CN103641275B - The treatment process of brewing industry sewage and equipment - Google Patents
The treatment process of brewing industry sewage and equipment Download PDFInfo
- Publication number
- CN103641275B CN103641275B CN201310678020.XA CN201310678020A CN103641275B CN 103641275 B CN103641275 B CN 103641275B CN 201310678020 A CN201310678020 A CN 201310678020A CN 103641275 B CN103641275 B CN 103641275B
- Authority
- CN
- China
- Prior art keywords
- sewage
- ultrasonic
- pond
- treatment
- beer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Treatment Of Water By Oxidation Or Reduction (AREA)
Abstract
一种啤酒工业污水的处理方法和设备,处理方法包括预处理和后续处理两个步骤:所述的预处理:是首先对啤酒工业污水进行芬顿反应,使得啤酒工业污水降解有机物,然后进行超声破碎,分解为小分子物质;所述的芬顿反应条件是:pH?1.5-4.5,H2O2的投加量50-200ml/m3,Fe2+的投加量50-100g/m3,反应时间为0.5-2.0h,反应温度为50-70℃,所述的超声辐照的功率为0.1-0.3kw,超声时间为10-50min;所述的后续处理包括酸碱调节、曝气氧化、澄清和生物降解。本发明啤酒工业污水的处理采用了芬顿反应和超声辐照加上酸碱调节、曝气氧化、澄清和生物降解综合处理,使得处理后的废水不仅达到排放标准,还可以用于生产过程。
A treatment method and equipment for beer industrial sewage, the treatment method includes two steps of pretreatment and subsequent treatment: the pretreatment is to first perform Fenton reaction on the beer industrial sewage to degrade organic matter in the beer industrial sewage, and then perform ultrasonic Broken and decomposed into small molecular substances; the Fenton reaction conditions are: pH? 1.5-4.5, the dosage of H 2 O 2 is 50-200ml/m 3 , the dosage of Fe 2+ is 50-100g/m 3 , the reaction time is 0.5-2.0h, and the reaction temperature is 50-70℃. The power of the ultrasonic irradiation is 0.1-0.3kw, and the ultrasonic time is 10-50min; the subsequent treatment includes acid-base adjustment, aeration oxidation, clarification and biodegradation. The treatment of beer industry sewage in the present invention adopts Fenton reaction and ultrasonic irradiation plus comprehensive treatment of acid-base adjustment, aeration oxidation, clarification and biodegradation, so that the treated wastewater not only meets the discharge standard, but also can be used in the production process.
Description
技术领域 technical field
本发明涉及一种食品工业处理技术领域,特别是涉及啤酒工业污水的处理方法。 The invention relates to the technical field of food industry treatment, in particular to a treatment method for brewery industrial sewage.
背景技术 Background technique
随着工业经济的快速发展,人们的生活水平不断的提高,啤酒早已成为人们餐桌上的常客。啤酒以清凉、甘洌、略带苦味的口感,吸引着越来越多的人对它的喜爱。这使啤酒工业得到了迅猛的发展,并使我国成为啤酒产量第一大国。2012年中国啤酒行业产量4902万千升,同比增长3.1%。啤酒工业迅猛发展,产生巨大经济效益的同时,也产生了大量的污水污泥。据中国国际啤酒网报道,即使我国已经加大啤酒污水治理的力度,但啤酒工业废水年排放总量仍有2.1亿吨之多,啤酒工业废水的排放使得很多城市不堪重负,常规治理费用也越来越高,所以目前啤酒工业废水如何处理总是环保工作者的研究课题。 With the rapid development of the industrial economy and the continuous improvement of people's living standards, beer has long been a frequent visitor on people's tables. With its cool, sweet and slightly bitter taste, beer attracts more and more people to love it. This has enabled the beer industry to develop rapidly and made my country the largest country in beer production. In 2012, the output of China's beer industry was 49.02 million kiloliters, a year-on-year increase of 3.1%. The rapid development of the beer industry has produced huge economic benefits, but also produced a large amount of sewage sludge. According to China International Beer Network, even though my country has stepped up efforts to treat beer wastewater, the total annual discharge of wastewater from the beer industry is still as much as 210 million tons. Therefore, how to deal with beer industry wastewater is always a research topic for environmental protection workers.
目前公开文献报道的啤酒工业废水处理有生化和物化相结合为主,常见的有以下三种方式,1、直接好氧法;2、水解酸化法加后续处理法;3、UASB反应器处理法。我们还检索到以下相关的文献: At present, the beer industry wastewater treatment reported in the public literature is mainly based on the combination of biochemistry and physicochemistry. The following three methods are common, 1. Direct aerobic method; 2. Hydrolysis acidification method plus subsequent treatment method; 3. UASB reactor treatment method . We also retrieved the following related literature:
1、中国专利,一种啤酒工业废水的处理方法,申请号:CN200810064382.9申请日:2008.04.25公开(公告)号:CN101265002公开(公告)日:2008.09.17申请(专利权)人:哈尔滨工业大学;摘要:一种啤酒工业废水的处理方法,它涉及一种废水的处理方法。本发明解决了现有啤酒工业废水的处理方法存在COD去除率低、剩余污泥产量大的缺陷。本发明啤酒工业废水的处理方法按如下步骤进行:1.水解;2.调节pH值和温度;3.一级外循环厌氧反应;4.二级外循环厌氧反应;即得到处理好的废水。本发明的方法处理过的啤酒废水COD去除率可达85%~95%,比现有技术处理啤酒废水的剩余污泥产量减少了40%~70%。 1. Chinese patent, a treatment method for beer industry wastewater, application number: CN200810064382.9 application date: 2008.04.25 publication (announcement) number: CN101265002 publication (announcement) date: 2008.09.17 applicant (patent right) person: Harbin Industrial University; Abstract: A treatment method for beer industry wastewater, which relates to a treatment method for wastewater. The invention solves the defects of low COD removal rate and large excess sludge output in the existing beer industrial wastewater treatment method. The processing method of beer industry waste water of the present invention is carried out according to the following steps: 1. hydrolysis; 2. adjust pH value and temperature; 3. primary external circulation anaerobic reaction; 4. secondary external circulation anaerobic reaction; waste water. The COD removal rate of the beer wastewater treated by the method of the invention can reach 85%-95%, and the remaining sludge output of the beer wastewater treated by the method of the present invention is reduced by 40%-70%.
