment method" in the treatment of high-concentration organic wastewater has certain limitations.
事实上,除厌氧法外,许多以高浓度有机废水为处理对象的生物处理技术早已被开发出来,其中酵母菌处理法和微好氧细菌处理法等新型生物处理技术都能够直接应用于高硫或高油型高浓度有机废水,取得了较好的处理效果,在某些场合可以作为厌氧法的替代技术,应用范围更广。如申请号为200510130318.2,名称为一种处理高浓度有机废水的多级酵母菌低氧处理工艺与方法,公开号为CN1807285A的发明专利,申请号为200510130317.8,名称为针对高浓度有机废水的酵母菌低氧SBR工艺与装置,公开号为CN1807284A的发明专利,申请号为200510123100.4,名称为微氧水解酸化预处理含硫酸盐高浓度有机废水的方法,公开号为CN1803670A的发明专利,以及申请号为200710106974.8,名称为高浓度有机废水微好氧细菌处理方法,公开号为CN101058464A的发明专利等等。其中微好氧细菌处理方法因处理对象(以去除有机物为主,目标废水中无显著量的硝氮或亚硝氮,微生物仅吸收氨氮用于合成细胞物质而不能利用硝氮或亚硝氮)不同区别于兼氧生物处理法(以去除硝氮或亚硝氮为主,目标废水中必须同时存在显著量的硝氮或亚硝氮以及有机物才能发生兼氧反硝化,如申请号为200410034973.3,名称为一种高效废水处理工艺,公开号为CN1689993A发明专利),它以微好氧细菌为处理主体,在微好氧条件下微生物代谢过程完全,能够象好氧处理法一样彻底去除高浓度有机废水中的可生物降解有机物,曝气成本为好氧条件的5%左右甚至更低,节约了运行成本,污泥产率更低,并且与厌氧工艺相比适用范围更广。In fact, in addition to the anaerobic method, many biological treatment technologies targeting high-concentration organic wastewater have already been developed, among which new biological treatment technologies such as yeast treatment and micro-aerobic bacteria treatment can be directly applied to high-concentration organic wastewater. Sulfur or high-oil-type high-concentration organic wastewater has achieved good treatment effects. In some occasions, it can be used as an alternative technology for anaerobic method with a wider range of applications. For example, the application number is 200510130318.2, the name is a multi-stage yeast low-oxygen treatment process and method for high-concentration organic wastewater, the invention patent with the publication number CN1807285A, the application number is 200510130317.8, and the name is Yeast for high-concentration organic wastewater Low-oxygen SBR process and device, the patent of invention with the publication number CN1807284A, the application number is 200510123100.4, the method of microaerobic hydrolysis acidification pretreatment of organic wastewater containing high concentration of sulfate, the patent of invention with the publication number CN1803670A, and the application number is 200710106974.8, titled Microaerobic Bacteria Treatment Method for High Concentration Organic Wastewater, invention patent with publication number CN101058464A, etc. Among them, the treatment method of micro-aerobic bacteria depends on the treatment object (mainly to remove organic matter, there is no significant amount of nitrate nitrogen or nitrite nitrogen in the target wastewater, and microorganisms only absorb ammonia nitrogen for the synthesis of cell matter and cannot utilize nitrate nitrogen or nitrite nitrogen) Different from the facultative biological treatment method (mainly to remove nitrate nitrogen or nitrite nitrogen, there must be a significant amount of nitrate nitrogen or nitrite nitrogen and organic matter in the target wastewater at the same time to allow facultative denitrification to occur. For example, the application number is 200410034973.3, The name is a high-efficiency wastewater treatment process, the publication number is CN1689993A invention patent), it uses micro-aerobic bacteria as the main body of treatment, and the microbial metabolism process is complete under micro-aerobic conditions, which can completely remove high-concentration organic waste like aerobic treatment. For biodegradable organic matter in wastewater, the aeration cost is about 5% or even lower than that of aerobic conditions, which saves operating costs, lowers the sludge yield, and is more applicable than anaerobic processes.
由上述发明专利可以看出,当前废水生物处理技术在处理高浓度有机废水时距离成本—效果兼顾,适应面广的要求还有一定距离,开发一种新型的高浓度有机废水组合处理工艺,并使之能高效、经济、广泛的适应不同类型废水具有非常现实的意义。It can be seen from the above-mentioned invention patents that the current biological wastewater treatment technology has a certain distance from cost-effectiveness in the treatment of high-concentration organic wastewater, and there is still a certain distance to meet the requirements of a wide range of applications. A new type of combined treatment process for high-concentration organic wastewater is developed, and It has very practical significance to make it highly efficient, economical and widely adaptable to different types of wastewater.
