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CN103803770A - High-temperature microaerobic-anaerobic digestion device and method for organic sludge - Google Patents

High-temperature microaerobic-anaerobic digestion device and method for organic sludge Download PDF

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CN103803770A
CN103803770A CN201410067635.3A CN201410067635A CN103803770A CN 103803770 A CN103803770 A CN 103803770A CN 201410067635 A CN201410067635 A CN 201410067635A CN 103803770 A CN103803770 A CN 103803770A
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sludge
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CN103803770B (en
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程洁红
孔峰
高洋
戴雅
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Jiangsu University of Technology
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
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Abstract

本发明公开了一种有机污泥高温微好氧-厌氧消化装置和方法,有机污泥首先进行高温微好氧消化过程,高温微好氧消化结束后,消化后的污泥从出料口通过管道进入pH值调节池,向pH值调节池中投入碱液调节池中物料的pH,污泥在池中停留3~5h以释放污泥中的溶解氧;然后污泥由泵送入厌氧发酵反应器停留6~20天完成厌氧消化过程。本发明的有机污泥消化过程的前半段是自热式高温微好氧消化过程,而不是自热式高温好氧消化过程;自热式高温微好氧消化过程供给的空气量有限,在氧限制条件下,很容易产生VFA,而VFA在厌氧条件下,很容易产甲烷;这样既利于后半段厌氧消化过程对污泥的进一步消化产生甲烷,又能减少曝气量,降低能耗。

The invention discloses a high-temperature micro-aerobic-anaerobic digestion device and method for organic sludge. Firstly, the organic sludge undergoes a high-temperature micro-aerobic digestion process. Enter the pH adjustment tank through the pipeline, put lye into the pH adjustment tank to adjust the pH of the material in the tank, and the sludge stays in the tank for 3 to 5 hours to release the dissolved oxygen in the sludge; then the sludge is pumped into the anaerobic The oxygen fermentation reactor stays for 6-20 days to complete the anaerobic digestion process. The first half of the organic sludge digestion process of the present invention is a self-heating high-temperature micro-aerobic digestion process rather than a self-heating high-temperature aerobic digestion process; the amount of air supplied by the self-heating high-temperature micro-aerobic digestion process is limited, and the oxygen Under restricted conditions, it is easy to produce VFA, and VFA is easy to produce methane under anaerobic conditions; this is not only conducive to the further digestion of sludge in the second half of the anaerobic digestion process to produce methane, but also reduces the amount of aeration and energy consumption. consumption.

Description

有机污泥高温微好氧-厌氧消化装置和方法High-temperature micro-aerobic-anaerobic digestion device and method for organic sludge

技术领域 technical field

本发明涉及固体废弃物的处理领域,具体涉及一种有机污泥高温微好氧-厌氧消化装置和方法。 The invention relates to the field of solid waste treatment, in particular to a high-temperature micro-aerobic-anaerobic digestion device and method for organic sludge.

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[2]。我国现有污水处理厂,存在重水轻泥现象,有很大一部分污泥没有稳定化处理和无害化处理,污泥处理设施也没有有效运行,污泥没有得到妥善处置,导致环境污染,抑制了城市污水厂的长期可持续发展。目前,如何有效处理城市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 China'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 [2] . my country's existing sewage treatment plants have the phenomenon of heavy water and light mud. A large part of the sludge has not been stabilized and harmless treated, and the sludge treatment facilities have not been effectively operated. The sludge has not been properly disposed of, resulting in environmental pollution. The long-term sustainable development of urban sewage plants. At present, how to effectively deal with municipal sludge is the most important and complicated problem faced in the field of sewage (waste) water treatment in the international scope.

污泥消化技术通过微生物对有机物进行降解达到污泥的稳定化和无害化。现有的污泥消化工艺主要有传统好氧消化工艺、常规中温厌氧消化工艺、两级厌氧消化工艺、缺氧/好氧消化工艺、自热高温好氧消化工艺、两段高温好氧/中温厌氧消化工艺。 Sludge digestion technology achieves the stabilization and harmlessness of sludge through the degradation of organic matter by microorganisms. The existing sludge digestion processes mainly include traditional aerobic digestion process, conventional mesophilic anaerobic digestion process, two-stage anaerobic digestion process, anoxic/aerobic digestion process, self-heating high-temperature aerobic digestion process, and two-stage high-temperature aerobic digestion process. /Mesophilic anaerobic digestion process.

其中的两段高温好氧/中温厌氧消化工艺将自热高温好氧消化工艺与中温厌氧消化工艺相结合,先以一段高负荷自热高温好氧消化工艺系统对污泥进行预处理后再进入中温厌氧反应器。该工艺可显著提高对病原菌的去除率和后续中温厌氧消化运行的稳定性,但是该工艺尚处在实验阶段。 The two-stage high-temperature aerobic/medium-temperature anaerobic digestion process combines the self-heating high-temperature aerobic digestion process with the medium-temperature anaerobic digestion process. First, the sludge is pretreated with a high-load self-heating high-temperature aerobic digestion process system. Then enter the medium temperature anaerobic reactor. This process can significantly improve the removal rate of pathogenic bacteria and the stability of the subsequent mesophilic anaerobic digestion operation, but this process is still in the experimental stage.

例如中国专利文献CN 100486722C(申请号 200610087577.6)公开了一种两阶段半固态有机废物消化制肥制气工艺,把半固态有机废物在串联的高温微好氧和中温厌氧条件下消化,高温阶段杀灭致病菌、预分解废物,中温阶段主分解废物、产生沼气,最终产物富含腐殖酸、氮、磷、钾;具体步骤是首先半固态有机废物进入高温微好氧消化单元,向高温微好氧消化单元内通入空气,维持高温微好氧消化单元内半固态废物的溶解氧浓度在0.1~0.8mg/L,半固态有机废物再微生物作用下开始分解、消耗氧气并释放反应热,消化液温度可达55℃以上,维持消化液温度55℃~70℃并保持1~3天;从高温微好氧消化单元排出的高温流体静换热器降温后进入第二阶段的中温厌氧消化单元,换热器回收的废热以循环水为载体对中温厌氧消化单元进行保温;中温厌氧消化单元温度维持在35℃~40℃,pH值维持在6.5~8,消化液中的易降解物质不断转化为沼气,第二阶段经过15~20天后,消化最终产物从中温厌氧消化单元排出,进入沉淀贮存器备用或销售。 For example, the Chinese patent document CN 100486722C (application number 200610087577.6) discloses a two-stage semi-solid organic waste digestion process for fertilization and gas production. The semi-solid organic waste is digested under high-temperature micro-aerobic and mesophilic anaerobic conditions in series. Kill pathogenic bacteria, pre-decompose waste, decompose waste and generate biogas in the middle temperature stage, and the final product is rich in humic acid, nitrogen, phosphorus, and potassium; the specific steps are firstly semi-solid organic waste enters the high-temperature micro-aerobic digestion unit, Air is introduced into the high-temperature micro-aerobic digestion unit to maintain the dissolved oxygen concentration of the semi-solid waste in the high-temperature micro-aerobic digestion unit at 0.1-0.8mg/L, and the semi-solid organic waste begins to decompose under the action of microorganisms, consumes oxygen and releases the reaction Heat, the temperature of the digestive juice can reach above 55°C, maintain the temperature of the digestive liquid at 55°C-70°C and keep it for 1-3 days; the high-temperature fluid static heat exchanger discharged from the high-temperature micro-aerobic digestion unit cools down and enters the second stage of medium temperature In the anaerobic digestion unit, the waste heat recovered by the heat exchanger uses circulating water as the carrier to keep the mesophilic anaerobic digestion unit warm; The easily degradable substances are continuously converted into biogas. After 15 to 20 days in the second stage, the final products of digestion are discharged from the mesophilic anaerobic digestion unit and enter the sedimentation storage for standby or sale.