2、中国专利,啤酒工业废水处理中厌氧颗粒污泥的保存装置及方法,申请日:2008.04.28,申请号:CN200810064394.1,公开(公告)号:CN101264977,公开(公告)日:2008.09.17申请(专利权)人:哈尔滨工业大学;摘要:啤酒工业废水处理中厌氧颗粒污泥的保存装置及方法,它涉及一种厌氧颗粒污泥的保存装置及方法。解决了目前的厌氧颗粒污泥菌种的保存技术工艺复杂、成本高并且降低了原有颗粒污泥的处理专属性,投加到目标厌氧设备中的厌氧颗粒活性污泥的死亡率高,活性大大降低的问题。该发明的装置的进泥管的出泥口与罐顶部的进泥口连通,罐底部的出泥口与出泥管的进泥口连通。保存方法如下:将啤酒废水处理过程中厌氧颗粒污泥储存在厌氧颗粒污泥保存装置中,通入营养液保存。本发明装置的结构简单、占地面积小、使用方式灵活。本发明方法具有保留了颗粒污泥的处理专属性和原有活性、存活率高、工艺简单、成本低的优点,并可工厂化批量生产,且使用方便。 2. Chinese patent, storage device and method for anaerobic granular sludge in beer industry wastewater treatment, application date: 2008.04.28, application number: CN200810064394.1, publication (announcement) number: CN101264977, publication (announcement) date: 2008.09 .17 Applicant (patent right): Harbin Institute of Technology; Abstract: An anaerobic granular sludge storage device and method in beer industry wastewater treatment, which relates to a storage device and method for anaerobic granular sludge. It solves the problem that the current preservation technology of anaerobic granular sludge strains has complicated process, high cost and reduces the treatment specificity of the original granular sludge, and the mortality rate of the anaerobic granular activated sludge added to the target anaerobic equipment High, the problem of greatly reduced activity. The mud outlet of the mud inlet pipe of the device of the invention communicates with the mud inlet at the top of the tank, and the mud outlet at the bottom of the tank communicates with the mud inlet of the mud outlet pipe. The storage method is as follows: store the anaerobic granular sludge in the anaerobic granular sludge storage device in the beer wastewater treatment process, and pass it into the nutrient solution for storage. The device of the invention has the advantages of simple structure, small occupied area and flexible use mode. The method of the invention has the advantages of retaining the treatment specificity and original activity of the granular sludge, high survival rate, simple process and low cost, and can be mass-produced in a factory, and is convenient to use.
3、中国专利,一种处理低磷啤酒废水的方法申请号:CN201110328558.9申请日:2011.10.26,公开(公告)号:CN102502948A,公开(公告)日:2012.06.20申请(专利权)人:沈阳建筑大学;摘要:针对低磷啤酒综合废水,即水中有机物和总磷含量的质量比C/P在800-1500的废水处理提出解决方案。通过调整处理系统的运行参数,控制生化处理系统污泥浓度在6000-10000mg/L,水力停留时间为8-15小时,水中的溶解氧浓度(DO)为0.5-2.8mg/L。可保证少量的磷在微生物的生化活动中得到充分利用,保证了啤酒废水处理设施的稳定运行,处理后出水可达到国家规定的相关标准。 3. Chinese patent, a method for treating low-phosphorus beer wastewater Application number: CN201110328558.9 Application date: 2011.10.26, publication (announcement) number: CN102502948A, publication (announcement) date: 2012.06.20 Applicant (patent right) :Shenyang Jianzhu University;Abstract:Propose a solution for low-phosphorus beer comprehensive wastewater, that is, the wastewater treatment in which the mass ratio C/P of organic matter and total phosphorus content in water is 800-1500. By adjusting the operating parameters of the treatment system, the sludge concentration of the biochemical treatment system is controlled at 6000-10000mg/L, the hydraulic retention time is 8-15 hours, and the dissolved oxygen concentration (DO) in the water is 0.5-2.8mg/L. It can ensure that a small amount of phosphorus can be fully utilized in the biochemical activities of microorganisms, ensuring the stable operation of beer wastewater treatment facilities, and the effluent after treatment can meet the relevant standards stipulated by the state.
