CN104341083A - Pharmaceutical sludge reduction treatment method - Google Patents
Pharmaceutical sludge reduction treatment method Download PDFInfo
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- CN104341083A CN104341083A CN201410513353.1A CN201410513353A CN104341083A CN 104341083 A CN104341083 A CN 104341083A CN 201410513353 A CN201410513353 A CN 201410513353A CN 104341083 A CN104341083 A CN 104341083A
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/06—Treatment of sludge; Devices therefor by oxidation
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/02—Biological treatment
- C02F11/04—Anaerobic treatment; Production of methane by such processes
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/12—Treatment of sludge; Devices therefor by de-watering, drying or thickening
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- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/02—Non-contaminated water, e.g. for industrial water supply
- C02F2103/026—Treating water for medical or cosmetic purposes
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- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E50/00—Technologies for the production of fuel of non-fossil origin
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Abstract
本发明公开了一种制药污泥减量化处理方法,包括以下步骤:步骤1),将制药污水处理厂剩余制药污泥进行重力浓缩后,经进泥管输送至储泥池中,在储泥池中通过搅拌机搅拌均匀;步骤2),储泥池搅拌均匀的污泥通过蠕动泵输送至臭氧氧化反应器内进行臭氧氧化处理;臭氧氧化反应器包括臭氧发生器、臭氧接触柱、尾气收集装置,臭氧发生器气源为空气,产生的臭氧浓度为10~33mg/L,臭氧加入量为50~100mgO3/g TS,反应pH5.0~8.0,反应温度为常温20~25℃步骤3),将步骤2)经过臭氧氧化后的制药污泥送入缺氧搅拌池进行搅拌;步骤4),经缺氧搅拌的污泥送入厌氧消化反应器,进行中温厌氧消化;中温厌氧消化反应器内温度为33~37℃,反应pH为6.5~7.5,反应时间10~15天。
The invention discloses a method for reducing the amount of pharmaceutical sludge, which comprises the following steps: step 1), after gravity concentration of the remaining pharmaceutical sludge from a pharmaceutical sewage treatment plant, transporting it to a sludge storage tank through a sludge inlet pipe, Stir evenly in the mud tank by a mixer; step 2), the evenly stirred sludge in the mud storage tank is transported to the ozone oxidation reactor by a peristaltic pump for ozone oxidation treatment; the ozone oxidation reactor includes an ozone generator, an ozone contact column, and a tail gas collection device, the gas source of the ozone generator is air, the ozone concentration generated is 10-33mg/L, the amount of ozone added is 50-100mgO 3 /g TS, the reaction pH is 5.0-8.0, and the reaction temperature is room temperature 20-25°C Step 3 ), the step 2) the pharmaceutical sludge after ozone oxidation is sent into the anoxic stirring tank for stirring; step 4), the sludge stirred through the anoxic is sent into the anaerobic digestion reactor for mesophilic anaerobic digestion; mesophilic anaerobic digestion The temperature in the oxygen digestion reactor is 33-37° C., the reaction pH is 6.5-7.5, and the reaction time is 10-15 days.
Description
技术领域 technical field
本发明涉及制药行业固体废弃物处理与资源化利用技术领域,特别涉及一种制药污泥减量化的处理方法,具体说,涉及一种利用臭氧氧化技术预处理制药污泥,经缺氧搅拌后进行厌氧消化,最终实现制药污泥减量化的方法。 The invention relates to the technical field of solid waste treatment and resource utilization in the pharmaceutical industry, in particular to a treatment method for reducing the amount of pharmaceutical sludge, specifically, to a method for pretreating pharmaceutical sludge by using ozone oxidation technology, which is stirred by anoxic After that, anaerobic digestion is carried out to finally realize the method of reducing the amount of pharmaceutical sludge. the
背景技术 Background technique