该制备工艺的高温微好氧阶段存在充氧困难的问题,实际作业中,55℃~70℃的高温条件下,溶解氧浓度很低,而半固体的物质氧传质效率低,充氧非常有限,因此该方法按照文本公开的内容难以达到好氧状态,而无法达到好氧条件的话,第一阶段无法释放足够热量,有机固体容易厌氧酸化,从第一阶段流出的污泥pH值较低,导致第二阶段厌氧消化过程无法产沼气,并且厌氧消化停留时间长;另外按照该方法目前公开的内容,中温厌氧消化温度较难控制到目标温度,这是因为换热器回收的废热量低(即55℃~70℃到35℃~40℃的温差热量很少),难以达到保温作用;厌氧池由于停留时间长,体积庞大,在冬季通过换热器达到保温作用效果就更低。 The high-temperature micro-aerobic stage of the preparation process has the problem of difficult oxygenation. In actual operation, under the high temperature condition of 55°C to 70°C, the dissolved oxygen concentration is very low, and the oxygen mass transfer efficiency of the semi-solid material is low, and the oxygenation is very difficult. Therefore, it is difficult for this method to reach the aerobic state according to the content disclosed in the text. If the aerobic condition cannot be reached, the first stage cannot release enough heat, and the organic solids are easy to anaerobic acidification, and the pH value of the sludge flowing out from the first stage is relatively low. low, leading to the inability to produce biogas in the second stage anaerobic digestion process, and the anaerobic digestion residence time is long; in addition, according to the content currently disclosed in this method, it is difficult to control the temperature of mesophilic anaerobic digestion to the target temperature, because the heat exchanger recovers The waste heat is low (that is, the temperature difference between 55°C ~ 70°C and 35°C ~ 40°C is very small), and it is difficult to achieve the heat preservation effect; due to the long residence time and large volume of the anaerobic pool, the heat preservation effect is achieved through the heat exchanger in winter Just lower.

发明内容 Contents of the invention

本发明所要解决的技术问题是提供一种有机污泥高温微好氧-厌氧消化装置和方法。 The technical problem to be solved by the present invention is to provide a high-temperature micro-aerobic-anaerobic digestion device and method for organic sludge.

实现本发明目的的技术方案是一种有机污泥高温微好氧-厌氧消化装置,包括高温好氧反应器和厌氧发酵反应器,还包括 pH值调节池;所述高温好氧反应器为自热式高温微好氧反应器;pH值调节池设置在高温微好氧反应器和厌氧发酵反应器之间,自热式高温微好氧反应器的出料口通过管道与pH值调节池相通,pH值调节池通过管道与泵与厌氧发酵反应器的进料口相连通。 The technical solution for realizing the object of the present invention is a high-temperature micro-aerobic-anaerobic digestion device for organic sludge, including a high-temperature aerobic reactor and anaerobic fermentation reactor, and also includes a pH value adjustment tank; the high-temperature aerobic reactor It is a self-heating high-temperature micro-aerobic reactor; the pH adjustment tank is set between the high-temperature micro-aerobic reactor and the anaerobic fermentation reactor, and the outlet of the self-heating high-temperature micro-aerobic reactor is connected to the pH value through a pipeline. The adjustment tanks are communicated, and the pH value adjustment tanks are communicated with the feed port of the anaerobic fermentation reactor through pipelines and pumps.

自热式高温微好氧反应器包括反应罐、污泥回流系统、曝气系统、温度传感器和气体吸收处理装置;所述污泥回流系统设置在反应罐外部,包括下段管路、污泥回流泵和上段管路;下段管路、污泥回流泵、上段管路和反应罐形成一个相通的回路;曝气系统包括有曝气管、曝气头、压力表,曝气管布置在反应罐的底部;温度传感器在反应罐的上部、中部、下部各设置一个;气体吸收处理装置设置在反应罐的上方,通过管道与反应罐的内部相通。 The self-heating high-temperature micro-aerobic reactor includes a reaction tank, a sludge return system, an aeration system, a temperature sensor, and a gas absorption treatment device; the sludge return system is arranged outside the reaction tank, including a lower pipeline, a sludge return The pump and the upper pipeline; the lower pipeline, the sludge return pump, the upper pipeline and the reaction tank form a connected circuit; the aeration system includes an aeration pipe, an aeration head, a pressure gauge, and the aeration pipe is arranged in the reaction tank the bottom of the reaction tank; one temperature sensor is installed on the upper part, one middle part and one lower part of the reaction tank; the gas absorption treatment device is arranged on the top of the reaction tank and communicates with the inside of the reaction tank through a pipeline.

所述厌氧发酵反应器包括反应罐、搅拌器、气体收集过滤器、温度传感器、气体取样管和循环水管路。搅拌器包括电机、杆轴和搅拌桨叶,电机固定设置在反应罐的上方,杆轴从上向下穿入反应罐内部,搅拌桨叶在杆轴上设置两层,其中下层的搅拌桨叶设置在反应罐的底部,上层的搅拌桨叶设置在反应罐内有效水深的中部。 The anaerobic fermentation reactor includes a reaction tank, a stirrer, a gas collection filter, a temperature sensor, a gas sampling pipe and a circulating water pipeline. The agitator includes a motor, a rod shaft and stirring blades. The motor is fixed above the reaction tank. The rod shaft penetrates into the reaction tank from top to bottom. The stirring blades are arranged in two layers on the rod shaft. It is arranged at the bottom of the reaction tank, and the upper stirring paddle is arranged at the middle of the effective water depth in the reaction tank.

循环水管路设置在反应罐底部,通过管道与锅炉连接,锅炉的燃气灶通过管道与气体收集过滤器的出气口相连通。 The circulating water pipeline is arranged at the bottom of the reaction tank and connected to the boiler through the pipeline, and the gas stove of the boiler is connected with the gas outlet of the gas collection filter through the pipeline.

一种如上所述的有机污泥高温微好氧-厌氧消化装置的消化方法,包括以下步骤: A method for digestion of organic sludge high-temperature micro-aerobic-anaerobic digestion device as described above, comprising the following steps:

①菌种的驯化,菌种的驯化在自热式高温微好氧反应器的反应罐中进行,驯化得到的含有菌种的种泥留1/4~1/2在反应罐内部。 ① The domestication of the strains, the domestication of the strains is carried out in the reaction tank of the self-heating high-temperature micro-aerobic reactor, and 1/4 to 1/2 of the seed sludge containing the strains obtained from the domestication is left in the reaction tank.

②有机污泥的高温微好氧消化过程;打开污泥输送泵,向自热式高温微好氧反应器的反应罐中送入有机污泥,有机污泥的输送量为反应罐的剩余有效体积;开启污泥回流系统和曝气系统,有机污泥开始高温微好氧消化过程,污泥在自热式高温微好氧反应器中停留2~3天完成高温微好氧消化过程;消化温度维持在45℃~65℃之间。 ②High-temperature micro-aerobic digestion process of organic sludge; turn on the sludge delivery pump and send organic sludge into the reaction tank of the self-heating high-temperature micro-aerobic reactor. volume; open the sludge return system and aeration system, the organic sludge starts the high-temperature micro-aerobic digestion process, and the sludge stays in the self-heating high-temperature micro-aerobic reactor for 2 to 3 days to complete the high-temperature micro-aerobic digestion process; digestion The temperature is maintained between 45°C and 65°C.

高温微好氧消化结束后,消化后的污泥从出料口通过管道进入pH值调节池,向pH值调节池中投入碱液,将pH值调节池中的物料的pH值调到6.8~7.2之间,pH值调节完毕后的污泥在池中停留3~5h以释放污泥中的溶解氧。 After the high-temperature micro-aerobic digestion is completed, the digested sludge enters the pH value adjustment tank from the outlet through the pipeline, and puts lye into the pH value adjustment tank to adjust the pH value of the material in the pH value adjustment tank to 6.8~ Between 7.2, the sludge after the pH value is adjusted stays in the tank for 3 to 5 hours to release the dissolved oxygen in the sludge.