4、中国专利,活性污泥法处理啤酒废水的方法,申请号:CN03139929.0公开(公告)号:CN1482077,公开(公告)日:2004.03.17申请(专利权)人:华南环境科技开发公司;摘要:一种活性污泥法处理啤酒废水的方法,包括如下步骤:(1)厌氧反应:啤酒废水从水箱进入厌氧折流板反应器,控制厌氧折流板反应器中溶解氧(DO)浓度为零,厌氧反应24小时;(2)进行兼氧/好氧反应8小时;实现在一个反应装置内去除啤酒废水中较高浓度的有机物及氨氮、总磷。 4. Chinese patent, method for treating beer wastewater by activated sludge method, application number: CN03139929.0 publication (announcement) number: CN1482077, publication (announcement) date: 2004.03.17 applicant (patent right) person: South China Environmental Science and Technology Development Company ;Abstract: A kind of activated sludge method is processed the method for beer waste water, comprises the following steps: (1) anaerobic reaction: beer waste water enters anaerobic baffle reactor from water tank, controls dissolved oxygen in anaerobic baffle reactor (DO) concentration is zero, anaerobic reaction for 24 hours; (2) facultative/aerobic reaction for 8 hours; realize the removal of higher concentration organic matter, ammonia nitrogen and total phosphorus in beer wastewater in one reaction device.
5、中国专利,啤酒废弃物生化利用的预处理方法,申请号:CN201110094439.1公开(公告)号:CN102212479A,公开(公告)日:2011.10.12申请(专利权)人:福建农林大学;摘要:一种啤酒废弃物生化利用的预处理方法,包括啤酒废水、污泥、废的新鲜的啤酒酵母泥的单独或混合物采用臭氧破壁、消毒处理,以增加菌体内容物营养物质的浸出。臭氧通入量为0.3-0.8g臭氧/g啤酒废弃物的干物质,经臭氧处理后的样品于121℃高压蒸汽灭菌45min即可用于微生物的发酵培养。经过上述预处理后,营养成份释放率大幅度提高,培养基的氨基氮含量提高4-5倍,氨基氮收得率为3-5%,作为培养基对微生物的培养十分有利。 5. Chinese patent, pretreatment method for biochemical utilization of beer waste, application number: CN201110094439.1 publication (announcement) number: CN102212479A, publication (announcement) date: 2011.10.12 applicant (patent) person: Fujian Agriculture and Forestry University; abstract A kind of pretreatment method of biochemical utilization of beer waste, comprising the single or mixture of beer waste water, sludge, waste fresh beer yeast mud adopts ozone wall breaking, disinfection treatment, to increase the leaching of thalline content nutrients. The amount of ozone introduced is 0.3-0.8g ozone/g dry matter of beer waste, and the samples after ozone treatment can be used for fermentation and cultivation of microorganisms after being sterilized by high-pressure steam at 121°C for 45 minutes. After the above pretreatment, the release rate of nutrients is greatly improved, the amino nitrogen content of the medium is increased by 4-5 times, and the yield of amino nitrogen is 3-5%, which is very beneficial to the cultivation of microorganisms as a medium.
7、中国专利,一种啤酒生产废水处理系统,申请号:CN201120022892.7,公开(公告)号:CN201990574U公开(公告)日:2011.09.28申请(专利权)人:厦门绿动力环境治理工程有限公司;摘要:一种啤酒生产废水处理系统,其特征在于包括:低浓度废水预处理装置和高浓度废水预处理装置,所述的低浓度废水处理装置与高浓度废水预处理装置都通过管道与SBR反应池相连,所述的SBR反应池与污泥浓缩池、污泥脱水间相连,所述的污泥浓缩池上还有一根上清液管道与SBR反应池相连。本实用新型装置通过将UASB和SBR两种处理单元进行组合,所形成的处理工艺突出了各自处理单元的优点,使处理流程简洁,节省了运行费用,而把UASB作为整个废水达标排放的一个预处理单元,在降低废水浓度的同时,可回收所产沼气作为能源利用。 7. Chinese patent, a beer production wastewater treatment system, application number: CN201120022892.7, publication (announcement) number: CN201990574U publication (announcement) date: 2011.09.28 applicant (patent) person: Xiamen Green Power Environmental Treatment Engineering Co., Ltd. Company; Abstract: A beer production wastewater treatment system is characterized in that it includes: a low concentration wastewater pretreatment device and a high concentration wastewater pretreatment device, and the low concentration wastewater treatment device and the high concentration wastewater pretreatment device are connected through pipelines The SBR reaction tank is connected, and the SBR reaction tank is connected with the sludge concentration tank and the sludge dehydration room, and a supernatant liquid pipeline is connected with the SBR reaction tank on the sludge concentration tank. The utility model combines UASB and SBR two treatment units, and the formed treatment process highlights the advantages of each treatment unit, makes the treatment process simple, saves operating costs, and uses UASB as a pre-test for the discharge of the entire wastewater. The treatment unit, while reducing the concentration of wastewater, can recycle the produced biogas as energy.
芬顿反应(Fenton)是一种废水氧化技术,主要在污水中加入Fe2SO4和H2O2,通过Fe2+与H2O2的反应,产生强氧化剂羟基自由基,将大分子难降解有机物分解为小分子物质,去除废水中的COD和SS。Fenton氧化技术是一种有效的废水预处理技术 Fenton reaction (Fenton) is a wastewater oxidation technology, mainly adding Fe 2 SO 4 and H 2 O 2 to the wastewater, through the reaction of Fe 2+ and H 2 O 2 , a strong oxidant hydroxyl radical is generated, and the macromolecule Refractory organic matter is decomposed into small molecular substances, and COD and SS in wastewater are removed. Fenton oxidation technology is an effective wastewater pretreatment technology
但公开文献未见有采用超声联合芬顿反应氧化处理啤酒废水的报道。 However, there is no report in the public literature on the oxidation treatment of beer wastewater by ultrasonic combined with Fenton reaction.