随着制药行业的发展,制药废水已成为重要污染源之一。制药废水多采用活性污泥法等生物处理法,处理过程中产生大量剩余污泥。制药污泥成分复杂,含有大量制药过程中残留的原料药及中间体、重金属和盐类以及少量的病原微生物等。目前我国对制药污泥的处理,多将其作为危险废弃物进行填埋。 With the development of the pharmaceutical industry, pharmaceutical wastewater has become one of the important sources of pollution. Pharmaceutical wastewater is mostly treated with biological treatment methods such as activated sludge method, and a large amount of excess sludge is generated during the treatment process. The composition of pharmaceutical sludge is complex, containing a large amount of raw materials and intermediates, heavy metals and salts, and a small amount of pathogenic microorganisms remaining in the pharmaceutical process. At present, most of the treatment of pharmaceutical sludge in our country is landfilled as hazardous waste. the
厌氧消化是目前世界上普遍使用的污泥处置方法,该方法具有杀灭病菌、减少污泥体积,促进污泥最终稳定等优点,同时产生沼气,回收能源,降低能耗。然而目前国内外对这项技术的研发主要集中在处理城市污泥。制药污泥中含有大量的有机物,将制药污泥进行 厌氧消化处理,可有效减少污泥体积,同时实现制药污泥的资源化利用。 Anaerobic digestion is a sludge disposal method commonly used in the world at present. This method has the advantages of killing bacteria, reducing sludge volume, and promoting the final stabilization of sludge. At the same time, it generates biogas, recovers energy, and reduces energy consumption. However, the research and development of this technology at home and abroad is mainly focused on the treatment of municipal sludge. Pharmaceutical sludge contains a large amount of organic matter. Anaerobic digestion of pharmaceutical sludge can effectively reduce the volume of sludge and realize the resource utilization of pharmaceutical sludge. the
但是制药污泥厌氧消化处理周期较长、污泥利用效率较低、产沼气量较少,一定程度上限制了制药污泥消化技术的应用。因此需要通过一定的预处理方式,破坏污泥中微生物细胞壁、细胞膜,使细胞中的有机质释放,从而加速制药污泥厌氧消化水解过程速率,提高污泥产气量,缩短污泥厌氧消化时间,提高消化效率。 However, the period of anaerobic digestion of pharmaceutical sludge is long, the utilization efficiency of sludge is low, and the amount of biogas produced is small, which limits the application of pharmaceutical sludge digestion technology to a certain extent. Therefore, it is necessary to use a certain pretreatment method to destroy the microbial cell wall and cell membrane in the sludge, so as to release the organic matter in the cells, so as to accelerate the anaerobic digestion and hydrolysis process rate of the pharmaceutical sludge, increase the gas production of the sludge, and shorten the anaerobic digestion time of the sludge. , improve digestion efficiency. the
臭氧作为一种强氧化剂,可有效破坏生物细胞壁,释放胞内物质,可作为厌氧消化的预处理技术。现有技术中,中国专利“一种臭氧促进污泥减量化的方法(专利号200910234690.6)”中,以城市污泥为对象,研发了臭氧氧化预处理结合厌氧消化的污泥处理技术,但经臭氧氧化后的污泥中残留大量如臭氧分子等氧化性物质,并不适宜直接进入厌氧消化反应器。 Ozone, as a strong oxidant, can effectively destroy biological cell walls and release intracellular substances, which can be used as a pretreatment technology for anaerobic digestion. In the prior art, in the Chinese patent "A Method for Ozone-Promoted Sludge Reduction (Patent No. 200910234690.6)", a sludge treatment technology of ozone oxidation pretreatment combined with anaerobic digestion was developed for municipal sludge. However, a large amount of oxidizing substances such as ozone molecules remain in the sludge oxidized by ozone, so it is not suitable to directly enter the anaerobic digestion reactor. the
发明内容 Contents of the invention
本发明针对上述现有制药污泥处理现状存在的问题而提出一种制药污泥减量化的处理方法,该方法能够有效减少污泥体积,促进制药污泥的稳定与减量,使厌氧消化效率最大化,同时收集厌氧消化产生的沼气进行利用,具有良好的资源化效果。 The present invention proposes a treatment method for the reduction of pharmaceutical sludge in view of the problems existing in the current situation of the above-mentioned existing pharmaceutical sludge treatment. This method can effectively reduce the volume of sludge, promote the stability and reduction of pharmaceutical sludge, and make anaerobic The digestion efficiency is maximized, and the biogas generated by anaerobic digestion is collected and utilized at the same time, which has a good resource utilization effect. the