③有机污泥的厌氧消化过程;步骤②释放溶解氧的经过高温微好氧消化的污泥由泵送入厌氧发酵反应器停留6~20天完成厌氧消化过程,排出泥经机械脱水后直接农用。 ③ Anaerobic digestion process of organic sludge; Step ② The sludge that releases dissolved oxygen and undergoes high-temperature micro-aerobic digestion is pumped into the anaerobic fermentation reactor to stay for 6-20 days to complete the anaerobic digestion process, and the discharged sludge is mechanically dehydrated directly for agricultural use.

上述步骤②有机污泥的高温微好氧消化过程中,自热式高温微好氧反应器的反应罐中的氧化还原电位ORP为0~-100mv。 In the above step ② during the high-temperature micro-aerobic digestion process of the organic sludge, the oxidation-reduction potential ORP in the reaction tank of the self-heating high-temperature micro-aerobic reactor is 0-100mv.

上述步骤③有机污泥的厌氧消化过程为中温厌氧消化过程;中温厌氧温度是33℃~35℃,污泥在厌氧发酵反应器中停留10~20天完成厌氧消化过程。 The anaerobic digestion process of the above step ③ organic sludge is a mesophilic anaerobic digestion process; the mesophilic anaerobic temperature is 33°C-35°C, and the sludge stays in the anaerobic fermentation reactor for 10-20 days to complete the anaerobic digestion process.

进一步的,若自热式高温微好氧消化后流出的污泥温度超过60℃,将高温微好氧消化后的污泥在pH值调节池中停留时间延长0~40min散热至中温厌氧温度范围;若厌氧池温度达不到中温厌氧温度范围,则减少高温微好氧消化的曝气量、加大污泥回流给机械热量,使得高温微好氧消化温度达到50℃~60℃,保证厌氧池的中温。 Further, if the temperature of the sludge flowing out after self-heating high-temperature micro-aerobic digestion exceeds 60°C, the sludge after high-temperature micro-aerobic digestion should be extended for 0 to 40 minutes in the pH adjustment tank to dissipate heat to the medium-temperature anaerobic temperature range; if the temperature of the anaerobic tank does not reach the range of the mesophilic anaerobic temperature, reduce the aeration volume of the high-temperature micro-aerobic digestion and increase the sludge backflow to give mechanical heat, so that the temperature of the high-temperature micro-aerobic digestion reaches 50 ° C ~ 60 ° C , to ensure the medium temperature of the anaerobic tank.

可选择的,步骤③有机污泥的厌氧消化过程为高温厌氧消化过程;高温厌氧消化的温度为50℃~55℃,污泥在厌氧发酵反应器中停留6~10天完成厌氧消化过程。 Optionally, the anaerobic digestion process of step ③ organic sludge is a high-temperature anaerobic digestion process; the temperature of high-temperature anaerobic digestion is 50°C-55°C, and the sludge stays in the anaerobic fermentation reactor for 6-10 days to complete the anaerobic digestion process. oxygen digestion process.

进一步的,高温厌氧消化过程产生的甲烷气体收集并后燃烧产生蒸汽或热水对厌氧发酵反应器供热以维持50℃~55℃的高温,将甲烷燃烧产生的蒸汽或热水通过厌氧发酵反应器底部的循环水管路对反应罐供热,同时打开反应罐的搅拌器。 Further, the methane gas produced in the high-temperature anaerobic digestion process is collected and burned to generate steam or hot water to supply heat to the anaerobic fermentation reactor to maintain a high temperature of 50°C to 55°C, and the steam or hot water generated by methane combustion is passed through the anaerobic fermentation reactor. The circulating water pipeline at the bottom of the oxygen fermentation reactor supplies heat to the reaction tank, and at the same time, the agitator of the reaction tank is turned on.

步骤②中的有机污泥为含固率在4%~7%,挥发性有机固体浓度占60%~90%的液态有机固体废弃物。 The organic sludge in step ② is a liquid organic solid waste with a solid content of 4% to 7% and a volatile organic solid concentration of 60% to 90%.

本发明具有积极的效果:(1)本发明的有机污泥自热式高温微好氧-厌氧消化装置由自热式高温微好氧反应器和厌氧发酵反应器串联而成。前段自热式高温微好氧反应器通过保温措施,将挥发性有机物好氧消化过程中释放的热量进行保温,加上机械产热,从而使得反应器达到自升温至45℃~65℃,保证高温微好氧消化顺利进行。 The present invention has positive effects: (1) The organic sludge self-heating type high-temperature micro-aerobic-anaerobic digestion device of the present invention is composed of a self-heating type high-temperature micro-aerobic reactor and an anaerobic fermentation reactor connected in series. The self-heating high-temperature micro-aerobic reactor in the front section uses heat preservation measures to keep the heat released during the aerobic digestion of volatile organic compounds, plus mechanical heat generation, so that the reactor can reach a self-heating temperature of 45 ° C ~ 65 ° C, ensuring High-temperature micro-aerobic digestion proceeds smoothly.

后段厌氧发酵反应器中可选择的进行中温消化或高温消化,其中中温厌氧消化利用了自热式高温微好氧反应器流出的污泥自带的热量,不需外加热源,节省成本;而高温厌氧消化的热源一部分来自前段的自热式高温微好氧流出的污泥自带的热量,另一部分热源的来源是燃烧高温厌氧消化产生的甲烷获得,同样不需外加热源,节省成本。厌氧发酵反应器能产具有能源物质的甲烷气体,进行了资源化利用;并且消化后污泥保留了氮磷营养成分,经脱水后可以农用,解决污泥最终出路。 Mesophilic digestion or high-temperature digestion can be selected in the anaerobic fermentation reactor in the latter stage. The mesophilic anaerobic digestion utilizes the heat of the sludge flowing out of the self-heating high-temperature micro-aerobic reactor, and no external heating source is needed, saving costs ; while part of the heat source for high-temperature anaerobic digestion comes from the self-heating type high-temperature micro-aerobic flow out of the sludge from the previous stage, and the other part of the heat source is obtained by burning methane produced by high-temperature anaerobic digestion, and no external heat source is also required. cut costs. The anaerobic fermentation reactor can produce methane gas with energy substances for resource utilization; and the digested sludge retains nitrogen and phosphorus nutrients, which can be used for agriculture after dehydration, solving the final outlet of sludge.

(2)本发明的自热式高温微好氧消化过程保证进泥的含固率为4%~7%、反应器体积大于10m3以上、并且设置适当的曝气量和提供良好的混合作用,同时消化过程中将好氧消化反应释放的热量保留下来,并通过污泥回流供给不超过30%的机械能,从而使得反应器达到并维持45℃~65℃的高温状态,使得高温微好氧消化完成的更有效、彻底。由于是微好氧消化过程,曝气量相对于好氧消化少,反应器内污泥自升温很难达到70度以上;而对于有机污泥高温微好氧-厌氧消化过程,有研究表明,当自热式高温微好氧消化工艺的消化温度超过65℃时,整个消化过程的效果变差,具体表现在VSS去除率较低,为20%~30%。 (2) The self-heating high-temperature micro-aerobic digestion process of the present invention ensures that the solid content of the incoming mud is 4% to 7%, the reactor volume is greater than 10m 3 , and an appropriate aeration rate is set and a good mixing effect is provided At the same time, the heat released by the aerobic digestion reaction is retained during the digestion process, and no more than 30% of the mechanical energy is supplied through the sludge reflux, so that the reactor reaches and maintains a high temperature state of 45 ° C ~ 65 ° C, making high temperature micro-aerobic Digestion is completed more effectively and thoroughly. Because it is a micro-aerobic digestion process, the amount of aeration is less than that of aerobic digestion, and it is difficult for the sludge in the reactor to rise above 70 degrees; while for the high-temperature micro-aerobic-anaerobic digestion process of organic sludge, some studies have shown that , when the digestion temperature of the self-heating high-temperature micro-aerobic digestion process exceeds 65 ° C, the effect of the entire digestion process becomes poor, specifically manifested in the low VSS removal rate of 20% to 30%.