发明内容 Contents of the invention
本发明的目的是为了去除啤酒工业废水中的COD和SS,使处理后的中水得以回用,减少废水的排放而提出一种利用超声波联合Fenton氧化预处理技术。 The purpose of the present invention is to propose a combined Fenton oxidation pretreatment technology using ultrasonic waves in order to remove COD and SS in beer industry wastewater, so that the treated reclaimed water can be reused, and the discharge of wastewater can be reduced.
本发明的啤酒工业废水处理方法包括预处理和后续处理两个步骤: Beer industry wastewater treatment method of the present invention comprises pretreatment and follow-up treatment two steps:
所述的预处理:是首先对啤酒工业污水进行芬顿反应,使得啤酒工业污水降解有机物,然后进行超声破碎,分解为小分子物质;所述的芬顿反应条件是:pH1.5-4.5,H2O2的投加量50-200ml/m3,Fe2+的投加量50-100g/m3,反应时间为0.5-2.0h,反应温度为50-70℃,所述的超声辐照的功率为0.1-0.3kw,超声时间为10-50min;所述的后续处理包括酸碱调节、曝气氧化、澄清和生物降解。 The said pretreatment is to first carry out the Fenton reaction on the beer industrial sewage, so that the organic matter of the beer industrial sewage is degraded, and then perform ultrasonic crushing to decompose into small molecular substances; the described Fenton reaction conditions are: pH1.5-4.5, The dosage of H 2 O 2 is 50-200ml/m 3 , the dosage of Fe 2+ is 50-100g/m 3 , the reaction time is 0.5-2.0h, and the reaction temperature is 50-70℃. The power of the irradiation is 0.1-0.3kw, and the ultrasonic time is 10-50min; the subsequent treatment includes acid-base adjustment, aeration oxidation, clarification and biodegradation.
所述的芬顿反应是将啤酒工业污水加入酸调节剂,调节污水的pH为1.5-4.5;酸调节剂是硫酸或盐酸。 In the Fenton reaction, the beer industrial sewage is added to an acid regulator to adjust the pH of the sewage to 1.5-4.5; the acid regulator is sulfuric acid or hydrochloric acid.
所述的后续处理包括酸碱调节、曝气氧化、澄清和生物降解。 The subsequent treatment includes acid-base adjustment, aeration oxidation, clarification and biodegradation.
所述的后续处理中,酸碱调节是将啤酒工业污水用氢氧化钠或石灰调节pH到5以上; In the described follow-up treatment, the acid-base adjustment is to adjust the pH of the brewery industrial sewage to more than 5 with sodium hydroxide or lime;
所述的后续处理中,所述的曝气氧化是将污水放到曝气池中通入足量的空气;氧化时间为1-3天。 In the subsequent treatment, the aeration oxidation is to put the sewage into the aeration tank and let in enough air; the oxidation time is 1-3 days.
所述的澄清是在曝气氧化后加入絮凝剂,絮凝剂加入量为10-50ppm;所述的絮凝剂为聚丙烯酰胺。 The clarification is to add a flocculant after aeration and oxidation, and the amount of the flocculant added is 10-50ppm; the flocculant is polyacrylamide.
所述的生物降解是将基本澄清的污水通到有水生植物的池子里停留时间2天以上。 The biodegradation is to pass the basically clarified sewage into the pool with aquatic plants and stay for more than 2 days.
如果污水有泡沫,加入消泡剂,所述的消泡剂为蔗糖酯。 If the sewage has foam, add a defoamer, and the defoamer is sucrose ester.
生物降解后得到的水可以用于啤酒生产的冷却用水或进厂的啤酒瓶第一次清洗水。 The water obtained after biodegradation can be used as cooling water for beer production or for the first cleaning of beer bottles entering the factory.
本发明的啤酒工业废水处理方法采用的设备包括芬顿反应器、超声波池、超声波换能器、超声波发生器、曝气氧化池、曝气装置、空压机、澄清池和生物降解池;所述的芬顿反应器安装在超声波池的前面,设有啤酒污水污泥入口管和反应后的液体出口管,超声波池里面安装有超声波换能器,超声波换能器的声能由超声波发生器提供;超声波池出口接曝气氧化池,曝气氧化池内安装曝气装置,气体由空压机提供;曝气氧化池后接澄清池和生物降解池,澄清池加入絮凝剂或消泡剂,生物降解池是种植水生植物的池子。 The equipment used in the beer industry wastewater treatment method of the present invention comprises a Fenton reactor, an ultrasonic tank, an ultrasonic transducer, an ultrasonic generator, an aeration oxidation tank, an aeration device, an air compressor, a clarifier tank and a biodegradation tank; The Fenton reactor described above is installed in front of the ultrasonic pool, and is provided with a beer sewage sludge inlet pipe and a liquid outlet pipe after reaction. An ultrasonic transducer is installed in the ultrasonic pool, and the sound energy of the ultrasonic transducer is generated by the ultrasonic generator. Provide; the outlet of the ultrasonic tank is connected to the aeration oxidation tank, and an aeration device is installed in the aeration oxidation tank, and the gas is provided by an air compressor; the aeration oxidation tank is connected to a clarification tank and a biodegradation tank, and a flocculant or defoamer is added to the clarification tank. Biodegradation ponds are ponds for planting aquatic plants.
