CN105417902A - Continuous-elutriating-type sludge digestion system - Google Patents
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- Y—GENERAL 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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Abstract
Description
技术领域 technical field
本发明涉及一种污泥消化系统,尤其涉及一种淘洗式污泥消化系统。 The invention relates to a sludge digestion system, in particular to an elutriation type sludge digestion system.
背景技术 Background technique
目前,我国的污泥产量非常巨大,污泥处置已经成为了一个国家难题。虽然污泥处置的工艺路线有很多,但都存在着成本高、二次污染大等缺陷。根据污泥处置的三原则:减量化、无害化和资源化,减量化是首先要进行的一个环节,而污泥消化是一种有效的减量化手段。 At present, my country's sludge production is huge, and sludge disposal has become a national problem. Although there are many technological routes for sludge disposal, all of them have defects such as high cost and large secondary pollution. According to the three principles of sludge disposal: reduction, harmlessness and recycling, reduction is the first link to be carried out, and sludge digestion is an effective means of reduction.
污泥消化是一种古老的工艺,可将污泥中的有机物削减30~40%,之所以这个技术在污泥处置中应用的不多,主要是因为两点:一是削减率还不够,二是消化后的污泥脱水困难以致最终的处置成本并没降低多少。如果对污泥消化工艺进行改进,使其有机物的削减率有较大的提高(比如提高到70~80%),则会带来非常有益的效果:一是,更多的削减了污泥的总量,二是,由于有机物的大量去除,污泥的无机化程度会大大提高,而污泥无机化程度的提高,则会使污泥的脱水性能大大提高。这样,污泥的最终处置成本会大幅下降。 Sludge digestion is an ancient process that can reduce the organic matter in sludge by 30-40%. The reason why this technology is not widely used in sludge disposal is mainly because of two points: first, the reduction rate is not enough, Second, it is difficult to dehydrate the digested sludge so that the final disposal cost does not reduce much. If the sludge digestion process is improved to increase the reduction rate of organic matter (for example, to 70-80%), it will bring very beneficial effects: First, more sludge is reduced The second is that due to the removal of a large amount of organic matter, the degree of inorganicization of sludge will be greatly improved, and the increase in the degree of inorganicization of sludge will greatly improve the dehydration performance of sludge. In this way, the final disposal cost of sludge will be greatly reduced.
本着上述目的,根据一号模型,本专利设置了固相和液相两个反应池,在固相反应池中,主要使污泥颗粒进行水解反应,在液相反应池中,主要用水解产物进行产气反应,并利用产气池出水对水解池内的水解产物进行淘洗,淘洗出的水解产物进入产气池,形成循环。这样,不仅使污泥的固液两相皆处于最优反应条件下,而且,由于污泥颗粒被反复水解,从而很好的实现了提高污泥削减率的目的。 In line with the above purpose, according to the No. 1 model, this patent sets up two reaction tanks of solid phase and liquid phase. In the solid phase reaction tank, the sludge particles are mainly hydrolyzed. The product undergoes a gas production reaction, and the hydrolyzate in the hydrolysis tank is washed by using the water from the gas production tank, and the hydrolyzate washed out enters the gas production tank to form a cycle. In this way, not only the solid-liquid two phases of the sludge are under the optimal reaction conditions, but also, because the sludge particles are repeatedly hydrolyzed, the purpose of increasing the sludge reduction rate is well realized.
