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CN101244882A - The Method of Using Ultrasonic to Reduce Sludge in the Process of Sewage Biological Treatment - Google Patents

The Method of Using Ultrasonic to Reduce Sludge in the Process of Sewage Biological Treatment Download PDF

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CN101244882A
CN101244882A CNA200810064172XA CN200810064172A CN101244882A CN 101244882 A CN101244882 A CN 101244882A CN A200810064172X A CNA200810064172X A CN A200810064172XA CN 200810064172 A CN200810064172 A CN 200810064172A CN 101244882 A CN101244882 A CN 101244882A
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sludge
mud
ultrasonic
irradiation device
feedback loop
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张光明
刘焕枝
杨晶
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Harbin Institute of Technology Shenzhen
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Harbin Institute of Technology Shenzhen
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Abstract

采用超声波在污水生物处理过程中减少污泥的方法,它涉及污水生物处理中减少污泥的方法。它解决了现有污泥处理处置费用高昂,污泥回流比高,能耗大的问题。本发明的方法:一、在污水生物处理系统中设置超声波辐照装置(3);二、启动污水处理系统;三、污水处理系统处理过程中进行超声波辐照装置(3)处理,超声波频率为20kHz~1MHz,其辐照强度1~50W/cm2;四、经超声波辐照装置(3)处理后的污泥经反馈回路(2)或污泥回流管道(6)输入反应器(1)中进行反复循环,超声波辐照装置(3)运行20~30天,使得污泥得到有效消减。本发明综合利用了冲击波破坏污泥结构及溶胞、强氧化剂降低酶活性、高温热效应作用,使污泥减少50%~70%,方法的流程简单。The invention discloses a method for reducing sludge in the sewage biological treatment process by using ultrasonic waves, and relates to a method for reducing sludge in the sewage biological treatment process. It solves the problems of high sludge treatment and disposal cost, high sludge return ratio and high energy consumption. Method of the present invention: one, ultrasonic irradiation device (3) is set in sewage biological treatment system; 20kHz~1MHz, and its irradiation intensity is 1~50W/cm 2 ; 4. The sludge treated by the ultrasonic irradiation device (3) is input into the reactor (1) through the feedback loop (2) or the sludge return pipe (6) The repeated circulation is carried out, and the ultrasonic irradiation device (3) operates for 20 to 30 days, so that the sludge is effectively reduced. The invention comprehensively utilizes shock wave to destroy sludge structure and cell lysis, strong oxidant to reduce enzyme activity, and high temperature heat effect to reduce sludge by 50% to 70%. The process of the method is simple.

Description

采用超声波在污水生物处理过程中减少污泥的方法 The Method of Using Ultrasonic to Reduce Sludge in the Process of Sewage Biological Treatment

技术领域 technical field

本发明涉及污水生物处理中减少污泥的方法。The invention relates to a method for reducing sludge in sewage biological treatment.

背景技术 Background technique

利用微生物的生命活动来减少污染物的生物处理技术是污水处理最重要的方法,然而,在生物处理过程中,微生物本身不断增长,超过污水处理需求的部分形成剩余污泥。目前我国每年排放的干污泥大约2.0×106t,而且以每年10%的速率增加。剩余污泥含有大量的水、微生物包括多种病原菌、难减少有机物、重金属、其它杂质等,有恶臭、粘滞性高,必须进行安全性的处理和处置。而剩余污泥的处理处置费用高昂,占整个污水处理费用的25%~65%。以焚烧法为例,处理每吨干污泥需要2000元以上。而且在污泥处理处置的过程中还可能产生渗滤液、尾气、二恶英等二次污染。基于以上原因,我国目前80%以上污水处理厂的污泥没有得到有效处理,对环境安全与公众健康形成了威胁。因此,根据清洁生产的原则,在污水处理的过程中实现源头减量、减少剩余污泥的排放量,十分重要。可以充分发挥污水处理厂作用、消除二次污染,实现环境保护的重要目标。国内外相关文献中记载的都是超声波剩余污泥减量,也就是说在剩余污泥产生后再利用超声波来减少其固体物质含量或体积。申请者本人文献报道了SBR工艺的超声波过程减量,该工艺方法中污泥回流比高,能耗大,不能连续运行。The biological treatment technology that uses the life activities of microorganisms to reduce pollutants is the most important method of sewage treatment. However, in the biological treatment process, the microorganisms themselves continue to grow, and the part that exceeds the sewage treatment requirements forms residual sludge. At present, the annual discharge of dry sludge in China is about 2.0×10 6 t, and it is increasing at a rate of 10% per year. Excess sludge contains a large amount of water, microorganisms including various pathogenic bacteria, difficult-to-reduce organic matter, heavy metals, and other impurities. It has a foul smell and high viscosity, and must be treated and disposed of safely. The treatment and disposal of excess sludge is expensive, accounting for 25% to 65% of the entire sewage treatment cost. Taking the incineration method as an example, it costs more than 2,000 yuan per ton of dry sludge. Moreover, in the process of sludge treatment and disposal, secondary pollution such as leachate, tail gas, and dioxin may also be generated. Based on the above reasons, more than 80% of the sludge in sewage treatment plants in my country has not been effectively treated, which poses a threat to environmental safety and public health. Therefore, according to the principle of cleaner production, it is very important to realize source reduction and reduce the discharge of excess sludge in the process of sewage treatment. It can give full play to the role of sewage treatment plants, eliminate secondary pollution, and achieve the important goal of environmental protection. Relevant literatures at home and abroad record the reduction of excess sludge by ultrasonic waves, that is to say, after the excess sludge is generated, ultrasonic waves are used to reduce its solid matter content or volume. The applicant himself has reported in the literature that the ultrasonic process of the SBR process reduces weight. In this process, the sludge reflux ratio is high, the energy consumption is large, and it cannot be operated continuously.

