CN201545773U - Integrated organic sludge high-temperature micro-aerobic horizontal digestion reactor - Google Patents
Integrated organic sludge high-temperature micro-aerobic horizontal digestion reactor Download PDFInfo
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- 239000010802 sludge Substances 0.000 title claims abstract description 39
- 230000029087 digestion Effects 0.000 title claims abstract description 17
- 238000006243 chemical reaction Methods 0.000 claims abstract description 44
- 238000005273 aeration Methods 0.000 claims abstract description 40
- 238000003756 stirring Methods 0.000 claims abstract description 10
- 239000006260 foam Substances 0.000 claims description 11
- 238000002347 injection Methods 0.000 claims description 7
- 239000007924 injection Substances 0.000 claims description 7
- 238000009413 insulation Methods 0.000 claims description 4
- 239000005416 organic matter Substances 0.000 abstract description 7
- 241000894006 Bacteria Species 0.000 abstract description 5
- 241001148470 aerobic bacillus Species 0.000 abstract description 4
- 230000009916 joint effect Effects 0.000 abstract description 4
- 241001148471 unidentified anaerobic bacterium Species 0.000 abstract description 4
- 239000003337 fertilizer Substances 0.000 abstract description 3
- 239000007788 liquid Substances 0.000 description 13
- 239000010865 sewage Substances 0.000 description 9
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 8
- 239000007789 gas Substances 0.000 description 8
- 239000001301 oxygen Substances 0.000 description 8
- 229910052760 oxygen Inorganic materials 0.000 description 8
- 239000007787 solid Substances 0.000 description 7
- 239000013530 defoamer Substances 0.000 description 5
- 238000012546 transfer Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 239000010815 organic waste Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000013019 agitation Methods 0.000 description 2
- 238000009395 breeding Methods 0.000 description 2
- 230000001488 breeding effect Effects 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 239000006185 dispersion Substances 0.000 description 2
- 239000010806 kitchen waste Substances 0.000 description 2
- 239000007791 liquid phase Substances 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 239000003895 organic fertilizer Substances 0.000 description 2
- 244000144977 poultry Species 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 239000002910 solid waste Substances 0.000 description 2
- 239000007921 spray Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 239000012855 volatile organic compound Substances 0.000 description 2
- 239000002028 Biomass Substances 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 244000052616 bacterial pathogen Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000006911 enzymatic reaction Methods 0.000 description 1
- 210000003608 fece Anatomy 0.000 description 1
- 230000017525 heat dissipation Effects 0.000 description 1
- 244000144972 livestock Species 0.000 description 1
- 239000010871 livestock manure Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000012071 phase Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- C12M27/00—Means for mixing, agitating or circulating fluids in the vessel
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Abstract
本实用新型涉及一种一体化有机污泥高温微好氧卧式消化反应器,包括反应器本体、控制系统、搅拌系统和设置在反应器底部的曝气系统,所述反应器本体上设有进料口、出料口和放空口,所述反应器本体内设有至少三挡板,所述挡板将反应器本体依次分为进料区、至少两个反应区和出料区,所述进料区与反应区、出料区与反应区底部相通;所述反应区与反应区之间上部相通;且各反应区内分别安装有双层叶片组合式搅拌器。本实用新型通过好氧菌、兼性菌、厌氧菌的共同作用将挥发性有机物降解,转变成高质量、安全可靠的生物有机肥,本反应器结构紧凑、操作简单、采用地埋或半地埋的方式放置。
The utility model relates to an integrated organic sludge high-temperature micro-aerobic horizontal digestion reactor, which comprises a reactor body, a control system, a stirring system and an aeration system arranged at the bottom of the reactor. Inlet, outlet and vent, the reactor body is provided with at least three baffles, and the baffles divide the reactor body into a feed area, at least two reaction areas and a discharge area in turn. The feed area communicates with the reaction area, and the discharge area communicates with the bottom of the reaction area; the reaction area communicates with the upper part of the reaction area; and each reaction area is equipped with a double-layer blade combined agitator. The utility model degrades volatile organic matter through the joint action of aerobic bacteria, facultative bacteria and anaerobic bacteria, and transforms them into high-quality, safe and reliable bio-organic fertilizers. The reactor has compact structure, simple operation, and adopts underground or semi placed in a buried manner.