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连续淘洗式污泥消化系统,由进泥池、水解池、产气池和调节池组成,其特征在于包括以下步骤: The technical problem to be solved by the present invention is to provide a continuous elutriation sludge digestion system, which is composed of a sludge inlet tank, a hydrolysis tank, a gas production tank and a regulating tank, and is characterized in that it includes the following steps:
步骤一,水解:将污泥从进泥池泵入水解池中进行水解反应; Step 1, hydrolysis: pump the sludge from the sludge inlet tank into the hydrolysis tank for hydrolysis reaction;
步骤二,淘洗:使产气池的出水进入水解池,把水解池中的上层液体顶出; Step 2, elutriation: make the effluent of the gas production tank enter the hydrolysis tank, and push out the upper liquid in the hydrolysis tank;
步骤三,调节:被顶出的液体进入调节池; Step 3, adjustment: the ejected liquid enters the adjustment tank;
步骤四,产气:将调节池内的液体泵入产气池,进行发酵产沼气并去除水解产物; Step 4, gas production: pump the liquid in the regulating tank into the gas production tank for fermentation to produce biogas and remove hydrolyzate;
步骤五,重复:重复步骤二至步骤五,对污泥进行反复淘洗;直到设定的反应时间止; Step 5, repeat: Repeat steps 2 to 5 to wash the sludge repeatedly until the set reaction time;
步骤六,排泥:从水解池下部排出部分污泥,排泥的体积与将要加入的新泥体积相等; Step 6, sludge discharge: discharge part of the sludge from the lower part of the hydrolysis tank, and the volume of the sludge discharge is equal to the volume of the new sludge to be added;
步骤七:重复步骤一至步骤七; Step 7: Repeat steps 1 to 7;
作为优选,一种连续淘洗式污泥消化系统,由进泥池、两个以上水解池、产气池和调节池组成,其特征在于: As a preference, a continuous elutriation sludge digestion system is composed of a sludge inlet tank, more than two hydrolysis tanks, a gas production tank and a regulating tank, and is characterized in that:
全部所述水解池顶部有进泥管、上部有出水口、下部有进水口、底部有排泥口;全部所述水解池的进泥管皆与进泥池连接;全部所述水解池进水口皆与产气池出水口连接;全部所述水解池出水口皆与调节池进水口连接;所述调节池出水口与所述产气池进水口连接; All of the hydrolysis tanks have a mud inlet pipe on the top, a water outlet on the upper part, a water inlet on the lower part, and a mud discharge port on the bottom; the mud inlet pipes of all the hydrolysis tanks are connected with the mud inlet tank; the water inlets of all the hydrolysis tanks All are connected to the water outlet of the gas-producing pool; the water outlets of all the hydrolysis pools are connected to the water inlet of the regulating pool; the water outlets of the regulating pool are connected to the water inlet of the gas-producing pool;
作为优选,一种连续淘洗式污泥消化系统,由进泥池、两个以上水解池、产气池和调节池组成,其特征在于:所述全部水解池顶部有进泥管、上部有出水口、下部有进水口、底部有排泥口;所述第一个水解池的进泥管与所述进泥池连接;所述第一个水解池的排泥口与所述第二个水解池进泥管连接,所述第二个水解池的排泥口与所述第三个水解池进泥管连接,以此类推;全部所述水解池进水口皆与所述产气池出水口连接;全部所述水解池出水口皆与所述调节池进水口连接;所述调节池出水口与所述产气池进水口连接。 As a preference, a continuous elutriation sludge digestion system is composed of a sludge inlet tank, more than two hydrolysis tanks, a gas production tank and a regulating tank, and is characterized in that: there are mud inlet pipes on the top of all the hydrolysis tanks, and there are There is a water outlet, a water inlet at the lower part, and a mud discharge port at the bottom; the mud inlet pipe of the first hydrolysis tank is connected to the mud inlet tank; the mud discharge port of the first hydrolysis tank is connected to the second The mud inlet pipe of the hydrolysis tank is connected, the mud outlet of the second hydrolysis tank is connected with the mud inlet pipe of the third hydrolysis tank, and so on; the water inlets of all the hydrolysis tanks are connected with the outlet of the gas production tank The water outlets are connected; the water outlets of all the hydrolysis tanks are connected to the water inlets of the regulating tanks; the water outlets of the regulating tanks are connected to the water inlets of the gas production tanks.
本专利带来的有益效果是:将污泥颗粒置于最优的反应环境中,使得污泥的削减率得以提高。 The beneficial effect brought by the patent is that the sludge particles are placed in an optimal reaction environment, so that the reduction rate of the sludge is improved.
附图说明 Description of drawings
图1是本发明实施例一的连续淘洗式污泥消化系统的工艺流程示意图。 Fig. 1 is a schematic process flow diagram of a continuous elutriation sludge digestion system according to Embodiment 1 of the present invention.