发明内容 Contents of the invention

本发明为了解决我国目前80%以上污水处理厂的污泥没有得到有效处理,处理处置费用高昂,污泥回流比高,能耗大,而且在污泥处理处置的过程中产生渗滤液、尾气、二恶英等二次污染,对环境安全与公众健康形成了威胁的问题,提供了一种采用超声波在污水生物处理过程中减少污泥的方法,解决上述问题的具体技术方案如下:The present invention solves the problem that the sludge in more than 80% of the sewage treatment plants in my country has not been effectively treated, the cost of treatment and disposal is high, the sludge reflux ratio is high, the energy consumption is large, and leachate, tail gas, Secondary pollution such as dioxin poses a threat to environmental safety and public health. A method for reducing sludge in the process of sewage biological treatment using ultrasonic waves is provided. The specific technical solution to solve the above problems is as follows:

本发明采用超声波在污水生物处理过程中减少污泥的方法的步骤如下:The present invention adopts the steps of the method for reducing sludge in the sewage biological treatment process by ultrasonic wave as follows:

步骤一、在污水生物处理系统的生物反应器1进水端与出水端之间设置反馈回路2,反馈回路2的一端与反应器的进水端连通,反馈回路2的另一端与生物反应器的出水端连通,在反馈回路2上设有超声波辐照装置3和泵4;Step 1. A feedback loop 2 is set between the water inlet and outlet of the bioreactor 1 of the sewage biological treatment system. One end of the feedback loop 2 is connected to the water inlet of the reactor, and the other end of the feedback loop 2 is connected to the bioreactor. The water outlet is connected, and an ultrasonic irradiation device 3 and a pump 4 are provided on the feedback loop 2;

步骤二、启动污水生物处理系统,系统原始污泥平均停留时间为SRT0;Step 2: start the sewage biological treatment system, the average residence time of the original sludge in the system is SRT0;

步骤三、污水生物处理系统处理过程中产生的污泥进入反馈回路2中,反馈回路2中污泥的浓度为2000~35000mg/L,污泥平均停留时间(SRT1)为原始停留时间(SRT0)的2倍以上,超声波辐照装置3的超声波频率为20kHz~1MHz,其辐照强度1~50W/cm2,反馈回路2中污泥接受超声波辐照的比例由泵4调节,其调节根据为,污泥体积与进水体积比为:0.00001~0.001∶1,污泥经反馈回路2进入超声波辐照装置3进行超声波辐照,两次超声波处理之间的间隔时间根据污水水力停留时间及所需减量率来确定;Step 3: The sludge generated during the treatment process of the sewage biological treatment system enters the feedback loop 2, the concentration of the sludge in the feedback loop 2 is 2000-35000 mg/L, and the average residence time of the sludge (SRT1) is the original residence time (SRT0) The ultrasonic frequency of the ultrasonic irradiation device 3 is 20kHz~1MHz, and its irradiation intensity is 1~50W/cm 2 . The proportion of the sludge receiving ultrasonic irradiation in the feedback loop 2 is adjusted by the pump 4. The adjustment basis is , the volume ratio of sludge to influent water is: 0.00001~0.001:1, the sludge enters the ultrasonic irradiation device 3 through the feedback loop 2 for ultrasonic irradiation, and the interval between two ultrasonic treatments depends on the hydraulic retention time of sewage and the It needs to be determined by reduction rate;

步骤四、经超声波辐照装置3处理后的污泥经反馈回路2输入生物反应器1中进行再次处理,系统中没有减少的污泥经反馈回路2再次进入超声波辐照装置3进行再次辐照,反复循环,20~30天后系统稳定运行,污泥得到有效减少。Step 4: The sludge treated by the ultrasonic irradiation device 3 enters the bioreactor 1 through the feedback loop 2 for further treatment, and the sludge that is not reduced in the system enters the ultrasonic irradiation device 3 again through the feedback loop 2 for further irradiation , repeated cycle, after 20 to 30 days, the system runs stably, and the sludge is effectively reduced.