Description
技术领域technical field
本实用新型属于污水生物处理技术,涉及一种高温微好氧消化反应器,其适用于含固率4-20%,挥发性有机固体浓度占90%-40%的液态有机固体废弃物,如城市污泥、家禽养殖厂排放的有机废弃物、厨余、牲口粪便等液态有机物。The utility model belongs to sewage biological treatment technology, and relates to a high-temperature micro-aerobic digestion reactor, which is suitable for liquid organic solid waste with a solid content of 4-20% and a volatile organic solid concentration of 90%-40%, such as Municipal sludge, organic waste discharged from poultry breeding plants, kitchen waste, livestock manure and other liquid organic matter.
背景技术Background technique
随着我国社会经济和城市化的发展,城市污水的数量在不断增长。据预测,2010年我国城市污水排放量将达到440亿m3/d;2020年将达到536亿m3/d。目前我国污水处理量和处理率虽然不高,但城市污水处理厂每年排放干污泥大约30万吨,而且还以每年10%的速度增长。我国现有污水处理厂,有很大一部分污泥处理设施没有有效运行,污泥没有得到妥善处理,致使城市污水处理的最终问题落到了污泥处理上。因此,如何有效处理污水厂污泥是国际范围内污(废)水处理领域中所面临的最为重要而复杂的问题。With the development of social economy and urbanization in our country, the amount of urban sewage is constantly increasing. It is predicted that in 2010 China's urban sewage discharge will reach 44 billion m 3 /d; in 2020 it will reach 53.6 billion m 3 /d. Although my country's sewage treatment capacity and treatment rate are not high at present, urban sewage treatment plants discharge about 300,000 tons of dry sludge every year, and it is also growing at a rate of 10% per year. In our country's existing sewage treatment plants, a large part of the sludge treatment facilities have not been effectively operated, and the sludge has not been properly treated, resulting in the final problem of urban sewage treatment falling on the sludge treatment. Therefore, how to effectively treat sewage plant sludge is the most important and complex problem faced in the field of sewage (waste) water treatment in the international scope.
发明内容Contents of the invention
针对上述问题,本实用新型提供一种一体化有机污泥高温微好氧卧式消化反应器,通过好氧菌、兼性菌、厌氧菌的共同作用将挥发性有机物降解,转变成高质量、安全可靠的生物有机肥,本反应器结构紧凑、操作简单、采用地埋或半地埋的方式放置,美化环境。In view of the above problems, the utility model provides an integrated organic sludge high-temperature micro-aerobic horizontal digestion reactor, through the joint action of aerobic bacteria, facultative bacteria and anaerobic bacteria, volatile organic compounds are degraded and transformed into high-quality , safe and reliable bio-organic fertilizer, the reactor has a compact structure, simple operation, and is placed in a buried or semi-buried way to beautify the environment.
本实用新型为实现上述目的所采用的技术方案如下:一体化有机污泥高温微好氧卧式消化反应器,包括反应器本体、控制系统、搅拌系统和设置在反应器底部的曝气系统,所述反应器本体上设有进料口、出料口和放空口,所述反应器本体内设有至少三挡板,所述挡板将反应器本体依次分为进料区、至少两个反应区和出料区,所述进料区与反应区、出料区与反应区底部相通;所述反应区与反应区之间上部相通;且各反应区内分别安装有双层叶片组合式搅拌器。The technical scheme adopted by the utility model to achieve the above purpose is as follows: an integrated organic sludge high-temperature micro-aerobic horizontal digestion reactor, including a reactor body, a control system, a stirring system and an aeration system arranged at the bottom of the reactor, The reactor body is provided with a feed inlet, a feed outlet and a vent, and at least three baffles are arranged in the reactor body, and the baffles divide the reactor body into a feed area, at least two The reaction area and the discharge area, the feed area communicates with the reaction area, the discharge area communicates with the bottom of the reaction area; the reaction area communicates with the upper part of the reaction area; mixer.
本实用新型为有机污泥的单级高温微好氧消化反应器,利用在自然界中存在的嗜热菌,在50-60℃高温条件下,进行搅拌混合反应,同时提供曝气,高效去除有机污泥中有害物质和有机质,将其转变成高质量的、无病原菌的生物有机肥,并可安全农用。The utility model is a single-stage high-temperature micro-aerobic digestion reactor for organic sludge, which uses thermophilic bacteria existing in nature to carry out stirring and mixing reactions under high temperature conditions of 50-60°C, and provides aeration at the same time to efficiently remove organic sludge. Harmful substances and organic matter in sludge are converted into high-quality, pathogen-free bio-organic fertilizers, which can be safely used in agriculture.