为解决本发明提出的技术问题,本发明提供的技术方案是:一种制药污泥减量化处理方法,包括以下步骤: In order to solve the technical problems proposed by the present invention, the technical solution provided by the present invention is: a method for reducing the amount of pharmaceutical sludge, comprising the following steps:
步骤1),将制药污水处理厂剩余制药污泥进行重力浓缩后,经进泥管输送至储泥池中,在储泥池中通过搅拌机搅拌均匀; Step 1), after the gravity concentration of the remaining pharmaceutical sludge from the pharmaceutical sewage treatment plant, it is transported to the sludge storage tank through the sludge inlet pipe, and stirred evenly by a mixer in the sludge storage tank;
步骤2),储泥池搅拌均匀的污泥通过蠕动泵输送至臭氧氧化反应器内进行臭氧氧化处理;臭氧氧化反应器包括臭氧发生器、臭氧接触柱、尾气收集装置,臭氧发生器气源为空气,产生的臭氧浓度为10~33mg/L,臭氧通过钛合金曝气盘进入臭氧接触柱底部,与制药污泥发生氧化作用,臭氧加入量为50~100mgO3/g TS,反应pH5.0~8.0,反应温度为常温20~25℃ Step 2), the uniformly stirred sludge in the mud storage tank is transported to the ozone oxidation reactor by a peristaltic pump for ozone oxidation treatment; the ozone oxidation reactor includes an ozone generator, an ozone contact column, and a tail gas collection device, and the gas source of the ozone generator is Air, the concentration of ozone produced is 10-33mg/L, the ozone enters the bottom of the ozone contact column through the titanium alloy aeration pan, and oxidizes with the pharmaceutical sludge, the amount of ozone added is 50-100mgO 3 /g TS, and the reaction pH is 5.0 ~8.0, the reaction temperature is room temperature 20~25℃
步骤3),将步骤2)经过臭氧氧化后的制药污泥送入缺氧搅拌池进行搅拌; Step 3), the pharmaceutical sludge after step 2) is sent to the anoxic stirring tank through ozonation for stirring;
步骤4),经缺氧搅拌的污泥送入厌氧消化反应器,进行中温厌氧消化;中温厌氧消化反应器内温度为33~37℃,反应pH为6.5~7.5,反应时间10~15天;厌氧消化产生的生物气经过气体收集装置收集,并测定甲烷含量。 Step 4), the sludge stirred by hypoxia is sent to the anaerobic digestion reactor for mesophilic anaerobic digestion; the temperature inside the mesophilic anaerobic digestion reactor is 33-37°C, the reaction pH is 6.5-7.5, and the reaction time is 10-20°C. 15 days; the biogas produced by anaerobic digestion is collected by a gas collection device, and the methane content is measured. the
优选的,所述的步骤1)中的制药剩余污泥进入储泥池前经过2mm筛网,去除大颗粒物质。 Preferably, the pharmaceutical surplus sludge in step 1) passes through a 2mm screen before entering the sludge storage tank to remove large particles. the
进一步优选的技术方案是,所述的步骤4)中的缺氧搅拌池内设有在线监测仪,监测污泥pH、DO、ORP,根据监测数值对污泥pH、DO、ORP进行调节,使污泥达到最适宜厌氧消化的状态。 A further preferred technical solution is that an on-line monitor is provided in the anoxic stirred tank in the step 4) to monitor the sludge pH, DO, ORP, and adjust the sludge pH, DO, ORP according to the monitored values, so that the sludge The mud reaches the state most suitable for anaerobic digestion. the
本发明的有益效果包括:制药污泥经臭氧氧化预处理、缺氧搅拌、厌氧消化后,污泥有效实现减量化,TCOD去除率为65~80%,VS去除率40~59%,污泥的沉降性能和脱水性能得到改善。本发明对于制药剩余污泥减量化处理普适性强,可用于各类制药工艺剩余污泥的处理,具有广泛的应用前景。 The beneficial effects of the present invention include: after the pharmaceutical sludge is pretreated by ozone oxidation, anoxic stirring, and anaerobic digestion, the sludge is effectively reduced, the TCOD removal rate is 65-80%, the VS removal rate is 40-59%, The sedimentation performance and dewatering performance of the sludge are improved. The invention has strong universality for the reduction treatment of pharmaceutical excess sludge, can be used for the treatment of various pharmaceutical process excess sludge, and has wide application prospects. the