本发明的另一种超声波在污水生物处理过程中减少污泥的方法的步骤如下:Another ultrasonic wave of the present invention reduces the steps of the method for sludge in the sewage biological treatment process as follows:

步骤一、将超声波辐照装置3设在污水生物处理系统中的生物反应器1与沉淀池5之间的污泥回流管道6上;Step 1, the ultrasonic irradiation device 3 is arranged on the sludge return pipeline 6 between the bioreactor 1 and the sedimentation tank 5 in the sewage biological treatment system;

步骤二、启动污水生物处理系统,系统原始污泥平均停留时间为SRT0;Step 2: start the sewage biological treatment system, the average residence time of the original sludge in the system is SRT0;

步骤三、污水生物处理系统处理过程中产生的污泥进入污泥回流管道6中,污泥回流管道6中污泥的浓度为2000~35000mg/L,污泥平均停留时间(SRT1)为原始停留时间(SRT0)的2倍以上,超声波辐照装置3的超声波频率为20kHz~1MHz,其辐照强度1~50W/cm2,污泥体积与进水体积比为:0.00001~0.001∶1,污泥经污泥回流管道6进入超声波辐照装置3进行间歇式连续超声波辐照,间歇时间和辐照时间根据污水水力停留时间及所需减量率来确定;Step 3: The sludge generated during the treatment process of the sewage biological treatment system enters the sludge return pipeline 6, the concentration of the sludge in the sludge return pipeline 6 is 2000-35000mg/L, and the average residence time of the sludge (SRT1) is the original residence time The time (SRT0) is more than twice, the ultrasonic frequency of the ultrasonic irradiation device 3 is 20kHz~1MHz, the irradiation intensity is 1~50W/cm 2 , the volume ratio of sludge to influent water is: 0.00001~0.001:1, the sludge The mud enters the ultrasonic irradiation device 3 through the sludge return pipeline 6 for intermittent continuous ultrasonic irradiation, and the intermittent time and irradiation time are determined according to the hydraulic retention time of sewage and the required reduction rate;

步骤四、经超声波辐照装置3处理后的污泥经污泥回流管道6输入生物反应器1中进行再次处理,使系统中没有减少的污泥经污泥回流管道6再次进入超声波辐照装置3进行再次辐照,反复循环,20~30天后系统稳定运行,Step 4: The sludge treated by the ultrasonic irradiation device 3 is input into the bioreactor 1 through the sludge return pipeline 6 for further treatment, so that the sludge that has not been reduced in the system enters the ultrasonic irradiation device again through the sludge return pipeline 6 3 Carry out irradiation again and repeat the cycle. After 20 to 30 days, the system will run stably.

污泥得到有效减少。Sludge is effectively reduced.

本发明采用的是低频、高强的超声波辐照装置3,其辐照强度为1~50W/cm2,对进入反馈回路2或污泥回流管道6中的污泥进行辐照后,使反馈回路2或污泥回流管道6中辐照的污泥引起超声空化,产生强烈的冲击波,同时伴随有羟基自由基等强氧化剂的产生;冲击波作用在反馈回路2或污泥回流管道6的污泥上,对污泥的空间结构进行有效地破坏,并对反馈回路2或污泥回流管道6中污泥中的微生物细胞壁造成损伤乃至直接的撕裂;与此同时,伴随冲击波而来的各种强氧化剂对微生物的活性物质如脱氢酶等进行氧化,从而使其蛋白质发生改性或减少。此外,超声波空化还能产生局部热点,在数以百万计的热点区域温度高达数千摄氏度,对于微生物具有强烈的灭活溶解作用,对于反馈回路2或污泥回流管道6中污泥中其它物质也具有很好的热解作用。这些作用的综合效果使辐照后的污泥中部分结构被破坏;部分微生物灭活;整体脱氢酶活性下降;污泥净比生长速率下降。溶解性有机物与氮、磷、多糖、蛋白质含量上升,污泥自分解速率提高,并经反馈回路2或污泥回流管道6再次进入污水生物处理流程中后,污泥活性逐渐恢复,部分进入快速生长期。直至一个水力停留时间结束,再次重复上述步骤,反复循环,使得污泥平均停留时间(SRT1)为原有停留时间(SRT0)的2倍以上,最终实现污泥减少50%~70%。The present invention uses a low-frequency, high-intensity ultrasonic irradiation device 3 with an irradiation intensity of 1 to 50 W/cm 2 . After irradiating the sludge entering the feedback loop 2 or the sludge return pipeline 6, the feedback loop 2 or the irradiated sludge in the sludge return pipeline 6 causes ultrasonic cavitation, which produces a strong shock wave, accompanied by the generation of strong oxidants such as hydroxyl radicals; the shock wave acts on the sludge in the feedback loop 2 or the sludge return pipeline 6 Above all, the spatial structure of the sludge is effectively destroyed, and the microbial cell walls in the sludge in the feedback loop 2 or the sludge return pipeline 6 are damaged or even directly torn; at the same time, various Strong oxidants oxidize the active substances of microorganisms, such as dehydrogenase, so as to modify or reduce their proteins. In addition, ultrasonic cavitation can also produce local hot spots, where the temperature in millions of hot spot areas can reach thousands of degrees Celsius, which has a strong inactivation and dissolution effect on microorganisms, and it is very important for the sludge in the feedback loop 2 or the sludge return pipeline 6 Other substances also have a good pyrolysis effect. The combined effects of these effects destroyed part of the structure of the irradiated sludge; inactivated some microorganisms; decreased the overall dehydrogenase activity; and decreased the net specific growth rate of the sludge. The content of dissolved organic matter, nitrogen, phosphorus, polysaccharide, and protein increases, and the sludge self-decomposition rate increases. After re-entering the sewage biological treatment process through the feedback loop 2 or the sludge return pipeline 6, the sludge activity gradually recovers, and some enter the rapid growth period. Until a hydraulic retention time ends, the above steps are repeated again, and the cycle is repeated, so that the average residence time of sludge (SRT1) is more than twice the original residence time (SRT0), and finally the sludge is reduced by 50% to 70%.