本实用新型适用于含固率在4-20%,挥发性有机固体浓度占90%-40%的液态有机固体废弃物,如城市污泥、家禽养殖厂排放的有机废弃物、厨余、牲口粪便等液态有机物。由于投入反应器内的污泥浓度高,粘度大,需氧量多,而传质进入反应器的氧量有限,因此是不完全好氧,而是微好氧状态,即通过好氧菌、兼性菌、厌氧菌的共同作用将挥发性有机物降解,最终获得稳定的、无害化、可作为肥料的有机固体,解决了有机污泥最终出路问题。The utility model is suitable for liquid organic solid wastes with a solid content of 4-20% and a volatile organic solid concentration of 90%-40%, such as urban sludge, organic waste discharged from poultry breeding factories, kitchen waste, livestock Liquid organic matter such as feces. Due to the high concentration, high viscosity and high oxygen demand of the sludge put into the reactor, and the limited amount of oxygen entering the reactor through mass transfer, it is not completely aerobic, but a micro-aerobic state, that is, through aerobic bacteria, The joint action of facultative bacteria and anaerobic bacteria degrades volatile organic compounds, and finally obtains stable, harmless organic solids that can be used as fertilizers, which solves the problem of the final outlet of organic sludge.
本实用新型属于单级反应器,但根据停留时间内部设置有两个或两个以上的反应区,其结构紧凑、操作简单、占地面积小;而每个反应区内设有一个双层叶片组合式搅拌器,通过该搅拌器的搅拌,起到混合无死角,达到污泥悬浮作用,促进微生物吸取有机物和氧气;还可通过搅拌产生的剪切力作用将气体充分分散,打碎大气泡,使气液均一化,延长气液接触时间,提高氧的传质效率,完成气液传质过程,从而保证微生物自身氧化反应完全,释放足够热量,确保反应器的高温状态。The utility model belongs to a single-stage reactor, but according to the residence time, there are two or more than two reaction zones inside, and the structure is compact, the operation is simple, and the floor area is small; and each reaction zone is equipped with a double-layer blade Combined agitator, through the agitation of the agitator, it can mix without dead angle, achieve the effect of sludge suspension, and promote the absorption of organic matter and oxygen by microorganisms; it can also fully disperse the gas through the shear force generated by the agitation, and break up large bubbles , make the gas-liquid homogeneous, prolong the gas-liquid contact time, improve the mass transfer efficiency of oxygen, and complete the gas-liquid mass transfer process, so as to ensure the complete oxidation reaction of microorganisms, release enough heat, and ensure the high temperature state of the reactor.
本实用新型根据实际情况,采取地埋或半地埋的方式来安置本反应器,这样不仅可以减少热量的损失,而且也可以减少占地面积。According to the actual situation, the utility model adopts the way of buried or semi-buried to install the reactor, which not only can reduce the loss of heat, but also can reduce the occupied area.
作为本实用新型的优选实施例:所述组合式搅拌器的上层叶片为径流型的涡轮式叶片,下层叶片为轴流型的推进式叶片。径流型叶片用于气体分散;轴流型叶片由于其循环能力强、排出量大,有利于气体分散的特点,同时对固体颗粒的悬浮操作也十分有效;当底部有分散不良而凝并的气泡进入上部区域后,可重新被具有高剪切力的涡轮式叶片分散、打碎,延长气相停留时间,提高氧的传质效率,增加气液传质比表面积。As a preferred embodiment of the present utility model: the upper blades of the combined agitator are radial-flow turbine blades, and the lower blades are axial-flow propeller blades. Radial flow blades are used for gas dispersion; axial flow blades are beneficial to gas dispersion due to their strong circulation capacity and large discharge volume, and are also very effective for the suspension of solid particles; when there are poorly dispersed and condensed air bubbles at the bottom After entering the upper area, it can be dispersed and broken up again by the turbine blades with high shear force, prolonging the gas phase residence time, improving the oxygen mass transfer efficiency, and increasing the gas-liquid mass transfer specific surface area.