本发明的原理: Principle of the present invention:
芬顿试剂在污水处理中过去有一些报道,就是加Fe2SO4和H2O2,过氧化氢(H2O2)与二价铁离子Fe2+的混合溶液具有强氧化性,可以将当时很多已知的有机化合物如羧酸、醇、酯类氧化为无机态,氧化效果十分明显,亚铁盐和过氧化氢的组合称为Fenton试剂,它能有效氧化去除传统废水处理技术无法去除的难降解有机物,其实质是H2O2在Fe2+的催化作用下生成具有高反应活性的羟基自由基(·OH),·OH可与大多数有机物作用使其降解。 Fenton’s reagent has some reports in the past in sewage treatment, that is, adding Fe 2 SO 4 and H 2 O 2 , the mixed solution of hydrogen peroxide (H 2 O 2 ) and ferrous ion Fe 2+ has strong oxidizing properties and can It oxidized many known organic compounds such as carboxylic acids, alcohols, and esters into inorganic states at that time, and the oxidation effect was very obvious. The combination of ferrous salt and hydrogen peroxide is called Fenton’s reagent, which can effectively oxidize and remove the pollutants that cannot be obtained by traditional wastewater treatment technologies. The essence of the refractory organic matter to be removed is that H 2 O 2 generates highly reactive hydroxyl radicals (·OH) under the catalysis of Fe 2+ , and ·OH can interact with most organic matters to degrade them.
超声波是频率高于20kHz,并且不引起听觉的弹性波。超声波的空化效应、热效应和机械作用是超声技术用于加速药酒泡制过程的三大理论依据。(1)空化作用。液体中往往存在一些真空的或含有少量气体或蒸汽的小气泡,这些小气泡尺寸不一。当一定频率的超声波作用于液体时,只有尺寸适宜的小泡能发生共振现象,大于共振尺寸的小泡被驱出液体外,小于共振尺寸的小泡在超声作用下逐渐变大。接近共振尺寸时,声波的稀疏阶段使小泡迅速胀大,在声波的压缩阶段,小泡又突然被绝热压缩,直至湮灭。湮灭过程中,小泡内部可达几千度的高温和几千个大气压的高压。上述现象称为空化现象。在小泡胀大时,由于摩擦可产生电荷,在湮灭过程中可产生放电、发光现象。超声波可以使常温常压不能发生的化学反应在空化作用下发生,可以使污泥的细胞破裂,加速分解。(2)热效应。超声波在媒质中传播,其振动能量不断被媒质吸收转变为热能而使自身温度升高。声能被吸收可引起媒质中的整体加热,边界外的局部加热和空化形成激波时波前处的局部加热等。超声波的强度愈大,产生的热作用愈强。这种局部的加热效果可以加速药材中有效成份的溶解。(3)机械作用。超声波是机械振动能量的传播,可在液体中形成有效的搅动与流动,破坏介质的结构,粉碎液体中的颗粒,能达到普通低频机械搅动达不到的效果。这种机械搅拌作用可以使液体浓度扩散,加速有效成份浸出。除此之外,还发现超声波可激活某些酶与细胞参与的生理化学过程,提高酶加速细胞新陈代谢过程。在超声过程中产生及打破波动压力所生成的微小气泡而产生的机械振动机制,这种振动具有破坏细胞结构及组成作用。对非均相界面会因超声波振动的切向力和微射流等作用而使固相颗粒或板块破碎变细,从而可起到清除污垢的作用,超声有很强的杀菌保鲜效果。 Ultrasound is an elastic wave with a frequency higher than 20 kHz and does not cause hearing. The cavitation effect, thermal effect and mechanical action of ultrasonic waves are the three theoretical basis for ultrasonic technology to accelerate the brewing process of medicinal wine. (1) Cavitation. There are often some vacuum or small bubbles containing a small amount of gas or vapor in the liquid, and these small bubbles are of different sizes. When a certain frequency of ultrasonic waves acts on the liquid, only small bubbles with a suitable size can resonate, small bubbles larger than the resonance size are driven out of the liquid, and small bubbles smaller than the resonance size gradually become larger under the action of ultrasound. When approaching the resonant size, the sparse stage of the sound wave makes the small bubble expand rapidly, and in the compression stage of the sound wave, the small bubble is suddenly compressed adiabatically until it is annihilated. During the annihilation process, the inside of the vesicle can reach a high temperature of several thousand degrees and a high pressure of several thousand atmospheres. The above phenomenon is called cavitation phenomenon. When the vesicles expand, charges can be generated due to friction, and discharge and light emission can occur during the annihilation process. Ultrasonic waves can cause chemical reactions that cannot occur under normal temperature and pressure to occur under the action of cavitation, which can rupture the sludge cells and accelerate decomposition. (2) thermal effect. Ultrasound propagates in the medium, and its vibration energy is continuously absorbed by the medium and transformed into heat energy to increase its temperature. The absorption of sound energy can cause overall heating in the medium, local heating outside the boundary, and local heating at the wavefront when cavitation forms a shock wave, etc. The greater the intensity of the ultrasonic waves, the stronger the heat generated. This local heating effect can accelerate the dissolution of active ingredients in medicinal materials. (3) Mechanical action. Ultrasound is the transmission of mechanical vibration energy, which can form effective agitation and flow in the liquid, destroy the structure of the medium, crush the particles in the liquid, and achieve the effect that ordinary low-frequency mechanical agitation cannot achieve. This mechanical agitation can make the liquid concentration diffuse and accelerate the leaching of active ingredients. In addition, it is also found that ultrasound can activate certain enzymes and physiological and chemical processes involved in cells, and increase enzymes to accelerate cell metabolism. In the ultrasonic process, the mechanical vibration mechanism is generated and broken by the tiny bubbles generated by the fluctuating pressure. This vibration has the effect of destroying the structure and composition of cells. For the heterogeneous interface, due to the tangential force of ultrasonic vibration and micro-jet flow, the solid phase particles or plates will be broken and thinned, which can remove dirt. Ultrasonic has a strong sterilization and fresh-keeping effect.