发明内容Contents of the invention
本发明针对当前高浓度有机废水中有机物的生物可降解性差异较大这一特点,并根据目前高浓度有机废水处理技术的现状,提供了一种更高效、经济且适应面广的高浓度有机废水“微好氧细菌处理法+化学氧化法+活性污泥法”组合处理工艺。该工艺包括如下三个阶段:首先采用微好氧细菌处理法在微好氧条件下去除绝大多数可生物降解有机物,使化学氧化法处理对象基本上是难生物降解有机物;随后采用化学氧化法提高废水的可生化性,为后续生物处理奠定基础;最后采用活性污泥法作为后处理保障出水水质。该工艺针对高浓度有机废水中有机物可生物降解程度的差异进行阶段性降解,并将微好氧细菌处理法运用于组合工艺的预处理,最大程度地降低了化学氧化法的运行成本,使整个组合工艺的设计趋于合理,具有去除效率高、适用范围广的特点。The present invention aims at the characteristic that the biodegradability of organic substances in the current high-concentration organic wastewater is quite different, and according to the current status of high-concentration organic wastewater treatment technology, it provides a more efficient, economical and widely applicable high-concentration organic wastewater. Wastewater "micro-aerobic bacterial treatment method + chemical oxidation method + activated sludge method" combined treatment process. The process includes the following three stages: first, micro-aerobic bacterial treatment is used to remove most of the biodegradable organic matter under micro-aerobic conditions, so that the chemical oxidation method basically treats difficult biodegradable organic matter; Improve the biodegradability of wastewater and lay the foundation for subsequent biological treatment; finally, the activated sludge method is used as post-treatment to ensure the quality of effluent water. The process degrades the differences in the biodegradability of organic matter in high-concentration organic wastewater in stages, and applies the micro-aerobic bacteria treatment method to the pretreatment of the combined process, which minimizes the operating cost of the chemical oxidation method and makes the whole process The design of the combined process tends to be reasonable, and it has the characteristics of high removal efficiency and wide application range.
本发明的特征在于所述一种高浓度有机废水组合处理工艺针对高浓度有机废水中有机物的生物可降解性差异开展高浓度有机物的阶段性去除,废水中绝大多数可生物降解有机物首先通过低运行成本的微好氧细菌处理法得以去除,使第一阶段出水中残留有机成分主要是难生物降解有机物,然后根据废水水质特点采用合适的化学氧化法(如超声法、臭氧法、Fenton氧化法等)提高废水的可生化性,并采用活性污泥法作为后处理保障出水水质,最大限度地节省了化学氧化的运行成本,满足了高浓度有机废水处理中成本—效果兼顾、适应面广的要求。The present invention is characterized in that the combined treatment process for high-concentration organic wastewater carries out phased removal of high-concentration organic substances based on the differences in biodegradability of organic substances in high-concentration organic wastewater, and most of the biodegradable organic substances in the wastewater are first passed through low The micro-aerobic bacterial treatment method of operating costs can be removed, so that the residual organic components in the first stage of the effluent are mainly refractory organic matter, and then appropriate chemical oxidation methods (such as ultrasonic method, ozone method, Fenton oxidation method) are used according to the characteristics of wastewater quality etc.) to improve the biodegradability of wastewater, and adopt the activated sludge method as a post-treatment to ensure the quality of effluent water, which saves the operating cost of chemical oxidation to the greatest extent, and meets the requirements of both cost and effect and wide adaptability in the treatment of high-concentration organic wastewater Require.
本发明的特征还在于所述一种高浓度有机废水组合处理工艺采用微好氧细菌处理法作为前处理,在微好氧条件下,利用微好氧细菌的选择性优势进行TCA循环,高效分解高浓度有机废水中的生物易降解有机物,代谢过程完全、彻底,BOD去除率可达95%以上。The present invention is also characterized in that the high-concentration organic wastewater combined treatment process adopts micro-aerobic bacteria treatment method as pretreatment, and under micro-aerobic conditions, the selective advantage of micro-aerobic bacteria is used to carry out TCA cycle and efficiently decompose The biodegradable organic matter in high-concentration organic wastewater has a complete and thorough metabolic process, and the BOD removal rate can reach more than 95%.