叶轮的大小影响叶轮的排出流量和动力消耗,本实用新型反应器中由于污泥浓度高,黏度大,流动性差,若叶片半径过小,容易造成“圆柱状回转区”;为避免反应器中轻组分物质集中在搅拌器转轴附近,导致气、液、固分布不均,根据理论推导和计算,本反应器中涉及的组合式搅拌器中,其叶片的长度与反应区的最窄处宽度比选择在0.30-0.60之间。The size of the impeller affects the discharge flow and power consumption of the impeller. Due to the high concentration of sludge, high viscosity and poor fluidity in the reactor of the utility model, if the radius of the blade is too small, it is easy to cause a "cylindrical turning zone"; Light components are concentrated near the shaft of the agitator, resulting in uneven distribution of gas, liquid, and solid. According to theoretical deduction and calculation, in the combined agitator involved in this reactor, the length of the blade and the narrowest point of the reaction zone The width ratio is selected between 0.30-0.60.
本实用新型中,所述组合式搅拌器的叶片与运动方向呈40°-60°角;采用上述结构设计后,其不仅可以起到增加排液量、提高动力效率作用;当叶轮运动时,除可产生水平环流作用外,还可以产生轴向分流作用。In the utility model, the blades of the combined agitator are at an angle of 40°-60° to the direction of motion; after adopting the above-mentioned structural design, it can not only increase the discharge volume and improve the power efficiency; when the impeller moves, In addition to the effect of horizontal circulation, it can also generate axial shunt effect.
为使反应器结构更加美观,更符合实际使用的情况,本反应器采用卧式长方体结构,其长度与宽度之比为2-4∶1。In order to make the reactor structure more beautiful and more suitable for actual use, the reactor adopts a horizontal cuboid structure, and the ratio of its length to width is 2-4:1.
为保证反应器不受外界气温影响,较少散热量,所述反应器本体的外围设有保温层。In order to ensure that the reactor is not affected by the external air temperature and has less heat dissipation, an insulation layer is provided on the periphery of the reactor body.
作为本实用新型的进一步改进:所述曝气系统包括有曝气管、曝气头、压力表;所述曝气管布置在反应器本体的底部;所述曝气头均匀分布在曝气管上并与曝气管相通。其中,曝气头可提供微小气泡,以增加气液相的接触面积和接触时间,曝气头数量与其服务面积有关;压力表可以监测曝气头是否发生堵塞,以便及时疏通。本实用新型在反应初期,有机污泥需要氧量多,曝气量需加大;在反应后期,有机污泥需氧量少,曝气量需求少。本反应器的曝气系统中还可增设流量计,用来调节曝气管的流量。As a further improvement of the utility model: the aeration system includes an aeration pipe, an aeration head, and a pressure gauge; the aeration pipe is arranged at the bottom of the reactor body; the aeration head is evenly distributed on the aeration pipe and communicate with the aeration pipe. Among them, the aeration head can provide tiny bubbles to increase the contact area and contact time of the gas-liquid phase. The number of aeration heads is related to its service area; the pressure gauge can monitor whether the aeration head is blocked, so as to unblock it in time. In the early stage of the reaction of the utility model, the organic sludge needs more oxygen and the aeration rate needs to be increased; in the later stage of the reaction, the organic sludge needs less oxygen and the aeration rate needs less. A flow meter can also be added to the aeration system of the reactor to adjust the flow of the aeration pipe.
作为本实用新型的进一步改进:本实用新型可设有消泡系统,所述消泡系统包括空气消泡管、泡沫剪切器和喷射口;所述空气消泡管布置在反应器本体的上部,管壁上均匀开有小孔;所述泡沫剪切器和喷射口连接在反应器本体的顶端。本消泡系统工作时,通过空气消泡管管壁上的小孔吹出的气体将泡沫打碎;喷射口可喷射消泡剂,消泡剂喷射到反应器内,通过搅拌器的搅拌均匀分布在整个液面上,起消泡作用。As a further improvement of the utility model: the utility model can be provided with a defoaming system, the defoaming system includes an air defoaming pipe, a foam shear and an injection port; the air defoaming pipe is arranged on the upper part of the reactor body , small holes are evenly opened on the pipe wall; the foam shearer and injection port are connected to the top of the reactor body. When the defoaming system is working, the gas blown out through the small holes on the wall of the air defoaming pipe breaks the foam; the injection port can spray the defoamer, and the defoamer is sprayed into the reactor and evenly distributed by the agitator It acts as a defoamer on the entire liquid surface.
本实用新型中所述组合式搅拌器的下层叶片与底部曝气管之间的间距为0.2-0.5倍叶长。The distance between the lower blades of the combined agitator described in the utility model and the bottom aeration pipe is 0.2-0.5 times the blade length.