曝气氧化池、澄清池和生物降解池的原理在很多公开文献已有记载,此处不作为主要重点介绍。 The principles of aerated oxidation tanks, clarification tanks and biodegradation tanks have been documented in many open literatures, so they will not be mainly introduced here.
本发明的有益效果: Beneficial effects of the present invention:
本发明啤酒工业废水处理方法采用了芬顿反应和超声破碎加上酸碱调节、曝气、氧化、澄清脱色和生物降解综合处理,使得处理后的废水不仅达到排放标准,还可以用于生产过程。 The beer industry wastewater treatment method of the present invention adopts the Fenton reaction and ultrasonic crushing plus the comprehensive treatment of acid-base adjustment, aeration, oxidation, clarification and decolorization and biodegradation, so that the treated wastewater not only meets the discharge standard, but also can be used in the production process .
本发明除了能够处理啤酒工业废水,也能够处理食品工业污水、纺织工业污水、城市污水和冶金工业污水等。 The present invention can not only treat beer industrial wastewater, but also food industrial wastewater, textile industrial wastewater, urban sewage, metallurgical industrial wastewater, and the like.
附图说明 Description of drawings
图1是本发明啤酒工业污水处理设备示意图。 Fig. 1 is the schematic diagram of the beer industry sewage treatment equipment of the present invention.
图中序号和部件名称: Serial number and part name in the figure:
1、芬顿反应器,2、超声波池,3、超声波换能器,4、超声波发生器,5、曝气氧化池,6、曝气装置,7、空压机,8、澄清池、9、生物降解池。 1. Fenton reactor, 2. Ultrasonic tank, 3. Ultrasonic transducer, 4. Ultrasonic generator, 5. Aeration oxidation tank, 6. Aeration device, 7. Air compressor, 8. Clarification tank, 9 , Biodegradation pool.
如图1所示,所述的芬顿反应器1安装在超声波池2的前面,设有啤酒污水污泥入口管和反应后的液体出口管,超声波池2里面安装有超声波换能器3,超声波换能器3的声能由超声波发生器4提供。超声波池2出口接调节曝气池5,调节曝气池5内安装曝气装置,6,气体由空压机7提供;调节曝气池6后接澄清脱色池8和生物降解池9,澄清脱色池8加入脱色剂和絮凝剂,生物降解池9是种植水生植物的池子。 As shown in Figure 1, described Fenton reactor 1 is installed in the front of ultrasonic pool 2, is provided with beer sewage sludge inlet pipe and the liquid outlet pipe after reaction, ultrasonic transducer 3 is installed in the ultrasonic pool 2, The acoustic energy of the ultrasonic transducer 3 is provided by an ultrasonic generator 4 . The outlet of the ultrasonic pool 2 is connected to the regulating aeration pool 5, and the aeration device 6 is installed in the regulating aeration pool 5, and the gas is provided by the air compressor 7; The decolorizing pool 8 adds a decolorizing agent and a flocculant, and the biodegradation pool 9 is a pool for planting aquatic plants.
具体实施方式 detailed description
实施例1 Example 1
将啤酒污水通到芬顿反应器1中,H2O2的投加量70ml/m3,Fe2+的投加量50g/m3,并加入硫酸调节pH到1.5-2.0,反应时间为0.5h,反应温度为50℃,然后进入超声波池2,设定超声辐照的功率为0.1kw,超声时间=10min;超声波池2出口接调节曝气池5,曝气氧化池5内安装曝气装置6,气体由空压机7提供;曝气氧化池6后接澄清池8和生物降解池9,澄清池8加入絮凝剂,所述的絮凝剂为聚丙烯酰胺絮凝剂加入量为10ppm,最后进入生物降解池9,是种植水生植物浮萍或芦苇的池子,停留时间2天以上。 Pass beer sewage into Fenton reactor 1, the dosage of H 2 O 2 is 70ml/m 3 , the dosage of Fe 2+ is 50g/m 3 , and sulfuric acid is added to adjust the pH to 1.5-2.0, and the reaction time is 0.5h, the reaction temperature is 50°C, and then enter the ultrasonic pool 2, set the power of ultrasonic irradiation to 0.1kw, ultrasonic time = 10min; Gas device 6, gas is provided by air compressor 7; Aeration oxidation tank 6 is followed by clarification tank 8 and biodegradation tank 9, and clarification tank 8 adds flocculant, and described flocculant is that polyacrylamide flocculant addition is 10ppm , and finally enter the biodegradation pool 9, which is a pond for planting aquatic plants duckweed or reed, and the residence time is more than 2 days.