(3)本发明的有机污泥消化过程的前半段是自热式高温微好氧消化过程,而不是自热式高温好氧消化过程;自热式高温微好氧消化过程供给的空气量有限,在氧限制条件下,很容易产生挥发性脂肪酸(以下简称VFA),而VFA在厌氧条件下,很容易产甲烷;这样既利于后半段厌氧消化过程对污泥的进一步消化产生甲烷,又能减少曝气量,降低能耗。由于前半段时自热式高温微好氧消化过程,加快了厌氧消化进程,一般厌氧消化要达到40多天,或更长时间,但该工艺停留时间可以达到缩短到20天以内。 (3) The first half of the organic sludge digestion process of the present invention is a self-heating high-temperature micro-aerobic digestion process rather than a self-heating high-temperature aerobic digestion process; the amount of air supplied by the self-heating high-temperature micro-aerobic digestion process is limited , under oxygen-limited conditions, it is easy to produce volatile fatty acids (hereinafter referred to as VFA), and VFA is easy to produce methane under anaerobic conditions; this is conducive to the further digestion of sludge in the second half of the anaerobic digestion process to produce methane , and can reduce aeration, reduce energy consumption. Due to the self-heating high-temperature micro-aerobic digestion process in the first half, the anaerobic digestion process is accelerated. Generally, anaerobic digestion takes more than 40 days or longer, but the residence time of this process can be shortened to less than 20 days.

(4)本发明适用于含固率在4%~7%,挥发性有机固体浓度占60%~90%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,因此在自热式高温微好氧反应器中是不完全好氧,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,然后进入厌氧反应器发酵产甲烷,消化后污泥经脱水,可作为肥料的有机固体,解决了有机污泥最终出路问题。 (4) The present invention is suitable for liquid organic solid wastes with a solid content of 4% to 7% and a volatile organic solid concentration of 60% to 90%, such as urban sludge, organic waste discharged from poultry breeding plants, kitchen waste, etc. Liquid organic matter such as surplus and livestock manure. 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 in the autothermal high-temperature micro-aerobic reactor, that is, through The joint action of aerobic bacteria, facultative bacteria, and anaerobic bacteria degrades volatile organic compounds, and then enters anaerobic reactors to ferment and produce methane. After digestion, the sludge is dehydrated and can be used as organic solids for fertilizers, which solves the final problem of organic sludge. way out.

(5)本发明自热式高温微好氧消化后的污泥在pH值调节池中调节pH值并释放溶解氧,由于自热式高温微好氧消化能产生大量VFA,用于厌氧消化过程产甲烷,但VFA会导致pH值下降,所以,在进入厌氧池之前,要投加碱液,将厌氧消化池中的pH值调到6.8~7.2之间,不要超过7.5。另外,混合池要停留一段时间,是因为从自热式高温微好氧消化池流出的污泥,带有些溶解氧,需要释放出来,不能带入到厌氧池,否则会杀死厌氧菌。pH值调节池还起到调配池作用,便于泵将污泥从pH值调节池中取出,泵入到厌氧发酵反应器中。 (5) The sludge after the self-heating high-temperature micro-aerobic digestion of the present invention adjusts the pH value and releases dissolved oxygen in the pH value adjustment tank. Since the self-heating high-temperature micro-aerobic digestion can produce a large amount of VFA, it is used for anaerobic digestion Methane is produced in the process, but VFA will cause the pH value to drop. Therefore, before entering the anaerobic tank, lye should be added to adjust the pH value in the anaerobic digester to between 6.8 and 7.2, not exceeding 7.5. In addition, the mixing tank has to stay for a period of time because the sludge flowing out of the self-heating high-temperature micro-aerobic digester contains some dissolved oxygen, which needs to be released and cannot be brought into the anaerobic tank, otherwise it will kill anaerobic bacteria . The pH value adjustment tank also acts as a deployment tank, which is convenient for the pump to take out the sludge from the pH value adjustment tank and pump it into the anaerobic fermentation reactor.

(6)本发明的消化装置结构紧凑、操作简单,即可建于地上,也可地埋或半地埋式,节约用地,美化环境。 (6) The digestion device of the present invention is compact in structure and easy to operate. It can be built on the ground, buried or semi-buried, saving land and beautifying the environment.

附图说明 Description of drawings

图1为本发明的消化装置的结构示意图; Fig. 1 is the structural representation of digestion device of the present invention;

上述附图中的标记如下: The markings in the above drawings are as follows:

高温微好氧反应器1,反应罐11,进料口11-1,出料口11-2,放空口11-3,污泥回流系统12,曝气系统13,温度传感器14,气体吸收处理装置15; High-temperature micro-aerobic reactor 1, reaction tank 11, feed port 11-1, discharge port 11-2, vent port 11-3, sludge return system 12, aeration system 13, temperature sensor 14, gas absorption treatment device 15;

厌氧发酵反应器2,反应罐21,进料口21-1,出料口21-2,放空口21-3, 搅拌器22,气体收集过滤器23,温度传感器24,气体取样管25,循环水管路26;pH值调节池3。 Anaerobic fermentation reactor 2, reaction tank 21, feed port 21-1, discharge port 21-2, vent port 21-3, agitator 22, gas collection filter 23, temperature sensor 24, gas sampling pipe 25, Circulating water pipeline 26; pH value adjustment pool 3.

具体实施方式 Detailed ways

(实施例1) (Example 1)

见图1,本实施例的有机污泥高温微好氧-厌氧消化装置包括自热式高温微好氧反应器1、厌氧发酵反应器2和pH值调节池3。pH值调节池3设置在高温微好氧反应器1和厌氧发酵反应器2之间,自热式高温微好氧反应器1的出料口通过管道与pH值调节池3相通,pH值调节池3通过管道与泵与厌氧发酵反应器2的进料口相连通。 As shown in FIG. 1 , the high-temperature micro-aerobic-anaerobic digestion device for organic sludge in this embodiment includes an autothermal high-temperature micro-aerobic reactor 1 , an anaerobic fermentation reactor 2 and a pH adjustment tank 3 . The pH adjustment tank 3 is arranged between the high-temperature micro-aerobic reactor 1 and the anaerobic fermentation reactor 2, and the outlet of the self-heating high-temperature micro-aerobic reactor 1 communicates with the pH adjustment tank 3 through a pipeline, and the pH value The adjustment tank 3 communicates with the feed port of the anaerobic fermentation reactor 2 through a pipeline and a pump.

自热式高温微好氧反应器1包括反应罐11、污泥回流系统12、曝气系统13、温度传感器14和气体吸收处理装置15。 The self-heating high-temperature micro-aerobic reactor 1 includes a reaction tank 11 , a sludge return system 12 , an aeration system 13 , a temperature sensor 14 and a gas absorption treatment device 15 .

所述反应罐11的外周设有保温层,反应罐11设有进料口11-1、出料口11-2和放空口11-3。进料口11-1设置在反应罐11的上端,出料口11-2和放空口11-3设置在反应罐11的底部。反应罐11内部设有进料区、反应区和出料区,所述进料区在上部、反应区在中部、出料区在下部。 The outer periphery of the reaction tank 11 is provided with an insulating layer, and the reaction tank 11 is provided with a feed port 11-1, a discharge port 11-2 and a vent port 11-3. The feed port 11 - 1 is arranged at the upper end of the reaction tank 11 , and the material outlet 11 - 2 and the vent port 11 - 3 are arranged at the bottom of the reaction tank 11 . The inside of the reaction tank 11 is provided with a feed zone, a reaction zone and a discharge zone, the feed zone is in the upper part, the reaction zone is in the middle, and the discharge zone is in the lower part.

污泥回流系统12在反应罐11外部,包括下段管路、污泥回流泵和上段管路,下段管路上设有止回阀。污泥回流系统12的下段管路与反应罐11的底部相连通,上段管路的出料端与反应罐11的顶部相连通。污泥回流泵设置在下段管路与上段管路之间,将污泥从反应罐11的底部抽出,然后从反应罐11的顶部重新进入反应罐11内部。 The sludge return system 12 is outside the reaction tank 11 and includes a lower pipeline, a sludge return pump and an upper pipeline, and a check valve is arranged on the lower pipeline. The lower pipeline of the sludge return system 12 communicates with the bottom of the reaction tank 11 , and the discharge end of the upper pipeline communicates with the top of the reaction tank 11 . The sludge return pump is arranged between the lower pipeline and the upper pipeline, and the sludge is drawn out from the bottom of the reaction tank 11, and then re-enters the inside of the reaction tank 11 from the top of the reaction tank 11.