附图说明Description of drawings
图1为本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.
图中:1反应器本体、1-1进料口、1-2出料口、1-3放空口、1-4进料区、1-5反应区I、1-6反应区II、1-7出料区、1-8测温孔;2曝气系统、2-1曝气管、2-2曝气头、2-3压力表;3挡板;4双层叶片组合式搅拌器、4-1上层叶片、4-2下层叶片;5保温层;6消泡系统、6-1空气消泡管、6-2泡沫剪切器、6-3喷射口。In the figure: 1 reactor body, 1-1 feed port, 1-2 discharge port, 1-3 vent port, 1-4 feed area, 1-5 reaction area I, 1-6 reaction area II, 1 -7 discharge area, 1-8 temperature measuring hole; 2 aeration system, 2-1 aeration pipe, 2-2 aeration head, 2-3 pressure gauge; 3 baffle; 4 double-layer blade combined agitator , 4-1 upper blade, 4-2 lower blade; 5 insulation layer; 6 defoaming system, 6-1 air defoaming pipe, 6-2 foam shear, 6-3 injection port.
具体实施方式Detailed ways
下面结合附图及具体实施例对本实用新型作进一步的说明。Below in conjunction with accompanying drawing and specific embodiment the utility model is described further.
如图1所示:本实用新型涉及一种一体化有机污泥高温微好氧卧式消化反应器,包括反应器本体1、控制系统、搅拌系统、设置在反应器底部的曝气系统2和布置在反应器上部的消泡系统6;其中:反应器本体1的主体结构中间段部分呈卧式长方体结构,其长度与宽度之比为3∶1;反应器本体1上设有进料口1-1、出料口1-2、放空口1-3和测温孔1-8;反应器本体的外围设有保温层5,内部设有垂直放置的三块挡板3,三块挡板将反应器本体1依次分为进料区1-4、反应区I1-5、反应区II1-6和出料区1-7,进料区1-4与反应区I、反应区II与出料区1-7底部相通,它们之间的挡板分别与反应器本体1上端连接;所述反应区I与反应区II上部相通,其之间的挡板与反应器本体1底部相连;在反应区I与反应区II内分别安装有双层叶片组合式搅拌器4;曝气系统2包括有曝气管2-1、曝气头2-2、压力表2-3和流量计等;曝气管2-1布置在反应器本体1的底部;曝气头2-2均匀分布在曝气管2-1上并与其相通,曝气头2-2可提供微小气泡,以增加气液相的接触面积和接触时间,其具体数量与其服务面积有关;压力表2-3布置在反应器外侧的管道上,可以监测曝气头是否发生堵塞,以便及时疏通;而双层叶片组合式搅拌器4的下层叶片4-2与底部曝气管2-1之间的间距为0.4倍叶长。As shown in Figure 1: the utility model relates to an integrated organic sludge high-temperature micro-aerobic horizontal digestion reactor, including a
消泡系统6由空气消泡管6-1、泡沫剪切器6-2、喷射口6-3组成;空气消泡管6-1为一根弯管,管壁上均匀开有小孔,小孔吹出的气体可将泡沫聚集在泡沫剪切器6-2处,便于剪切器消泡;空气消泡管6-1水平放置在反应器的上部,设置高度为距离液面30-50cm处;喷射口6-3可喷射消泡剂,消泡剂喷射到反应器内,通过搅拌器的搅拌均匀分布在整个液面上;泡沫剪切器6-2可通过物理剪切作用将泡沫打碎,转速为10-50rpm。The defoaming system 6 is composed of an air defoaming pipe 6-1, a foam shearer 6-2, and an injection port 6-3; the air defoaming pipe 6-1 is a curved pipe with small holes evenly opened on the pipe wall, The gas blown out of the small hole can gather the foam at the foam shearer 6-2, which is convenient for the defoaming of the shearer; the air defoaming pipe 6-1 is placed horizontally on the upper part of the reactor, and the height is set at 30-50cm from the liquid surface The injection port 6-3 can spray the defoamer, the defoamer is sprayed into the reactor, and is evenly distributed on the entire liquid surface by the stirring of the agitator; the foam shearer 6-2 can cut the foam through physical shearing. Breaking, the rotating speed is 10-50rpm.