本发明的目的在于提供一种应用范围广、去除效率高的高浓度有机废水处理工艺,以解决现有工艺的不足。与现有技术相比本发明专利具有以下优点:The object of the present invention is to provide a high-concentration organic wastewater treatment process with wide application range and high removal efficiency, so as to solve the shortcomings of the existing process. Compared with the prior art, the invention patent has the following advantages:
(1)工艺设计合理,运行费用低:针对高浓度有机废水中有机物的生物可降解性差异开展高浓度有机物的阶段性去除,最大程度降低了化学氧化的运行成本。同时,本工艺采用微好氧细菌法充分去除可生物降解有机物,能够象好氧处理法一样彻底去除高浓度有机废水中的可生物降解有机物,而曝气成本为仅为好氧条件的5%左右甚至更低。该组合工艺满足了高浓度有机废水处理中成本—效果兼顾、运行费用低的要求。(1) The process design is reasonable and the operating cost is low: according to the difference in the biodegradability of organic matter in high-concentration organic wastewater, the staged removal of high-concentration organic matter is carried out, which minimizes the operating cost of chemical oxidation. At the same time, this process uses micro-aerobic bacteria method to fully remove biodegradable organic matter, which can completely remove biodegradable organic matter in high-concentration organic wastewater like aerobic treatment, and the cost of aeration is only 5% of aerobic conditions or so or even lower. The combined process meets the requirements of both cost and effect and low operating cost in the treatment of high-concentration organic wastewater.
(2)适用范围广:本发明适用于包括高油、高硫、高氨在内的不同类型的高浓度有机废水。(2) Wide application range: the present invention is applicable to different types of high-concentration organic wastewater including high oil, high sulfur and high ammonia.
(3)有机物去除率高:废水经该工艺处理后COD去除率高达99%。(3) High removal rate of organic matters: The removal rate of COD after wastewater treatment by this process is as high as 99%.
(4)污泥产量低:本发明采用微好氧细菌法作为前处理可以降解高浓度有机废水中绝大多数可生物降解物质,该阶段所产生的污泥量占整个工艺的绝大部分,低于同样条件下的好氧法处理,接近厌氧法处理。(4) low sludge output: the present invention adopts the micro-aerobic bacteria method as pretreatment and can degrade most of the biodegradable substances in high-concentration organic wastewater, and the sludge amount produced at this stage accounts for the vast majority of the whole process. Lower than the aerobic treatment under the same conditions, close to the anaerobic treatment.
附图说明Description of drawings
附图给出了本发明的工艺流程图。Accompanying drawing has provided process flow chart of the present invention.
其中1微好氧反应器 2为沉淀池 3为化学氧化池(塔)Among them, 1 micro-aerobic reactor 2 is sedimentation tank 3 is chemical oxidation tank (tower)
4为中间池 5为活性污泥池 6为二沉池4 is the intermediate tank 5 is the activated sludge tank 6 is the secondary sedimentation tank
具体实施方式Detailed ways
以下结合附图详细说明本发明的工作原理和实施方式The working principle and implementation mode of the present invention will be described in detail below in conjunction with the accompanying drawings
本发明所述一种高浓度有机废水组合处理工艺充分结合了化学和生物处理的优势,强化高浓度有机物的阶段性去除效果,如图1所示,废水进入1微好氧反应器,混合液经2沉淀池沉淀后上清液进入3化学氧化池(塔),氧化后混合物流入4中间池,中间池出水进入5活性污泥池,混合液经6二沉池沉淀去除悬浮固体后达标排放,部分6二沉池底部污泥返回5活性污泥池。A high-concentration organic wastewater combined treatment process of the present invention fully combines the advantages of chemical and biological treatment, and strengthens the staged removal effect of high-concentration organic matter. As shown in Figure 1, the wastewater enters a micro-aerobic reactor, and the mixed liquid After sedimentation in the 2nd sedimentation tank, the supernatant enters the 3rd chemical oxidation tank (tower), and the oxidized mixture flows into the 4th intermediate tank, and the effluent from the intermediate tank enters the 5th activated sludge tank, and the mixed solution is settled in the 6th secondary sedimentation tank to remove suspended solids and then discharged up to standard , part of the sludge at the bottom of the secondary settling tank in 6 returns to the activated sludge tank in 5.