所述曝气系统13包括有曝气管、曝气头、压力表;曝气管布置在反应罐11的底部;曝气头均匀分布在曝气管上并与曝气管相通。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。本发明在反应初期,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。 The aeration system 13 includes an aeration pipe, an aeration head, and a pressure gauge; the aeration pipe is arranged at the bottom of the reaction tank 11; the aeration head is evenly distributed on the aeration pipe and communicated with the aeration pipe. 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, 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.

温度传感器14在反应罐11的上部、中部、下部各设置一个,以检测反应罐11内污泥的温度。 One temperature sensor 14 is respectively arranged on the upper part, the middle part and the lower part of the reaction tank 11 to detect the temperature of the sludge in the reaction tank 11 .

气体吸收处理装置15设置在反应罐11的上方,通过管道与反应罐11的内部相通。所述气体吸收处理装置15为生物膜吸收过滤装置,可以处理H2S、SO2等酸性气体。 The gas absorption treatment device 15 is arranged above the reaction tank 11 and communicates with the inside of the reaction tank 11 through a pipe. The gas absorption treatment device 15 is a biofilm absorption and filtration device, which can process acid gases such as H 2 S and SO 2 .

厌氧发酵反应器2包括反应罐21、搅拌器22、气体收集过滤器23、温度传感器24、气体取样管25和循环水管路26。 The anaerobic fermentation reactor 2 includes a reaction tank 21 , an agitator 22 , a gas collection filter 23 , a temperature sensor 24 , a gas sampling pipe 25 and a circulating water pipeline 26 .

反应罐21设有进料口21-1、出料口21-2和放空口21-3,进料口设置在反应罐21的上部,出料口21-2设置在反应罐21的中部,放空口21-3设置在反应罐21的底部。 Reactor 21 is provided with feed inlet 21-1, feed outlet 21-2 and vent 21-3, and feed inlet is arranged on the top of reactor 21, and feed outlet 21-2 is arranged on the middle part of reactor 21, The vent 21 - 3 is provided at the bottom of the reaction tank 21 .

反应罐21内设三个区域,依次分为进料区、反应区和出料区,进料区设在上部,反应区设在底部,出料区设在中部。 There are three areas in the reaction tank 21, which are successively divided into a feed area, a reaction area and a discharge area. The feed area is located at the top, the reaction area is located at the bottom, and the discharge area is located at the middle.

搅拌器22包括电机、杆轴和搅拌桨叶,电机固定设置在反应罐21的上方,杆轴从上向下穿入反应罐21内部,搅拌桨叶在杆轴上设置两层,其中下层的搅拌桨叶距离反应罐21的底部30cm,上层的搅拌桨叶设置在反应罐21内有效水深的中部,电机带动两层桨叶旋转对罐内污泥充分混合搅拌。搅拌器22并不是24小时一直开启,而是在对反应罐21进行供热时才开启,供热结束后亦停止搅拌。 The agitator 22 includes a motor, a rod shaft and stirring blades, the motor is fixedly arranged above the reaction tank 21, the rod shaft penetrates into the inside of the reaction tank 21 from top to bottom, and the stirring blades are arranged in two layers on the rod shaft, wherein the lower layer The stirring blades are 30cm away from the bottom of the reaction tank 21, and the upper stirring blades are set in the middle of the effective water depth in the reaction tank 21, and the motor drives the two layers of blades to rotate to fully mix and stir the sludge in the tank. The stirrer 22 is not turned on all the time for 24 hours, but is turned on when the reaction tank 21 is supplied with heat, and the stirring is stopped after the heat supply is finished.

气体收集过滤器23设置在反应罐21的上方,通过管道与反应罐21的内部相通。气体收集过滤器23收集反应罐21内产生的甲烷气体,将其收集后贮存或燃烧对反应罐21供热。 The gas collection filter 23 is arranged above the reaction tank 21 and communicates with the inside of the reaction tank 21 through a pipe. The gas collection filter 23 collects the methane gas generated in the reaction tank 21 , and stores or burns the methane gas generated in the reaction tank 21 to provide heat for the reaction tank 21 .

温度传感器24在反应罐21的上部、中部、下部各设置一个,以检测反应罐11内各区域的污泥的温度。 One temperature sensor 24 is respectively arranged on the upper part, the middle part and the lower part of the reaction tank 21 to detect the temperature of the sludge in each area in the reaction tank 11 .

气体取样管25在反应罐21的上部、中部、下部各设置一个,以检测反应罐11内各区域的气体成分。 One gas sampling tube 25 is respectively provided at the upper part, the middle part and the lower part of the reaction tank 21 to detect the gas components in each area in the reaction tank 11 .

循环水管路26设置在反应罐21底部,通过管道与锅炉连接,锅炉的燃气灶通过管道与气体收集过滤器23的出气口相连通。 The circulating water pipeline 26 is arranged at the bottom of the reaction tank 21 and is connected to the boiler through the pipeline, and the gas stove of the boiler is communicated with the gas outlet of the gas collection filter 23 through the pipeline.

使用上述消化装置对有机污泥进行高温微好氧-厌氧消化方法包括以下步骤: The high-temperature micro-aerobic-anaerobic digestion method for organic sludge using the above-mentioned digestion device comprises the following steps:

①菌种的驯化。 ① Domestication of strains.

取含固率为5%~7%的城市污泥装入高温微好氧反应器1中,开启污泥回流系统12及曝气系统13,好氧消化一段时间,待温度上升,并达到平衡后(即反应罐11内污泥温度不再上升),排放反应罐11内1/2污泥,再补充含固率为5%~7%的新鲜污泥,继续运行,重复上述步骤直至反应罐11内温度达到50℃~55℃。待温度上升至50℃以上,停止曝气和污泥回流,驯化结束,排放一部分污泥,反应罐11内预留1/3污泥作为种泥。 Take municipal sludge with a solid content rate of 5% to 7% and put it into the high-temperature micro-aerobic reactor 1, open the sludge return system 12 and the aeration system 13, and perform aerobic digestion for a period of time until the temperature rises and reaches equilibrium After that (that is, the temperature of the sludge in the reaction tank 11 does not rise any more), discharge 1/2 of the sludge in the reaction tank 11, and then replenish fresh sludge with a solid content rate of 5% to 7%, continue to operate, repeat the above steps until the reaction The temperature in the tank 11 reaches 50°C to 55°C. When the temperature rises above 50°C, stop the aeration and sludge reflux, and discharge a part of the sludge after acclimatization is completed, and reserve 1/3 of the sludge in the reaction tank 11 as seed sludge.

②有机污泥的高温微好氧消化过程。 ②High-temperature micro-aerobic digestion process of organic sludge.

打开污泥输送泵,向自热式高温微好氧反应器1的反应罐11中送入反应罐11的2/3有效体积的有机污泥,有机污泥与预留的驯化后污泥装满反应器,达到有效体积,反应器有0.5m超高;有机污泥含固率在4%~7%,挥发性有机固体浓度占60%~80%;开启污泥回流系统12和曝气系统13,曝气系统13的曝气量为10~14m3/h,有机污泥开始高温微好氧消化过程。污泥在自热式高温微好氧反应器中停留2~3天进行高温微好氧消化过程。高温微好氧消化过程中,氧化还原电位ORP为0~-100mv。 Turn on the sludge delivery pump, and send into the reaction tank 11 of the self-heating type high-temperature micro-aerobic reactor 1 the organic sludge of 2/3 effective volume of the reaction tank 11, and the organic sludge and the reserved domesticated sludge are loaded The reactor is full to reach the effective volume, and the reactor has a super height of 0.5m; the solid content of organic sludge is 4% to 7%, and the concentration of volatile organic solids accounts for 60% to 80%; open the sludge return system 12 and aeration System 13, the aeration rate of the aeration system 13 is 10-14m 3 /h, and the organic sludge starts the high-temperature micro-aerobic digestion process. The sludge stays in the self-heating high-temperature micro-aerobic reactor for 2 to 3 days to carry out the high-temperature micro-aerobic digestion process. During the high-temperature micro-aerobic digestion process, the oxidation-reduction potential ORP is 0~-100mv.