臭氧用于制药污泥预处理,可缩短厌氧消化水解过程,经缺氧搅拌将污泥调节至最适宜厌氧消化的状态,可使污泥的厌氧消化效率最大化,臭氧氧化-缺氧搅拌-厌氧消化后的制药污泥体积大大减少,节约污泥后续处置成本,而且获得的甲烷气体可加以利用,具有良好的经济效益。 Ozone is used for pretreatment of pharmaceutical sludge, which can shorten the process of anaerobic digestion and hydrolysis, and adjust the sludge to the most suitable state for anaerobic digestion through anoxic stirring, which can maximize the anaerobic digestion efficiency of sludge. Ozone oxidation-deficiency The volume of pharmaceutical sludge after aerobic stirring-anaerobic digestion is greatly reduced, which saves the subsequent disposal cost of sludge, and the methane gas obtained can be utilized, which has good economic benefits. the
附图说明 Description of drawings
图1为本发明的处理流程设备示意图; Fig. 1 is the processing flow equipment schematic diagram of the present invention;
图中,1为进泥管,2为储泥池,3为储泥池搅拌机,4为臭氧发生器,5为臭氧接触柱,6为尾气收集装置,7为缺氧搅拌池,8为缺氧搅拌池搅拌机,9为在线监测仪,10为厌氧消化反应器,11为沼气收集装置,12为排泥管。 In the figure, 1 is the mud inlet pipe, 2 is the mud storage tank, 3 is the mixer for the mud storage tank, 4 is the ozone generator, 5 is the ozone contact column, 6 is the tail gas collection device, 7 is the anoxic stirring tank, and 8 is the anoxic tank. Oxygen stirring tank mixer, 9 is an online monitor, 10 is an anaerobic digestion reactor, 11 is a biogas collection device, and 12 is a sludge discharge pipe. the
具体实施方式 Detailed ways
以下结合附图和实施例对本发明的技术方案作进一步描述。 The technical solutions of the present invention will be further described below in conjunction with the accompanying drawings and embodiments. the
本发明利用臭氧氧化-缺氧搅拌-厌氧消化联合技术实现制药污泥的减量化,制药污水处理厂剩余污泥经重力浓缩后,经过2mm筛网过滤去除大颗粒物质后,由进泥管1进入储泥池2,通过储泥池搅拌机3搅拌均匀;制药污泥通过蠕动泵进入臭氧接触柱5,臭氧接触柱由臭氧发生器4提供浓度为10~33mg/L的臭氧,产生的尾气由尾气收集装置6收集处理后排放至大气,臭氧加入量与污泥总固体之比为100mgO3/g TS;制药污泥经臭氧氧化预处理后进入缺氧搅拌池7,在搅拌机8的搅拌作用下消除臭氧反应器中产生的泡沫,消除残留的臭氧分子,降低污泥氧化还原电位,搅拌池内设有在线监测仪9,监测污泥pH、DO、ORP,根据监测数值进行调节,使污泥达到最适宜厌氧消化的状态;将缺氧搅拌池内污泥送入厌氧消化反应器10进行中温厌氧消化,反应器温度为33~37℃,反应pH为6.5~7.5,厌氧消化产生的生物气经过沼气收集装置11收集,测定其中甲烷含量,反应后的污泥经排泥管12排出。 The invention utilizes the combination technology of ozone oxidation-anoxic stirring-anaerobic digestion to realize the reduction of pharmaceutical sludge. After the residual sludge of the pharmaceutical sewage treatment plant is concentrated by gravity and filtered through a 2mm screen to remove large particles, The pipe 1 enters the mud storage tank 2, and is evenly stirred by the mud storage tank mixer 3; the pharmaceutical sludge enters the ozone contact column 5 through a peristaltic pump, and the ozone contact column is provided with ozone concentration of 10-33mg/L by the ozone generator 4, and the generated The tail gas is collected and processed by the tail gas collection device 6 and discharged to the atmosphere. The ratio of the amount of ozone added to the total solids of the sludge is 100 mgO 3 /g TS; Under the action of stirring, the foam generated in the ozone reactor is eliminated, the residual ozone molecules are eliminated, and the oxidation-reduction potential of the sludge is reduced. An online monitor 9 is installed in the stirring tank to monitor the sludge pH, DO, and ORP, and adjust according to the monitored values. The sludge reaches the most suitable state for anaerobic digestion; the sludge in the anoxic stirred tank is sent to the anaerobic digestion reactor 10 for mesophilic anaerobic digestion, the temperature of the reactor is 33-37°C, the reaction pH is 6.5-7.5 The biogas produced by digestion is collected by the biogas collection device 11, and the methane content in it is measured, and the reacted sludge is discharged through the sludge discharge pipe 12.