本发明在污水生物处理系统生物反应器进水端与出水端之间设置反馈回路2或污泥回流管道6,采用超声波辐照装置3对进入反馈回路2或污泥回流管道6中的污泥进行超声波辐照,综合利用了冲击波破坏污泥结构及溶胞、强氧化剂降低酶活性、高温热效应作用,提高了污泥减少率,使污泥减少50%~70%,方法流程简单。广泛适用于污水处理厂处理污泥和消除二次污染。In the present invention, a feedback loop 2 or a sludge return pipeline 6 is set between the water inlet end and the water outlet end of the bioreactor of the sewage biological treatment system, and an ultrasonic irradiation device 3 is used to control the sludge entering the feedback loop 2 or the sludge return pipeline 6 Ultrasonic irradiation is used to comprehensively utilize the shock wave to destroy the sludge structure and cell lysis, the strong oxidant to reduce the enzyme activity, and the thermal effect of high temperature to improve the sludge reduction rate and reduce the sludge by 50% to 70%. The method flow is simple. It is widely used in sewage treatment plants to treat sludge and eliminate secondary pollution.

附图说明 Description of drawings

图1是本发明第一种处理方法所对应的污水生物处理系统设反馈回路及超声波辐照的结构示意图,图2是第二种处理方法所对应的超声波辐照装置3设在污水生物处理系统中的污泥回流管道上的结构示意图。Fig. 1 is the schematic diagram of the structure of feedback loop and ultrasonic irradiation in the sewage biological treatment system corresponding to the first treatment method of the present invention, and Fig. 2 is the ultrasonic irradiation device 3 corresponding to the second treatment method in the sewage biological treatment system Schematic diagram of the structure on the sludge return pipeline in .

具体实施方式 Detailed ways

具体实施方式一:结合图1描述本实施方式。本实施方式的步骤如下:Specific implementation manner 1: This implementation manner is described in conjunction with FIG. 1 . The steps of this embodiment are as follows:

步骤一、利用在污水生物处理系统生物反应器1进水端与出水端之间设置反馈回路2,反馈回路2的一端与反应器1的进水端连通,反馈回路2的另一端与生物反应器的出水端连通,在反馈回路2上设有超声波辐照装置3和泵4,采用超声波辐照装置3对进入反馈回路2中的污泥进行超声波辐照;Step 1. A feedback loop 2 is set between the water inlet and outlet of the bioreactor 1 of the sewage biological treatment system. One end of the feedback loop 2 is connected to the water inlet of the reactor 1, and the other end of the feedback loop 2 is connected to the biological reaction. The water outlet of the device is connected, and an ultrasonic irradiation device 3 and a pump 4 are provided on the feedback loop 2, and the ultrasonic irradiation device 3 is used to irradiate the sludge entering the feedback loop 2 with ultrasonic waves;

步骤二、启动污水生物处理系统,系统原始污泥平均停留时间为SRT0;Step 2: start the sewage biological treatment system, the average residence time of the original sludge in the system is SRT0;

步骤三、污水生物处理系统处理过程中产生的污泥进入反馈回路2中,反馈回路2中污泥的浓度为2000~35000mg/L,超声波辐照装置3的超声波频率为20kHz~1MHz,其辐照强度为1~50W/cm2,反馈回路2中污泥接受超声波辐照的比例由泵4调节,其调节根据为:污泥体积与进水体积比为:0.00001~0.001∶1,污泥经反馈回路2进入超声波辐照装置3进行间歇式连续超声波辐照,两次超声波处理之间的间隔时间根据污水水力停留时间及所需减量率来确定;Step 3: The sludge generated during the treatment process of the sewage biological treatment system enters the feedback loop 2, the concentration of the sludge in the feedback loop 2 is 2000-35000mg/L, and the ultrasonic frequency of the ultrasonic irradiation device 3 is 20kHz-1MHz. The irradiation intensity is 1-50W/cm 2 , and the proportion of the sludge receiving ultrasonic irradiation in the feedback loop 2 is adjusted by the pump 4. Enter the ultrasonic irradiation device 3 through the feedback loop 2 for intermittent continuous ultrasonic irradiation, and the interval between two ultrasonic treatments is determined according to the hydraulic retention time of the sewage and the required reduction rate;

步骤四、经超声波辐照装置3处理后的污泥经反馈回路2输入生物反应器1中进行再次处理,使系统中没有减少的污泥返回生物反应器1中经反馈回路2再次经超声波辐照装置3进行再次辐照,反复循环,20~30天后系统稳定运行,污泥得到有效减少。Step 4: The sludge treated by the ultrasonic irradiation device 3 is input into the bioreactor 1 through the feedback loop 2 for further treatment, so that the unreduced sludge in the system is returned to the bioreactor 1 through the feedback loop 2 and then irradiated by ultrasonic waves again. The irradiation device 3 is irradiated again, and the cycle is repeated. After 20 to 30 days, the system runs stably, and the sludge is effectively reduced.