在消化过程中,污泥好氧消化过程自放热,污泥回流供给不超过30%的机械能,同时由于自热式高温微好氧反应器1的反应器本体的外周设有保温层,使得消化温度无需外加热源,维持在45℃~65℃之间,在此高温下对有机污泥进行灭菌,实现消化后污泥无害化。若反应器温度上升到65℃以上,则加大曝气量,关闭污泥回流,使得散热增多,以实现降温。 During the digestion process, the sludge aerobic digestion process is self-exothermic, and the sludge reflux supplies no more than 30% of the mechanical energy. At the same time, since the outer periphery of the reactor body of the self-heating high-temperature micro-aerobic reactor 1 is provided with an insulation layer, the The digestion temperature does not require an external heat source, and is maintained between 45°C and 65°C. At this high temperature, the organic sludge is sterilized and the digested sludge is harmless. If the temperature of the reactor rises above 65°C, increase the aeration rate and close the sludge return to increase the heat dissipation to achieve cooling.

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,因此在自热式高温微好氧反应器中是不完全好氧,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,很容易产生挥发性脂肪酸(VFA),而VFA在厌氧条件下,很容易产甲烷,因此有机污泥的高温微好氧消化过程利于后段有机污泥的厌氧消化过程。 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 in the autothermal high-temperature micro-aerobic reactor, that is, through The joint action of aerobic bacteria, facultative bacteria and anaerobic bacteria degrades volatile organic compounds and easily produces volatile fatty acids (VFA). Under anaerobic conditions, VFA can easily produce methane, so the high temperature and micro The aerobic digestion process is beneficial to the anaerobic digestion process of the organic sludge in the later stage.

高温微好氧消化结束后,消化后的污泥从出料口通过管道进入pH值调节池3,向pH值调节池3中投入氢氧化钠溶液,将pH值调节池3中的物料的pH值调到6.8~7.2之间。pH值调节完毕后的污泥在池中停留3h~5h以释放污泥中的溶解氧。 After the high-temperature micro-aerobic digestion is completed, the digested sludge enters the pH value adjustment tank 3 from the discharge port through the pipeline, and puts sodium hydroxide solution into the pH value adjustment tank 3 to adjust the pH value of the material in the pH value adjustment tank 3. The value is adjusted to between 6.8 and 7.2. After the pH value is adjusted, the sludge stays in the tank for 3h to 5h to release the dissolved oxygen in the sludge.

③有机污泥的中温厌氧消化。 ③Mesophilic anaerobic digestion of organic sludge.

打开污泥泵,步骤②释放溶解氧的经过高温微好氧消化的污泥由泵送入厌氧发酵反应器2中。污泥在厌氧发酵反应器2中停留10~20天完成厌氧消化过程,无需外加热源,中温厌氧温度是33℃~35℃,排出泥经机械脱水后直接农用。 Turn on the sludge pump, and the sludge that has been digested by high-temperature micro-aerobic digestion to release dissolved oxygen in step ② is pumped into the anaerobic fermentation reactor 2 . The sludge stays in the anaerobic fermentation reactor 2 for 10 to 20 days to complete the anaerobic digestion process without external heating source, the temperature of mesophilic anaerobic is 33°C to 35°C, and the discharged sludge is directly used in agriculture after mechanical dehydration.

若自热式高温微好氧消化后流出的污泥温度过高,超过60℃,将高温微好氧消化后的污泥在pH值调节池3中多停留几个小时散热。若厌氧池温度达不到中温范围,可将自热式高温微好氧消化的污泥温度尽量提高,通过减少曝气量、加大污泥回流给机械热量,使得高温微好氧消化温度达到50℃~60℃,保证厌氧池的中温。 If the temperature of the sludge flowing out after self-heating high-temperature micro-aerobic digestion is too high, exceeding 60° C., the sludge after high-temperature micro-aerobic digestion should be kept in the pH adjustment tank 3 for several hours to dissipate heat. If the temperature of the anaerobic tank does not reach the medium temperature range, the sludge temperature of the self-heating high-temperature micro-aerobic digestion can be increased as much as possible. Reach 50°C to 60°C to ensure the medium temperature of the anaerobic tank.

本发明的消化装置属于两级串联反应器,自热式高温微好氧反应器通过污泥回流进行搅拌混合,混合无死角,达到污泥悬浮作用,促进微生物生化反应,使微生物自身氧化反应完全,在自热式高温微好氧反应器中,经过微好氧消化释放足够热量,确保微好氧反应器的高温状态和厌氧发酵反应器内污泥的中温状态。 The digestion device of the present invention belongs to two-stage series reactors, and the self-heating high-temperature micro-aerobic reactor is stirred and mixed through the sludge reflux, and the mixing has no dead angle, so as to achieve the sludge suspension effect, promote the biochemical reaction of microorganisms, and completely complete the oxidation reaction of microorganisms , in the self-heating high-temperature micro-aerobic reactor, enough heat is released through micro-aerobic digestion to ensure the high-temperature state of the micro-aerobic reactor and the medium-temperature state of the sludge in the anaerobic fermentation reactor.

实际运行时,采用半连续式进料排料方式。本实施例中自热式高温微好氧消化污泥停留时间是2天,厌氧消化污泥停留12天。 In actual operation, a semi-continuous feeding and discharging method is adopted. In this example, the residence time of autothermal high-temperature micro-aerobic digestion sludge is 2 days, and the residence time of anaerobic digestion sludge is 12 days.

设自热式高温微好氧消化反应器有效体积为V,第一天进泥量为V/2,停留两天,第三天进泥V/2,排泥V/2。即隔天进泥和排泥。从自热式高温微好氧消化反应器,每天排出泥V,进入厌氧消化池,厌氧消化池体积为12V,所以,污泥停留时间为12天。厌氧消化池每天排泥量V。这样进泥和排泥相等。 Assuming that the effective volume of the self-heating high-temperature micro-aerobic digestion reactor is V, the amount of mud entering on the first day is V/2, and it stays for two days. That is to say, the mud is fed and the mud is discharged every other day. From the self-heating high-temperature micro-aerobic digestion reactor, the sludge V is discharged every day and enters the anaerobic digestion tank. The volume of the anaerobic digestion tank is 12V, so the sludge residence time is 12 days. The daily sludge discharge volume of the anaerobic digester is V. In this way, mud entry and mud discharge are equal.

对于自热式高温微好氧消化,由于是自热式,温度上升不容易,所以本实施例中的反应器体积为10m3。本实施例的自热式高温微好氧消化阶段温度可达到45℃~65℃之间,冬季虽会偏低,但由于反应器体积大最低能维持在50℃。 For the autothermal high-temperature micro-aerobic digestion, since it is an autothermal type, the temperature rise is not easy, so the volume of the reactor in this embodiment is 10m 3 . The temperature in the self-heating high-temperature micro-aerobic digestion stage of this embodiment can reach between 45°C and 65°C. Although it will be lower in winter, it can be maintained at a minimum of 50°C due to the large volume of the reactor.

本发明的有机污泥高温微好氧-厌氧消化方法的利用了自热式高温微好氧消化能自己产热的优点,不需外加热源,节省成本。 The high-temperature micro-aerobic-anaerobic digestion method for organic sludge of the present invention utilizes the advantage of self-heating high-temperature micro-aerobic digestion that can generate heat by itself, does not require an external heating source, and saves costs.