实施例2 Example 2
将城市污水通到芬顿反应器1中,H2O2的投加量50ml/m3,Fe2+的投加量80g/m3,并加入硫酸调节pH到2.0-3.0,反应时间为1.5h,反应温度为60℃,然后进入超声波池2,设定超声辐照的功率为0.2kw,超声时间30min;超声波池2出口接调节曝气池5,曝气氧化池5内安装曝气装置6,气体由空压机7提供;曝气氧化池6后接澄清池8和生物降解池9,澄清池8加入絮凝剂,所述的絮凝剂为聚丙烯酰胺絮凝剂加入量为30ppm,最后进入生物降解池9,是种植水生植物浮萍或芦苇的池子,停留时间4天以上。如果污水有泡沫,还可以加入消泡剂,所述的消泡剂为蔗糖酯,蔗糖酯加入量为50ppm。 Pass urban sewage into Fenton reactor 1, the dosage of H 2 O 2 is 50ml/m 3 , the dosage of Fe 2+ is 80g/m 3 , and sulfuric acid is added to adjust the pH to 2.0-3.0, and the reaction time is 1.5h, the reaction temperature is 60°C, then enter the ultrasonic pool 2, set the power of ultrasonic irradiation to 0.2kw, and the ultrasonic time is 30min; Device 6, the gas is provided by the air compressor 7; the aeration oxidation tank 6 is connected to the clarification tank 8 and the biodegradation tank 9, and the clarification tank 8 is added with a flocculant, and the described flocculant is a polyacrylamide flocculant in an amount of 30ppm, Finally enter the biodegradation pool 9, which is a pool for planting aquatic plants duckweed or reed, and the residence time is more than 4 days. If the sewage has foam, a defoamer can also be added. The defoamer is sucrose ester, and the addition amount of sucrose ester is 50ppm.
实施例3 Example 3
将印染厂污水通到芬顿反应器1中,H2O2的投加量180ml/m3,Fe2+的投加量90g/m3,并加入硫酸调节pH到2.0-3.0,反应时间为1.5h,反应温度为60℃,然后进入超声波池2,设定超声辐照的功率为0.5kw,超声时间60min;超声波池2出口接调节曝气池5,曝气氧化池5内安装曝气装置6,气体由空压机7提供;曝气氧化池6后接澄清池8和生物降解池9,澄清池8加入脱色剂聚合硫酸铁和絮凝剂,所述的絮凝剂为聚丙烯酰胺絮凝剂加入量为50ppm,最后进入生物降解池9,是种植水生植物浮萍或芦苇的池子,停留时间5天以上。如果污水有泡沫,还可以加入消泡剂,所述的消泡剂为蔗糖酯,蔗糖酯加入量为100ppm。 Pass the sewage from the printing and dyeing factory into the Fenton reactor 1, the dosage of H 2 O 2 is 180ml/m 3 , the dosage of Fe 2+ is 90g/m 3 , and sulfuric acid is added to adjust the pH to 2.0-3.0, the reaction time 1.5h, the reaction temperature is 60°C, and then enters the ultrasonic pool 2, the power of ultrasonic irradiation is set to 0.5kw, and the ultrasonic time is 60min; Gas device 6, gas is provided by air compressor 7; Aeration oxidation tank 6 is followed by clarification tank 8 and biodegradation tank 9, clarification tank 8 adds decolorizing agent polyferric sulfate and flocculant, and described flocculant is polyacrylamide The amount of flocculant added is 50ppm, and finally enters the biodegradation pool 9, which is a pool for planting aquatic plants duckweed or reed, and the residence time is more than 5 days. If the sewage has foam, a defoamer can also be added. The defoamer is sucrose ester, and the addition amount of sucrose ester is 100ppm.
实施例4 Example 4
将淀粉厂污水通到芬顿反应器1中,H2O2的投加量120ml/m3,Fe2+的投加量100g/m3,并加入硫酸调节pH到2.0-4.0,反应时间为2.0h,反应温度为60℃,然后进入超声波池2,设定超声辐照的功率为0.3kw,超声时间30min;超声波池2出口接调节曝气池5,曝气氧化池5内安装曝气装置6,气体由空压机7提供;曝气氧化池6后接澄清池8和生物降解池9,澄清池8加入脱色剂和絮凝剂,所述的絮凝剂为聚丙烯酰胺絮凝剂加入量为30ppm,最后进入生物降解池9,是种植水生植物浮萍或芦苇的池子,停留时间4天以上。如果污水有泡沫,还可以加入消泡剂,所述的消泡剂为蔗糖酯,蔗糖酯加入量为50ppm。 Pass the sewage from the starch factory into the Fenton reactor 1, the dosage of H 2 O 2 is 120ml/m 3 , the dosage of Fe 2+ is 100g/m 3 , and sulfuric acid is added to adjust the pH to 2.0-4.0, the reaction time 2.0h, the reaction temperature is 60°C, and then enter the ultrasonic pool 2, set the power of ultrasonic irradiation to 0.3kw, ultrasonic time 30min; Gas device 6, gas is provided by air compressor 7; Aeration oxidation tank 6 is followed by clarification tank 8 and biodegradation tank 9, and clarification tank 8 adds decolorant and flocculant, and described flocculant is added by polyacrylamide flocculant The amount is 30ppm, and finally enters the biodegradation pond 9, which is a pond for planting aquatic plants duckweed or reed, and the residence time is more than 4 days. If the sewage has foam, a defoamer can also be added. The defoamer is sucrose ester, and the addition amount of sucrose ester is 50ppm.