具体实施方式二:结合图2描述本实施方式。本实施方式的步骤如下:Specific Embodiment 2: This embodiment will be described in conjunction with FIG. 2 . The steps of this embodiment are as follows:

步骤一、将超声波辐照装置3设在污水生物处理系统中的生物反应器1与沉淀池5之间的污泥回流管道6上;Step 1, the ultrasonic irradiation device 3 is arranged on the sludge return pipeline 6 between the bioreactor 1 and the sedimentation tank 5 in the sewage biological treatment system;

步骤二、启动污水生物处理系统,系统原始污泥平均停留时间为SRT0;Step 2: start the sewage biological treatment system, the average residence time of the original sludge in the system is SRT0;

步骤三、污水生物处理系统处理过程中产生的污泥进入污泥回流管道6中,污泥回流管道6中污泥的浓度为2000~35000mg/L,污泥平均停留时间(SRT1)为原始停留时间(SRT0)的2倍以上,超声波辐照装置3的超声波频率为20kHz~1MHz,其辐照强度1~50W/cm2,污泥体积与进水体积比为:0.00001~0.001∶1,污泥经污泥回流管道6进入超声波辐照装置3进行间歇式连续超声波辐照,两次超声波处理之间的间隔时间根据污水水力停留时间及所需减量率来确定;Step 3: The sludge generated during the treatment process of the sewage biological treatment system enters the sludge return pipeline 6, the concentration of the sludge in the sludge return pipeline 6 is 2000-35000mg/L, and the average residence time of the sludge (SRT1) is the original residence time The time (SRT0) is more than twice, the ultrasonic frequency of the ultrasonic irradiation device 3 is 20kHz~1MHz, the irradiation intensity is 1~50W/cm 2 , the volume ratio of sludge to influent water is: 0.00001~0.001:1, the sludge The mud enters the ultrasonic irradiation device 3 through the sludge return pipeline 6 for intermittent continuous ultrasonic irradiation, and the interval between two ultrasonic treatments is determined according to the hydraulic retention time of sewage and the required reduction rate;

步骤四、经超声波辐照装置3处理后的污泥经污泥回流管道6输入生物反应器1中进行再次处理,使系统中没有减少的污泥经污泥回流管道6再次进入超声波辐照装置3进行再次辐照,反复循环,20~30天后系统稳定运行,污泥得到有效减少。Step 4: The sludge treated by the ultrasonic irradiation device 3 is input into the bioreactor 1 through the sludge return pipeline 6 for further treatment, so that the sludge that has not been reduced in the system enters the ultrasonic irradiation device again through the sludge return pipeline 6 3 Carry out re-irradiation and repeat the cycle. After 20 to 30 days, the system will run stably and the sludge will be effectively reduced.

具体实施方式三:本实施方式与具体实施方式一的不同点在于采用SBR工艺处理某生活区的污水,污水水质为:化学需氧量为150~400mg/L,平均需氧量为285mg/L;悬浮固体为100~250mg/L,平均固体为180mg/L;含氮量为26~50mg/L,平均含氮量为40mg/L;氨氮含量为20~38mg/L,氨氮平均含量为29mg/L;磷含量为3~8mg/L,平均磷含量为4.5mg/L,采用具体实施方式一步骤三中污水生物处理系统处理过程中产生的污泥,进入反馈回路2中的污泥浓度为12000mg/L,超声波辐照装置3的超声波频率为25kHz,辐照强度为1W/cm2,污泥体积与进水体积比为:0.0005∶1,超声波辐照装置3每隔8小时进行超声波辐照30min;步骤四、经超声波辐照装置3处理后的污泥经反馈回路2输入生物反应器1中进行再次处理,使系统中没有减少的污泥反馈回路2再次进入超声波辐照装置3进行再次辐照,反复循环,超声波辐照装置3运行30天,出水水质达到国家2级排放标准,污泥减少58%。其它步骤与具体实施方式一相同。Embodiment 3: The difference between this embodiment and Embodiment 1 is that the SBR process is used to treat the sewage in a living area. The quality of the sewage is: the chemical oxygen demand is 150-400 mg/L, and the average oxygen demand is 285 mg/L. ;Suspended solids are 100-250mg/L, average solids are 180mg/L; nitrogen content is 26-50mg/L, average nitrogen content is 40mg/L; ammonia nitrogen content is 20-38mg/L, average ammonia nitrogen content is 29mg /L; the phosphorus content is 3~8mg/L, and the average phosphorus content is 4.5mg/L, adopt the sludge produced in the sewage biological treatment system treatment process in the third step of the specific implementation mode, enter the sludge concentration in the feedback loop 2 12000mg/L, the ultrasonic frequency of the ultrasonic irradiation device 3 is 25kHz, the irradiation intensity is 1W/cm 2 , the ratio of sludge volume to influent water volume is: 0.0005:1, and the ultrasonic irradiation device 3 conducts ultrasonic waves every 8 hours. Irradiation for 30 minutes; step 4, the sludge treated by the ultrasonic irradiation device 3 is input into the bioreactor 1 through the feedback loop 2 for further treatment, so that the sludge that has not been reduced in the system feedback loop 2 enters the ultrasonic irradiation device 3 again Irradiate again, repeat the cycle, the ultrasonic irradiation device 3 runs for 30 days, the effluent water quality reaches the national level 2 discharge standard, and the sludge is reduced by 58%. Other steps are the same as in the first embodiment.