本发明的消化装置的厌氧发酵为中温消化,利用了自热式高温微好氧中污泥自带的热量,不需外加热源,节省成本。厌氧发酵反应器能产具有能源物质的甲烷气体,进行了资源化利用;并且消化后污泥保留了氮磷营养成分,经脱水后可以农用,解决污泥最终出路。 The anaerobic fermentation of the digestion device of the present invention is mesophilic digestion, which utilizes the heat of the sludge in the self-heating high-temperature micro-aerobic medium, does not require an external heating source, and saves costs. The anaerobic fermentation reactor can produce methane gas with energy substances for resource utilization; and the digested sludge retains nitrogen and phosphorus nutrients, which can be used for agriculture after dehydration, solving the final outlet of sludge.

(实施例2) (Example 2)

本实施例的有机污泥高温微好氧-厌氧消化方法其余与实施例1相同,不同之处在于: The organic sludge high-temperature micro-aerobic-anaerobic digestion method of the present embodiment is identical with embodiment 1 except that:

步骤③有机污泥进行高温厌氧消化。 Step ③ The organic sludge is subjected to high-temperature anaerobic digestion.

打开连接管道的阀门,步骤②释放溶解氧的经过高温微好氧消化的污泥由泵送入厌氧发酵反应器2中。污泥在厌氧发酵反应器2中停留6~10天完成厌氧消化过程,高温厌氧消化的温度为50℃~55℃,排出泥经机械脱水后直接农用。 Open the valve connected to the pipeline, step ② releases the dissolved oxygen and is pumped into the anaerobic fermentation reactor 2 through the high-temperature micro-aerobic digestion sludge. The sludge stays in the anaerobic fermentation reactor 2 for 6-10 days to complete the anaerobic digestion process. The temperature of the high-temperature anaerobic digestion is 50°C-55°C, and the discharged sludge is directly used for agriculture after mechanical dehydration.

高温厌氧消化可以使得反应速度加快。高温厌氧消化的热源一部分来自前段的自热式高温微好氧流出的污泥自带的热量,另一部分热源的来源是将高温厌氧消化产生的甲烷收集后燃烧水得到的蒸汽或热水通过厌氧发酵反应器2内的循环水管路26对反应罐21内的污泥供热以维持50℃~55℃的高温。 High-temperature anaerobic digestion can speed up the reaction rate. Part of the heat source for high-temperature anaerobic digestion comes from the self-heating type high-temperature micro-aerobic flow out of the sludge in the previous stage. The other part of the heat source is the steam or hot water obtained by collecting methane generated by high-temperature anaerobic digestion and burning water. Heat is supplied to the sludge in the reaction tank 21 through the circulating water pipeline 26 in the anaerobic fermentation reactor 2 to maintain a high temperature of 50°C to 55°C.

当厌氧发酵反应器2的温度下降时,向循环水管路26内输送蒸汽或热水以对反应罐21内的污泥供热,循环水管路26供热的同时打开搅拌器22使热量分散均匀,供热结束停止搅拌。 When the temperature of the anaerobic fermentation reactor 2 drops, steam or hot water is sent to the circulating water pipeline 26 to provide heat to the sludge in the reaction tank 21, and the agitator 22 is turned on to disperse the heat while the circulating water pipeline 26 is heating. Evenly, stop stirring at the end of heating.

(实施例3) (Example 3)

本实施例的有机污泥高温微好氧-厌氧消化方法其余与实施例1相同,不同之处在于: The organic sludge high-temperature micro-aerobic-anaerobic digestion method of the present embodiment is identical with embodiment 1 except that:

自热式高温微好氧反应器1还包括消泡系统,所述消泡系统包括空气消泡管、喷射口;所述空气消泡管布置在反应罐11的上部,管壁上均匀开有小孔;所述喷射口安装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。 The self-heating type high-temperature micro-aerobic reactor 1 also includes a defoaming system, and the defoaming system includes an air defoaming pipe and an injection port; A small hole; the injection port is installed on 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.

消化方法的步骤②有机污泥的高温微好氧消化过程中,消泡系统向反应罐内送入空气将反应罐内产生的气泡打破,使得消化过程顺利进行。 Steps of the digestion method ② During the high-temperature micro-aerobic digestion process of organic sludge, the defoaming system sends air into the reaction tank to break the bubbles generated in the reaction tank, so that the digestion process goes smoothly.

Claims (9)