实验室试验:Laboratory test:
1、所述的芬顿反应条件是:pH1.5-4.5,H2O2的投加量50-80ml/m3,Fe2+的投加量50-100g/m3,反应时间为0.5-2.0h,反应温度为50-70℃,所述的超声辐照的功率为0.1-0.3kw,超声时间为10-50min,得到数据表明,这些条件都可以处理啤酒污泥污水。 1. The Fenton reaction conditions are: pH 1.5-4.5, H 2 O 2 dosage 50-80ml/m 3 , Fe 2+ dosage 50-100g/m 3 , reaction time 0.5 -2.0h, the reaction temperature is 50-70°C, the power of the ultrasonic irradiation is 0.1-0.3kw, and the ultrasonic time is 10-50min. The obtained data shows that these conditions can treat beer sludge sewage.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310678020.XA CN103641275B (en) | 2013-12-13 | 2013-12-13 | The treatment process of brewing industry sewage and equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310678020.XA CN103641275B (en) | 2013-12-13 | 2013-12-13 | The treatment process of brewing industry sewage and equipment |
Publications (2)
Publication Number | Publication Date |
---|---|
CN103641275A CN103641275A (en) | 2014-03-19 |
CN103641275B true CN103641275B (en) | 2016-01-06 |
Family
ID=50246612
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201310678020.XA Expired - Fee Related CN103641275B (en) | 2013-12-13 | 2013-12-13 | The treatment process of brewing industry sewage and equipment |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN103641275B (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105753231B (en) * | 2016-04-13 | 2018-07-10 | 佛山市嘉沃农业科技合伙企业(有限合伙) | A kind of method using Fenton's reaction removal Organic Pollutants in Wastewater |
US10519050B2 (en) * | 2017-07-28 | 2019-12-31 | Frito-Lay North America, Inc. | Method for fryer stack recovery and treatment |
CN111268849A (en) * | 2018-12-05 | 2020-06-12 | 苏州苏讯环保科技有限公司 | Efficient wastewater treatment process based on Fenton reaction |
CN114550836B (en) * | 2021-09-30 | 2022-09-02 | 青岛水务集团环境能源有限公司 | Method for calculating putting amount of beer waste liquid in sewage |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1583587A (en) * | 2004-06-04 | 2005-02-23 | 清华大学深圳研究生院 | Method and apparatus for processing high-concentration organic waste water by supersonic wave |
CN102826716A (en) * | 2012-09-13 | 2012-12-19 | 艾特克控股集团有限公司 | Treatment method for waste water in production of streptomycin sulfate |
CN103043846A (en) * | 2011-10-12 | 2013-04-17 | 中国石油化工股份有限公司 | Acrylic fiber waste water treatment method |
-
2013
- 2013-12-13 CN CN201310678020.XA patent/CN103641275B/en not_active Expired - Fee Related
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1583587A (en) * | 2004-06-04 | 2005-02-23 | 清华大学深圳研究生院 | Method and apparatus for processing high-concentration organic waste water by supersonic wave |
CN103043846A (en) * | 2011-10-12 | 2013-04-17 | 中国石油化工股份有限公司 | Acrylic fiber waste water treatment method |
CN102826716A (en) * | 2012-09-13 | 2012-12-19 | 艾特克控股集团有限公司 | Treatment method for waste water in production of streptomycin sulfate |
Also Published As
Publication number | Publication date |
---|---|
CN103641275A (en) | 2014-03-19 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101182092B (en) | Biological Sludge Reduction Method | |
CN103508617B (en) | The method of petrochemical industry reducing biological sludge and treatment unit thereof | |
CN101704615B (en) | Method for reducing sludge by adopting ultrasound-magnetic field coupling to disrupt sludge | |
CN104230092A (en) | Technological system for urban domestic sewage treatment and synchronous sludge reduction near-zero emission | |
CN103641275B (en) | The treatment process of brewing industry sewage and equipment | |
CN103613262A (en) | Method and equipment for processing industrial sludge through ultrasonic wave in combination with Fenton reaction and anaerobic digestion | |
CN109680012A (en) | A method of enhancing excess sludge anaerobic fermentation generates hydrogen | |
Romero et al. | Overview of sewage sludge minimisation: techniques based on cell lysis-cryptic growth | |
CN102115291A (en) | Refractory high-concentration organic wastewater treatment process | |
Anjum et al. | Valorization of biogas production through disintegration of waste activated sludge using visible light ZnO-ZnS/Ag2O-Ag2S photocatalyst | |
CN1321078C (en) | Method for sludge reduction using ultrasonic treatment | |
CN103043869B (en) | Recycling sewage treatment equipment by utilizing automatic backflow reactor and sewage treatment method thereof | |
CN106630370A (en) | Hydraulic cavitation phosphorus removal device and sewage treatment system and method using the device | |
CN104724823A (en) | Sewage treatment plant and sewage treatment system | |
CN110357357A (en) | A kind of high concentration nonionic surfactant wastewater treatment equipment and method | |
CN105948443A (en) | Sludge reduction method adopting lime hot-alkaline cell breaking | |
CN114685014A (en) | Livestock and poultry breeding wastewater treatment circulating system | |
CN212451088U (en) | Be applied to integrated processing apparatus who breeds waste water treatment | |
CN102092893A (en) | Excess sludge decrement method based on cooperation of ultrasonic pretreatment and membrane bioreactor | |
CN102260022B (en) | Biological enhanced brewery wastewater biotreatment device and method | |
CN104529114B (en) | A kind of ultrasonic wave and photosynthetic bacteria are combined the method that promotes excess sludge digestion | |
CN203613074U (en) | Equipment for ultrasonic and Fenton oxidation combined treatment of wastewater | |
Kalal et al. | Anaerobic Digestion | |
CN206457319U (en) | A kind of and oxygen MBR film domestic sewage treatment devices | |
CN203079790U (en) | Resource utilization sewage treatment device utilizing automatic reflux reactor |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160106 |