具体实施方式四:本实施方式与具体实施方式二的不同点在于采用活性污泥法处理某生活区的污水,污水水质为:化学需氧量为150~400mg/L,平均需氧量为285mg/L;悬浮固体含量为100~250mg/L,平均含量为180mg/L;氮含量为26~50mg/L,平均含量为40mg/L;氨氮含量为20~38mg/L,平均含量为29mg/L;磷含量为3~8mg/L,平均含量为4.5mg/L;采用如具体实施方式二所述的在步骤一中的超声波辐照装置3设在污水生物处理系统中的污泥回流管道6上进行辐照,步骤三中污泥体积与进水体积比为0.0005∶1;辐照方式为40kHz超声波,辐照强度为1W/cm2,每间隔24小时辐照15min,步骤四中运行1个月后,出水水质达到国家2级排放标准,污泥消减70%。其它步骤与具体实施方式二相同。Embodiment 4: The difference between this embodiment and Embodiment 2 is that the activated sludge method is used to treat the sewage in a living area. The quality of the sewage is: the chemical oxygen demand is 150-400mg/L, and the average oxygen demand is 285mg /L; suspended solid content is 100-250mg/L, with an average content of 180mg/L; nitrogen content is 26-50mg/L, with an average content of 40mg/L; ammonia nitrogen content is 20-38mg/L, with an average content of 29mg/L L; phosphorus content is 3~8mg/L, and average content is 4.5mg/L; Adopt the sludge return pipeline that adopts the ultrasonic irradiation device 3 in step 1 as described in specific embodiment 2 to be located in the sewage biological treatment system Irradiate on 6, the ratio of sludge volume to influent water volume in step 3 is 0.0005:1; the irradiation method is 40kHz ultrasonic, the irradiation intensity is 1W/cm 2 , irradiate for 15min every 24 hours, and run in step 4 One month later, the effluent quality reached the national level 2 discharge standard, and the sludge was reduced by 70%. Other steps are the same as in the second embodiment.

具体实施方式五:本实施方式与具体实施方式一的不同点在于步骤三中污水生物处理系统处理过程中产生的污泥,进入反馈回路2中的污泥浓度为5000mg/L。其它步骤与具体实施方式一相同。Embodiment 5: The difference between this embodiment and Embodiment 1 is that the sludge generated in the sewage biological treatment system in step 3 has a concentration of 5000 mg/L in the feedback loop 2 . Other steps are the same as in the first embodiment.

具体实施方式六:本实施方式步骤三中超声波辐照装置3的超声波频率为0.5MHz,其辐照强度10W/cm2。其它步骤与具体实施方式一相同。Embodiment 6: In step 3 of this embodiment, the ultrasonic frequency of the ultrasonic irradiation device 3 is 0.5 MHz, and its irradiation intensity is 10 W/cm 2 . Other steps are the same as in the first embodiment.

具体实施方式七:本实施方式与具体实施方式一的不同点在于步骤三中污泥体积与进水体积比为0.0001∶1。其它步骤与具体实施方式一相同。Embodiment 7: The difference between this embodiment and Embodiment 1 is that the ratio of sludge volume to influent water volume in step 3 is 0.0001:1. Other steps are the same as in the first embodiment.

具体实施方式八:本实施方式与具体实施方式二的不同点在于步骤三中超声波辐照装置3每隔12小时辐照20min。其它步骤与具体实施方式二相同。Embodiment 8: The difference between this embodiment and Embodiment 2 is that in Step 3, the ultrasonic irradiation device 3 irradiates for 20 minutes every 12 hours. Other steps are the same as in the second embodiment.

具体实施方式九:本实施方式与步骤三中污水生物处理系统处理过程中产生的污泥,进入污泥回流管道6中的污泥浓度为15000mg/L。其它步骤与具体实施方式二相同。Ninth specific embodiment: This embodiment and the sludge generated during the treatment of the sewage biological treatment system in step 3, the concentration of the sludge entering the sludge return pipeline 6 is 15000 mg/L. Other steps are the same as in the second embodiment.

具体实施方式十:本实施方式步骤三中超声波辐照装置3的超声波频率为0.5MHz,其辐照强度20W/cm2。其它步骤与具体实施方式一、二相同。Embodiment 10: In step 3 of this embodiment, the ultrasonic frequency of the ultrasonic irradiation device 3 is 0.5 MHz, and its irradiation intensity is 20 W/cm 2 . Other steps are the same as those in Embodiment 1 and Embodiment 2.

本发明通过在废水处理系统中增加反馈回路2或直接利用现有污泥回流管道6的方法,将超声波辐照装置3设在反馈回路2或污泥回流管道6上,使得超声处理可以有机组合到废水处理体系中,系统可以连续运行,不需要将污泥外排到外部的反应器上进行处理。The present invention sets the ultrasonic irradiation device 3 on the feedback loop 2 or the sludge return pipeline 6 by adding the feedback loop 2 or directly using the existing sludge return pipeline 6 in the wastewater treatment system, so that the ultrasonic treatment can be organically combined In the wastewater treatment system, the system can run continuously without the need to discharge the sludge to an external reactor for treatment.