实施例1: Example 1:
某化学合成类综合制药废水处理厂剩余污泥,经重力浓缩后污泥的性质如下: The remaining sludge of a chemical synthesis comprehensive pharmaceutical wastewater treatment plant, the properties of the sludge after gravity concentration are as follows:
将储泥池2中制药污泥送入臭氧接触柱5中,臭氧发生器4产生的臭氧从底部进入臭氧接触柱2,尾气通过尾气收集装置6收集处理后排放至大气。臭氧加入量与污泥总固体之比为100mgO3/g TS,臭氧氧化后污泥中溶解性COD变为2549.3mg/L,溶解性COD增加4.6倍,制药污泥TS减少17.5%。经预处理后将制药污泥送入缺氧搅拌池7中进行搅拌,污泥氧化还原电位ORP由319mV降低至0mV,污泥pH值6.89。缺氧搅拌后的制药污泥进入厌氧消化反应器10,消化产生的气体经沼气收集装置11收集,测定其中甲烷含量;厌氧消化温度为35±1℃,接种污泥为某城市污水处理厂厌氧消化污泥。经臭氧氧化-缺氧搅拌-厌氧消化工艺处理后,该制药污泥TCOD去除率达69.5%,VS减量42.4%。 The pharmaceutical sludge in the mud storage tank 2 is sent to the ozone contact column 5, the ozone generated by the ozone generator 4 enters the ozone contact column 2 from the bottom, and the tail gas is collected and processed by the tail gas collection device 6 and then discharged to the atmosphere. The ratio of ozone addition to sludge total solids was 100mgO 3 /g TS. After ozone oxidation, the soluble COD in the sludge became 2549.3mg/L, the soluble COD increased by 4.6 times, and the TS of pharmaceutical sludge decreased by 17.5%. After pretreatment, the pharmaceutical sludge is sent to the anoxic stirring tank 7 for stirring, the oxidation-reduction potential ORP of the sludge is reduced from 319mV to 0mV, and the pH value of the sludge is 6.89. The pharmaceutical sludge after anaerobic stirring enters the anaerobic digestion reactor 10, and the gas generated by digestion is collected by the biogas collection device 11, and the methane content is measured; the anaerobic digestion temperature is 35±1°C, and the inoculated sludge is a municipal sewage treatment Plant anaerobic digestion sludge. After being treated by ozone oxidation-anoxic stirring-anaerobic digestion process, the TCOD removal rate of the pharmaceutical sludge reached 69.5%, and the VS volume reduction was 42.4%.
实施例2: Example 2:
某抗生素制药厂综合污水处理厂剩余污泥,经重力浓缩后污泥的性质如下: The properties of the remaining sludge in the comprehensive sewage treatment plant of an antibiotic pharmaceutical factory after gravity concentration are as follows:
将储泥池2中制药污泥送入臭氧接触柱5中,臭氧发生器4产生的臭氧从底部进入臭氧接触柱2,尾气通过尾气收集装置6收集处理后排放至大气。臭氧加入量与污泥总固体之比为100mgO3/g TS,臭氧氧化后污泥中溶解性COD变为7793.4mg/L,溶解性COD增加12.4倍,污泥TS减少60.4%。经预处理后将制药污泥送入缺氧搅拌池7中进行搅拌,污泥氧化还原电位ORP由237mV降低至0mV,污泥pH值6.64。缺氧搅拌后的制药污泥进入厌氧消化反应器10,消化产生的气体经沼气收集装置11收集,测定其中甲烷含量;厌氧消化温度为35±1℃,接种污泥为某城市污水处理厂厌氧消化污泥。经臭氧氧化-缺氧搅拌-厌氧消化工艺处理后,该制药污泥TCOD去除率达79.8%,VS减量59.3%。 The pharmaceutical sludge in the mud storage tank 2 is sent to the ozone contact column 5, the ozone generated by the ozone generator 4 enters the ozone contact column 2 from the bottom, and the tail gas is collected and processed by the tail gas collection device 6 and then discharged to the atmosphere. The ratio of ozone addition to sludge total solids was 100mgO 3 /g TS. After ozone oxidation, the soluble COD in the sludge became 7793.4mg/L, the soluble COD increased by 12.4 times, and the sludge TS decreased by 60.4%. After pretreatment, the pharmaceutical sludge is sent to the anoxic stirring tank 7 for stirring, the oxidation-reduction potential ORP of the sludge is reduced from 237mV to 0mV, and the pH value of the sludge is 6.64. The pharmaceutical sludge after anaerobic stirring enters the anaerobic digestion reactor 10, and the gas generated by digestion is collected by the biogas collection device 11, and the methane content is measured; the anaerobic digestion temperature is 35±1°C, and the inoculated sludge is a municipal sewage treatment Plant anaerobic digestion sludge. After being treated by ozone oxidation-anoxic stirring-anaerobic digestion process, the TCOD removal rate of the pharmaceutical sludge is 79.8%, and the VS volume reduction is 59.3%.
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