1.一种有机污泥高温微好氧-厌氧消化装置,包括高温好氧反应器和厌氧发酵反应器(2),其特征在于:还包括 pH值调节池(3);所述高温好氧反应器为自热式高温微好氧反应器(1);pH值调节池(3)设置在高温微好氧反应器(1)和厌氧发酵反应器(2)之间,自热式高温微好氧反应器(1)的出料口通过管道与pH值调节池(3)相通,pH值调节池(3)通过管道与泵与厌氧发酵反应器(2)的进料口相连通; 1. A high-temperature micro-aerobic-anaerobic digestion device for organic sludge, comprising a high-temperature aerobic reactor and anaerobic fermentation reactor (2), characterized in that: it also includes a pH value adjustment tank (3); the high-temperature The aerobic reactor is a self-heating high-temperature micro-aerobic reactor (1); the pH adjustment tank (3) is set between the high-temperature micro-aerobic reactor (1) and the anaerobic fermentation reactor (2), and the self-heating The discharge port of the high-temperature micro-aerobic reactor (1) communicates with the pH value adjustment tank (3) through the pipeline, and the pH value adjustment tank (3) communicates with the feed port of the anaerobic fermentation reactor (2) through the pipeline and the pump Connected; 自热式高温微好氧反应器(1)包括反应罐(11)、污泥回流系统(12)、曝气系统(13)、温度传感器(14)和气体吸收处理装置(15);所述污泥回流系统(12)设置在反应罐(11)外部,包括下段管路、污泥回流泵和上段管路;下段管路、污泥回流泵、上段管路和反应罐形成一个相通的回路;曝气系统(13)包括有曝气管、曝气头、压力表,曝气管布置在反应罐(11)的底部;温度传感器(14)在反应罐(11)的上部、中部、下部各设置一个;气体吸收处理装置(15)设置在反应罐(11)的上方,通过管道与反应罐(11)的内部相通。 The self-heating high-temperature micro-aerobic reactor (1) includes a reaction tank (11), a sludge return system (12), an aeration system (13), a temperature sensor (14) and a gas absorption treatment device (15); The sludge return system (12) is set outside the reaction tank (11), including the lower pipeline, the sludge return pump and the upper pipeline; the lower pipeline, the sludge return pump, the upper pipeline and the reaction tank form a connected loop The aeration system (13) includes an aeration pipe, an aeration head, and a pressure gauge, and the aeration pipe is arranged at the bottom of the reaction tank (11); the temperature sensor (14) is located at the upper, middle, and lower parts of the reaction tank (11) Each is provided with one; the gas absorption treatment device (15) is arranged above the reaction tank (11), and communicates with the inside of the reaction tank (11) through a pipe. 2.根据权利要求1所述的有机污泥高温微好氧-厌氧消化装置,其特征在于:厌氧发酵反应器(2)包括反应罐(21)、搅拌器(22)、气体收集过滤器(23)、温度传感器(24)、气体取样管(25)和循环水管路(26); 2. The organic sludge high-temperature micro-aerobic-anaerobic digestion device according to claim 1, characterized in that: the anaerobic fermentation reactor (2) includes a reaction tank (21), an agitator (22), a gas collection filter device (23), temperature sensor (24), gas sampling tube (25) and circulating water pipeline (26); 搅拌器(22)包括电机、杆轴和搅拌桨叶,电机固定设置在反应罐(21)的上方,杆轴从上向下穿入反应罐(21)内部,搅拌桨叶在杆轴上设置两层,其中下层的搅拌桨叶设置在反应罐(21)的底部,上层的搅拌桨叶设置在反应罐(21)内有效水深的中部; The stirrer (22) includes a motor, a rod shaft and stirring blades, the motor is fixedly arranged above the reaction tank (21), the rod shaft penetrates into the inside of the reaction tank (21) from top to bottom, and the stirring blades are set on the rod shaft Two layers, wherein the stirring blades of the lower layer are set at the bottom of the reaction tank (21), and the stirring blades of the upper layer are set at the middle of the effective water depth in the reaction tank (21); 循环水管路(26)设置在反应罐(21)底部,通过管道与锅炉连接,锅炉的燃气灶通过管道与气体收集过滤器(23)的出气口相连通。 The circulating water pipeline (26) is arranged at the bottom of the reaction tank (21), and is connected to the boiler through the pipeline, and the gas stove of the boiler is connected to the gas outlet of the gas collection filter (23) through the pipeline. 3.一种如权利要求1所述的有机污泥高温微好氧-厌氧消化装置的消化方法,其特征在于包括以下步骤: 3. a digestion method of organic sludge high-temperature micro-aerobic-anaerobic digestion device as claimed in claim 1, is characterized in that comprising the following steps: ①菌种的驯化,菌种的驯化在自热式高温微好氧反应器(1)的反应罐(11)中进行,驯化得到的含有菌种的种泥留1/4~1/2在反应罐(11)内部; ① The domestication of the strains, the domestication of the strains is carried out in the reaction tank (11) of the self-heating high-temperature micro-aerobic reactor (1), and 1/4 to 1/2 of the seed sludge containing the strains obtained from the domestication is left in the Inside the reaction tank (11); ②有机污泥的高温微好氧消化过程;打开污泥输送泵,向自热式高温微好氧反应器(1)的反应罐(11)中送入有机污泥,有机污泥的输送量为反应罐(11)的剩余有效体积;开启污泥回流系统(12)和曝气系统(13),有机污泥开始高温微好氧消化过程,污泥在自热式高温微好氧反应器中停留2~3天完成高温微好氧消化过程;消化温度维持在45℃~65℃之间; ②The high-temperature micro-aerobic digestion process of organic sludge; turn on the sludge delivery pump, and send organic sludge into the reaction tank (11) of the self-heating high-temperature micro-aerobic reactor (1), and the transport volume of organic sludge is the remaining effective volume of the reaction tank (11); the sludge return system (12) and the aeration system (13) are turned on, and the organic sludge starts the high-temperature micro-aerobic digestion process, and the sludge is in the self-heating high-temperature micro-aerobic reactor Stay in the middle for 2 to 3 days to complete the high-temperature micro-aerobic digestion process; the digestion temperature is maintained between 45°C and 65°C; 高温微好氧消化结束后,消化后的污泥从出料口通过管道进入pH值调节池(3),向pH值调节池(3)中投入碱液,将pH值调节池(3)中的物料的pH值调到6.8~7.2之间,pH值调节完毕后的污泥在池中停留3~5h以释放污泥中的溶解氧; After the high-temperature micro-aerobic digestion, the digested sludge enters the pH adjustment tank (3) from the discharge port through the pipeline, puts lye into the pH adjustment tank (3), and puts the pH value adjustment tank (3) The pH value of the raw material is adjusted to between 6.8 and 7.2, and the sludge after the pH value adjustment is completed stays in the tank for 3 to 5 hours to release the dissolved oxygen in the sludge; ③有机污泥的厌氧消化过程;步骤②释放溶解氧的经过高温微好氧消化的污泥由泵送入厌氧发酵反应器(2)停留6~20天完成厌氧消化过程,排出泥经机械脱水后直接农用。 ③ Anaerobic digestion process of organic sludge; Step ② The sludge that releases dissolved oxygen and undergoes high-temperature micro-aerobic digestion is pumped into the anaerobic fermentation reactor (2) stays for 6 to 20 days to complete the anaerobic digestion process, and the sludge is discharged After mechanical dehydration, it can be directly used in agriculture. 4.根据权利要求3所述的有机污泥高温微好氧-厌氧消化方法,其特征在于:步骤②有机污泥的高温微好氧消化过程中,自热式高温微好氧反应器(1)的反应罐(11)中的氧化还原电位ORP为0~-100mv。 4. The high-temperature micro-aerobic-anaerobic digestion method for organic sludge according to claim 3, characterized in that: step ② in the high-temperature micro-aerobic digestion process of organic sludge, the self-heating high-temperature micro-aerobic reactor ( 1) The oxidation-reduction potential ORP in the reaction tank (11) is 0-100mv. 5.根据权利要求3所述的有机污泥高温微好氧-厌氧消化方法,其特征在于:步骤③有机污泥的厌氧消化过程为中温厌氧消化过程;中温厌氧温度是33℃~35℃,污泥在厌氧发酵反应器(2)中停留10~20天完成厌氧消化过程。 5. The high-temperature micro-aerobic-anaerobic digestion method for organic sludge according to claim 3, characterized in that: step ③ the anaerobic digestion process of organic sludge is a mesophilic anaerobic digestion process; the mesophilic anaerobic temperature is 33°C ~35°C, the sludge stays in the anaerobic fermentation reactor (2) for 10-20 days to complete the anaerobic digestion process. 6.根据权利要求5所述的有机污泥高温微好氧-厌氧消化方法,其特征在于:若自热式高温微好氧消化后流出的污泥温度超过60℃,将高温微好氧消化后的污泥在pH值调节池(3)中停留时间延长0~40min散热至中温厌氧温度范围;若厌氧池温度达不到中温厌氧温度范围,则减少高温微好氧消化的曝气量、加大污泥回流给机械热量,使得高温微好氧消化温度达到50℃~60℃,保证厌氧池的中温。 6. The high-temperature micro-aerobic-anaerobic digestion method for organic sludge according to claim 5, characterized in that: if the temperature of the sludge flowing out after autothermal high-temperature micro-aerobic digestion exceeds 60°C, the high-temperature micro-aerobic The residence time of the digested sludge in the pH adjustment tank (3) is extended by 0 to 40 minutes to dissipate heat to the mesophilic anaerobic temperature range; The amount of aeration and increasing the sludge return to give mechanical heat make the high-temperature micro-aerobic digestion temperature reach 50 ℃ ~ 60 ℃, and ensure the medium temperature of the anaerobic tank. 7.根据权利要求3所述的有机污泥高温微好氧-厌氧消化方法,其特征在于:步骤③有机污泥的厌氧消化过程为高温厌氧消化过程;高温厌氧消化的温度为50℃~55℃,污泥在厌氧发酵反应器(2)中停留6~10天完成厌氧消化过程。 7. the organic sludge high-temperature micro-aerobic-anaerobic digestion method according to claim 3 is characterized in that: step 3. the anaerobic digestion process of organic sludge is a high-temperature anaerobic digestion process; the temperature of the high-temperature anaerobic digestion is 50°C-55°C, the sludge stays in the anaerobic fermentation reactor (2) for 6-10 days to complete the anaerobic digestion process. 8.根据权利要求7所述的有机污泥高温微好氧-厌氧消化方法,其特征在于:高温厌氧消化过程产生的甲烷气体收集并后燃烧产生蒸汽或热水对厌氧发酵反应器(2)供热以维持50℃~55℃的高温,将甲烷燃烧产生的蒸汽或热水通过厌氧发酵反应器(2)底部的循环水管路(26)对反应罐(21)供热,同时打开反应罐(21)的搅拌器。 8. The high-temperature micro-aerobic-anaerobic digestion method for organic sludge according to claim 7, characterized in that: the methane gas produced by the high-temperature anaerobic digestion process is collected and post-combusted to generate steam or hot water for the anaerobic fermentation reactor (2) Heat supply to maintain a high temperature of 50°C to 55°C, supply heat to the reaction tank (21) through the circulating water pipeline (26) at the bottom of the anaerobic fermentation reactor (2) through the steam or hot water generated by methane combustion, Open the agitator of reaction tank (21) simultaneously. 9.根据权利要求3所述的有机污泥高温微好氧-厌氧消化方法,其特征在于:步骤②中的有机污泥为含固率在4%~7%,挥发性有机固体浓度占60%~90%的液态有机固体废弃物。 9. The high-temperature micro-aerobic-anaerobic digestion method for organic sludge according to claim 3, characterized in that: the organic sludge in step 2 has a solid content of 4% to 7%, and the concentration of volatile organic solids accounts for 60% to 90% of liquid organic solid waste.
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