Claims (10)

1, adopt ultrasonic wave in biological wastewater treatment process, to reduce the method for mud, it is characterized in that the step of this method is as follows:
Step 1, utilize between the feed-water end of the bio-reactor (1) of sewage biological treatment system and water side feedback loop (2) is set, one end of feedback loop (2) is communicated with the feed-water end of bio-reactor (1), the other end of feedback loop (2) is communicated with the water side of bio-reactor (1), on feedback loop (2), be provided with ultrasonic irradiation device (3) and pump (4), adopt ultrasonic irradiation device (3) that the mud that enters in the feedback loop (2) is carried out ultrasonic irradiation;
Step 2, startup sewage biological treatment system, system's primary sludge mean residence time is SRT0;
The mud that produces in step 3, the sewage biological treatment system treating processes enters in the feedback loop (2), the concentration of mud is 2000~35000mg/L in the feedback loop (2), mud mean residence time SRT1 is more than 2 times of original residence time SRT0, the ultrasonic frequency of ultrasonic irradiation device (3) is 20kHz~1MHz, its irradiation intensity 1~50W/cm 2The ratio that the middle mud of feedback loop (2) is accepted ultrasonic irradiation is regulated by pump (4), it is regulated according to being: sludge volume with the water inlet volume ratio is: 0.00001~0.001: 1, mud enters ultrasonic irradiation device (3) through feedback loop (2) and carries out intermittent type continuous ultrasound amplitude photograph, determines according to sewage hydraulic detention time and required reduction rate the pitch time between twice ultrasonication;
Step 4, the mud after ultrasonic irradiation device (3) is handled are handled in feedback loop (2) input bio-reactor (1) once more, make the mud that does not have in the system to reduce carry out irradiation once more through ultrasonic irradiation device (3) once more through feedback loop (2), circulation repeatedly, system stable operation after 20~30 days, mud is effectively reduced.
2, employing ultrasonic wave according to claim 1 reduces the method for mud in biological wastewater treatment process, it is characterized in that adopting the sewage in SBR art breading living quarters, sewage quality is: chemical oxygen demand (COD) is 150~400mg/L, and average oxygen requirement is 285mg/L; Suspended solids is 100~250mg/L, and average solid is 180mg/L; Nitrogen content is 26~50mg/L, and average nitrogen content is 40mg/L; Ammonia-nitrogen content is 20~38mg/L, and the ammonia nitrogen average content is 29mg/L; Phosphorus content is 3~8mg/L, and average phosphorus content is 4.5mg/L; Adopt the mud that produces in the sewage biological treatment system treating processes in embodiment one step 3, the sludge concentration that enters in the feedback loop (2) is 12000mg/L, and the ultrasonic frequency of ultrasonic irradiation device (3) is 25kHz, and irradiation intensity is 1W/cm 2, sludge volume with the water inlet volume ratio is: 0.0005: 1, ultrasonic irradiation device (3) carried out ultrasonic irradiation 30min every 8 hours; Step 4, the mud after ultrasonic irradiation device (3) is handled are handled in feedback loop (2) input bio-reactor (1) once more, make the mud that does not have in the system to reduce carry out irradiation once more through ultrasonic irradiation device (3) once more through feedback loop (2), circulation repeatedly, ultrasonic irradiation device (3) operation 30 days, effluent quality reaches 2 grades of emission standards of country, and mud reduces 58%.
3, employing ultrasonic wave according to claim 1 reduces the method for mud in biological wastewater treatment process, it is characterized in that the mud that produces in the sewage biological treatment system treating processes in the step 3, the sludge concentration that enters in the feedback loop (2) is 5000mg/L.
4, employing ultrasonic wave according to claim 1 reduces the method for mud in biological wastewater treatment process, and the ultrasonic frequency that it is characterized in that ultrasonic irradiation device (3) in the step 3 is 0.5MHz, its irradiation intensity 10W/cm 2
5, employing ultrasonic wave according to claim 1 reduces the method for mud in biological wastewater treatment process, it is characterized in that sludge volume is 0.0001: 1 with the water inlet volume ratio in the step 3.
6, employing ultrasonic wave according to claim 1 reduces the method for mud in biological wastewater treatment process, it is characterized in that ultrasonic irradiation device (3) was every 12 hours irradiation 20min in the step 4.
7, adopt ultrasonic wave in biological wastewater treatment process, to reduce the method for mud, it is characterized in that the step of this method is as follows:
Step 1, ultrasonic irradiation device (3) is located on the bio-reactor (1) and the sludge return pipe (6) between the settling tank (5) in the sewage biological treatment system;
Step 2, startup sewage biological treatment system, system's primary sludge mean residence time is SRT0;
The mud that produces in step 3, the sewage biological treatment system treating processes enters in the sludge return pipe (6), the concentration of mud is 2000~35000mg/L in the sludge return pipe (6), mud mean residence time SRT1 is more than 2 times of original residence time SRT0, the ultrasonic frequency of ultrasonic irradiation device (3) is 20kHz~1MHz, its irradiation intensity 1~50W/cm 2Sludge volume with the water inlet volume ratio is: 0.00001~0.001: 1, mud enters ultrasonic irradiation device (3) through sludge return pipe (6) and carries out intermittent type continuous ultrasound amplitude photograph, determines according to sewage hydraulic detention time and required reduction rate the pitch time between twice ultrasonication;
Step 4, the mud after ultrasonic irradiation device (3) is handled are handled in sludge return pipe (6) input bio-reactor (1) once more, make the mud that does not have in the system to reduce carry out irradiation once more through ultrasonic irradiation device (3) once more through sludge return pipe (6), circulation repeatedly, system stable operation after 20~30 days, mud is effectively reduced.
8, employing ultrasonic wave according to claim 7 reduces the method for mud in biological wastewater treatment process, it is characterized in that adopting the sewage in Wastewater Treated by Activated Sludge Process living quarters, sewage quality is: chemical oxygen demand (COD) is 150~400mg/L, and average oxygen requirement is 285mg/L; Suspended solids content is 100~250mg/L, and average content is 180mg/L; Nitrogen content is 26~50mg/L, and average content is 40mg/L; Ammonia-nitrogen content is 20~38mg/L, and average content is 29mg/L; Phosphorus content is 3~8mg/L, and average content is 4.5mg/L; Ultrasonic irradiation device (3) in step 1 is located on the sludge return pipe (6) in the sewage biological treatment system and carries out irradiation, and sludge volume is 0.0005: 1 with the water inlet volume ratio in the step 3; Radiation mode is the 40kHz ultrasonic wave, and irradiation intensity is 1W/cm 2, the 24 hours irradiation 15min in every interval, operation is after 1 month in the step 4, and effluent quality reaches 2 grades of emission standards of country, and mud subdues 70%.
9, employing ultrasonic wave according to claim 7 reduces the method for mud in biological wastewater treatment process, it is characterized in that the mud that produces in the sewage biological treatment system treating processes in the step 3, the sludge concentration that enters in the sludge return pipe (6) is 15000mg/L.
10, employing ultrasonic wave according to claim 7 reduces the method for mud in biological wastewater treatment process, and the ultrasonic frequency that it is characterized in that ultrasonic irradiation device (3) in the step 3 is 0.5MHz, its irradiation intensity 20W/cm 2
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Cited By (8)