本装置中:双层叶片组合式搅拌器4具体为由上、下两层搅拌叶片组成,上层为径流型的涡轮式叶片4-1,下层为轴流型的推进式叶片4-2,而搅拌器叶片与反应区宽度比为0.30;搅拌器叶片根部与运动方向呈45°角,而搅拌器4的运行速度则与气体流量和污泥浓度有关;本实用新型中反应区I搅拌转速较快,可达到50-130rpm,反应区II搅拌转速相对较慢,具体为50-100rpm;反应区I的快速搅拌目的在于尽快让进入的有机污泥与反应器内的料液混合,而且还要打碎带入的大块污泥,使污泥和氧充分混合。In this device: the double-layer blade combined
本实用新型以半间歇式操作方式为例,即每天排料、进料一次或几次来说明整个反应器的工作过程:首先打开出料口排放一定量污泥,然后关闭出料口,有机污泥从进料口进入进料区,挡板防止冲击作用;然后进入反应器I,通过搅拌和曝气作用,有机物降解,同时释放热量,反应区I对进入的常温污泥起到缓冲作用,不至于降低整个反应器温度;反应器I污泥经挡板翻越到反应区II继续进行放热反应,这时反应器温度能达到高位状态,病原菌被灭活,停留一段时间后进入出料区,最后从出料口出料。本反应器设置的两个反应区即起到两级反应器的串联作用,又节省了材料和占地空间。由于有保温措施和好氧反应的释放的热量,反应器能达到45-65℃的高温,提高了酶促反应速率,使得处理时间缩短,且本装置具有良好的保温作用,不受外界气温影响,即使在冬季仍能保持高温状态。The utility model takes the semi-intermittent operation mode as an example, that is, discharges and feeds once or several times a day to illustrate the working process of the whole reactor: firstly, the discharge port is opened to discharge a certain amount of sludge, and then the discharge port is closed, organically Sludge enters the feed area from the feed port, and the baffle prevents the impact; then enters the reactor I, through stirring and aeration, the organic matter is degraded, and heat is released at the same time, and the reaction area I plays a buffer role on the entering normal temperature sludge , so as not to lower the temperature of the entire reactor; the sludge from reactor I passes through the baffle to the reaction zone II to continue the exothermic reaction. At this time, the temperature of the reactor can reach a high level, and the pathogenic bacteria are inactivated. area, and finally discharge from the discharge port. The two reaction zones set in the reactor not only serve as a series connection of two-stage reactors, but also save materials and floor space. Due to the heat preservation measures and the heat released by the aerobic reaction, the reactor can reach a high temperature of 45-65 ° C, which improves the rate of the enzymatic reaction and shortens the processing time, and the device has a good heat preservation effect and is not affected by the external temperature , even in winter can still maintain a high temperature state.
本装置结构紧凑、操作简单,通过好氧菌、兼性菌、厌氧菌的共同作用将有机物降解,转变成高质量、安全可靠的生物有机肥,有效的利用了有机废物中蕴含着的大量的生物质能,对实现环境和经济的可持续发展具有重要意义。The device is compact in structure and easy to operate. Through the joint action of aerobic bacteria, facultative bacteria and anaerobic bacteria, organic matter is degraded and transformed into high-quality, safe and reliable bio-organic fertilizer, which effectively utilizes a large amount of organic waste contained in organic waste. Biomass energy is of great significance to the sustainable development of the environment and economy.
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN102276057A (en) * | 2011-07-07 | 2011-12-14 | 江苏高朗环境技术有限公司 | Accurate aeration and combined defoaming technological scheme for waste leachate treatment |
CN102603138A (en) * | 2012-03-23 | 2012-07-25 | 浙江大学 | Sludge aerobic degradation reaction system based on thermophilic microorganisms |
CN102976584A (en) * | 2012-12-31 | 2013-03-20 | 长沙奥邦环保实业有限公司 | Self-heating high temperature aerobic treatment device for sewage sludge |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN102276057A (en) * | 2011-07-07 | 2011-12-14 | 江苏高朗环境技术有限公司 | Accurate aeration and combined defoaming technological scheme for waste leachate treatment |
CN102603138A (en) * | 2012-03-23 | 2012-07-25 | 浙江大学 | Sludge aerobic degradation reaction system based on thermophilic microorganisms |
CN102976584A (en) * | 2012-12-31 | 2013-03-20 | 长沙奥邦环保实业有限公司 | Self-heating high temperature aerobic treatment device for sewage sludge |
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