实施例1Example 1
某高硫发酵工业废水,其水质特征如表1所示,本发明在微好氧反应器中接种微好氧细菌并进行批量培养,当MLSS达到8g/L后直接通入未经稀释的该发酵废水开始连续处理,控制反应器内溶氧含量在0-0.5mg/L之间,水力停留时间3d,混合液经沉淀池沉淀后上清液通过臭氧发生器氧化,臭氧与废水接触时间为60~120min,经臭氧氧化后废水通过中间池后进入活性污泥池,反应区温度为常温,控制水力停留时间10h,溶解氧浓度大于2mg/L,污泥浓度3g/L,污泥停留时间12d,污泥40%回流,活性污泥池出水经二沉池沉淀去除悬浮固体后达标排放。各项出水指标如表1所示A certain high-sulfur fermented industrial waste water, its water quality characteristics are as shown in table 1, the present invention inoculates micro-aerobic bacteria in the micro-aerobic reactor and carries out batch culture, when MLSS reaches 8g/L, directly pass into this undiluted The fermentation waste water starts to be treated continuously, the dissolved oxygen content in the reactor is controlled between 0-0.5 mg/L, and the hydraulic retention time is 3 days. 60-120 minutes, after ozone oxidation, the wastewater enters the activated sludge tank after passing through the intermediate tank. On the 12th day, 40% of the sludge was refluxed, and the effluent from the activated sludge tank was settled in the secondary settling tank to remove suspended solids and then discharged up to the standard. The water output indicators are shown in Table 1.
表1 某发酵工业废水经本发明组合工艺处理前后的指标值Table 1 The index values before and after a certain fermentation industrial wastewater is treated by the combined process of the present invention
实施例2Example 2
某食品加工废水,其水质特征如表2所示,首先在微好氧反应器中接种微好氧细菌并进行批量培养,当MLSS达到4g/L后直接通入未经稀释的该发酵废水开始连续处理,控制反应器内溶氧含量在0-0.5mg/L之间,水力停留时间3d,混合液经沉淀池沉淀后上清液进入Fenton试剂氧化反应器,按照H2O2/COD(W/W)=4.0、Fe2+/H2O2(W/W)=0.08的比例加入Fe2+和H2O2,反应130min后进入中间池,中间池出水(pH为7.5)进入活性污泥池,反应区温度为常温,水力停留时间10h,溶解氧浓度大于2mg/L,污泥浓度3g/L,污泥停留时间10d,污泥20%回流,活性污泥池出水经二沉池沉淀去除悬浮固体后达标排放。各项出水指标如表2所示The water quality characteristics of a certain food processing wastewater are shown in Table 2. First, microaerobic bacteria were inoculated in a microaerobic reactor and cultured in batches. When the MLSS reached 4g/L, the undiluted fermentation wastewater was directly introduced into Continuous treatment, control the dissolved oxygen content in the reactor between 0-0.5mg/L, the hydraulic retention time is 3d, the supernatant after the mixed solution is precipitated in the sedimentation tank enters the Fenton reagent oxidation reactor, according to H 2 O 2 /COD ( Add Fe 2+ and H 2 O 2 at a ratio of W/W)=4.0, Fe 2+ /H 2 O 2 ( W / W)=0.08, react for 130 minutes and enter the intermediate pool, and the water from the intermediate pool (pH 7.5) enters Activated sludge tank, the temperature of the reaction zone is normal temperature, the hydraulic retention time is 10h, the dissolved oxygen concentration is greater than 2mg/L, the sludge concentration is 3g/L, the sludge residence time is 10d, the sludge is refluxed at 20%, and the effluent of the activated sludge tank is passed through two The sedimentation tank removes suspended solids and discharges up to the standard. The water output indicators are shown in Table 2.
表2 某食品加工废水经本发明组合工艺处理前后的指标值Table 2 The index value before and after a certain food processing wastewater is treated by the combined process of the present invention
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Publication number | Priority date | Publication date | Assignee | Title |
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CN1803670A (en) * | 2005-12-15 | 2006-07-19 | 南京大学 | Method for pretreatment of sulphate-contained high concentration organic wastewater by micro-aerobic hydrolysis and acidification |
CN1994936A (en) * | 2006-12-05 | 2007-07-11 | 南开大学 | Method for processing and resuing carbinol waste water for circulated cooling water |
CN101058464A (en) * | 2007-05-16 | 2007-10-24 | 北京师范大学 | Micro-aerobic bacteria treatment method for high concentrated organic wastewater |
CN101311131A (en) * | 2007-05-23 | 2008-11-26 | 中国科学院沈阳应用生态研究所 | Sewage handling method and uses thereof |
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CN1994936A (en) * | 2006-12-05 | 2007-07-11 | 南开大学 | Method for processing and resuing carbinol waste water for circulated cooling water |
CN101058464A (en) * | 2007-05-16 | 2007-10-24 | 北京师范大学 | Micro-aerobic bacteria treatment method for high concentrated organic wastewater |
CN101311131A (en) * | 2007-05-23 | 2008-11-26 | 中国科学院沈阳应用生态研究所 | Sewage handling method and uses thereof |
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