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Publication number Priority date Publication date Assignee Title
CN101898859A (en) * 2010-08-04 2010-12-01 娄底市裕德科技有限公司 Method for removing heavy metals from sludge and special device thereof
CN102070286A (en) * 2010-11-23 2011-05-25 广东工业大学 Method for improving sludge anoxic/aerobic digestion property by utilizing ultrasonic pretreatment
CN103641279A (en) * 2013-12-18 2014-03-19 北京桑德环境工程有限公司 System for improving sewage treatment efficiency of moving bed biological reactor (MBBR)
CN104045213A (en) * 2014-06-27 2014-09-17 南京信息工程大学 Sewage treatment method
CN104724823A (en) * 2013-12-20 2015-06-24 清华大学 Sewage treatment plant and sewage treatment system
CN104944516A (en) * 2015-07-09 2015-09-30 杨浩 Continuous efficient cell disruption treatment method based on frequency-mixed ultrasound
CN104944515A (en) * 2015-07-09 2015-09-30 杨浩 Efficient continuous frequency mixing ultrasonic cell disruption treatment device
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Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101898859A (en) * 2010-08-04 2010-12-01 娄底市裕德科技有限公司 Method for removing heavy metals from sludge and special device thereof
CN102070286A (en) * 2010-11-23 2011-05-25 广东工业大学 Method for improving sludge anoxic/aerobic digestion property by utilizing ultrasonic pretreatment
CN102070286B (en) * 2010-11-23 2012-12-12 广东工业大学 Method for improving sludge anoxic/aerobic digestion property by utilizing ultrasonic pretreatment
CN103641279B (en) * 2013-12-18 2015-07-08 北京桑德环境工程有限公司 System for improving sewage treatment efficiency of moving bed biological reactor (MBBR)
CN103641279A (en) * 2013-12-18 2014-03-19 北京桑德环境工程有限公司 System for improving sewage treatment efficiency of moving bed biological reactor (MBBR)
CN104724823A (en) * 2013-12-20 2015-06-24 清华大学 Sewage treatment plant and sewage treatment system
CN104045213A (en) * 2014-06-27 2014-09-17 南京信息工程大学 Sewage treatment method
CN104045213B (en) * 2014-06-27 2015-09-30 南京信息工程大学 A kind for the treatment of process of sewage
CN104944516A (en) * 2015-07-09 2015-09-30 杨浩 Continuous efficient cell disruption treatment method based on frequency-mixed ultrasound
CN104944515A (en) * 2015-07-09 2015-09-30 杨浩 Efficient continuous frequency mixing ultrasonic cell disruption treatment device
CN104944515B (en) * 2015-07-09 2017-07-14 杨浩 A kind of highly effective continuous frequency mixing ultrasonic breaking-wall cell processing unit
CN114149167A (en) * 2021-12-20 2022-03-08 黑龙江省科学院高技术研究院 Device and method for treating carbon source released by excess sludge through cavitation technology
CN114149167B (en) * 2021-12-20 2024-02-06 黑龙江省科学院高技术研究院 Device and method for treating residual sludge by cavitation technology to release internal carbon source

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