图2是本发明实施例二的连续淘洗式污泥消化系统的结构示意图。 Fig. 2 is a schematic structural diagram of a continuous elutriation sludge digestion system in Example 2 of the present invention.
图3是本发明实施例三的连续淘洗式污泥消化系统的结构示意图。 Fig. 3 is a schematic structural view of a continuous elutriation sludge digestion system according to Embodiment 3 of the present invention.
具体实施方式 detailed description
下面结合附图详细说明本发明的实施例。 Embodiments of the present invention will be described in detail below in conjunction with the accompanying drawings.
实施例一: Embodiment one:
由图1所示的连续淘洗式污泥消化系统,由进泥池1、水解池2、产气池3和调节池4组成,其特征在于包括以下步骤: The continuous elutriation sludge digestion system shown in Figure 1 is composed of a sludge inlet tank 1, a hydrolysis tank 2, a gas production tank 3 and a regulating tank 4, and is characterized in that it includes the following steps:
步骤一,水解:将污泥从进泥池1泵入水解池2中进行水解反应; Step 1, hydrolysis: pump the sludge from the sludge inlet tank 1 into the hydrolysis tank 2 for hydrolysis reaction;
步骤二,淘洗:使产气池3的出水进入水解池2,把水解池2中的上层液体顶出; Step 2, elutriation: make the effluent of the gas generation tank 3 enter the hydrolysis tank 2, and push out the upper layer liquid in the hydrolysis tank 2;
步骤三,调节:被顶出的液体进入调节池4; Step 3, adjustment: the ejected liquid enters the adjustment pool 4;
步骤四,产气:将调节池4内的液体泵入产气池3,进行发酵产沼气并去除水解产物; Step 4, gas production: pump the liquid in the adjustment tank 4 into the gas production tank 3, carry out fermentation to produce biogas and remove hydrolyzate;
步骤五,重复:重复步骤二至步骤五,对污泥进行反复淘洗;直到设定的反应时间止; Step 5, repeat: Repeat steps 2 to 5 to wash the sludge repeatedly until the set reaction time;
步骤六,排泥:从水解池2下部排出部分污泥,排泥的体积与将要加入的新泥体积相等; Step 6, sludge discharge: discharge part of the sludge from the lower part of the hydrolysis tank 2, and the volume of the sludge discharge is equal to the volume of the new sludge to be added;
步骤七:重复步骤一至步骤七; Step 7: Repeat steps 1 to 7;
实施例二: Embodiment two:
如图2所示的连续淘洗式污泥消化系统,由进泥池1、水解池2、水解池22、水解池23、水解池24、产气池3和调节池4组成,所有水解池顶部有进泥管2-1、上部有出水口2-2、下部有进水口2-3、底部有排泥口2-4;所有水解池的进泥管2-1皆与进泥池1连接;所有水解池进水口2-3皆与产气池3的出水口连接;所有水解池出水口2-2皆与调节池4进水口连接;调节池4出水口与产气池3进水口连接; The continuous elutriation sludge digestion system shown in Figure 2 is composed of sludge inlet tank 1, hydrolysis tank 2, hydrolysis tank 22, hydrolysis tank 23, hydrolysis tank 24, gas production tank 3 and regulation tank 4, all hydrolysis tanks There is a mud inlet pipe 2-1 on the top, a water outlet 2-2 on the upper part, a water inlet 2-3 on the lower part, and a mud discharge outlet 2-4 at the bottom; the mud inlet pipes 2-1 of all hydrolysis tanks are connected with the mud inlet tank 1 Connection; all water inlets 2-3 of the hydrolysis tank are connected to the water outlet of the gas generation tank 3; all water outlets 2-2 of the hydrolysis tank are connected to the water inlet of the adjustment tank 4; the water outlet of the adjustment tank 4 is connected to the water inlet of the gas generation tank 3 connect;
参照图2,下面将本实施例二的运行方法描述如下: With reference to Fig. 2, the operating method of the second embodiment is described as follows:
污泥从进泥池1进入全部水解池,进行水解反应,用产气池3的出水对污泥进行淘洗,以便把水解产物带走。淘洗出水汇入调节池4,将调节池内的淘洗水泵入产气池3,进行厌氧发酵产沼气并去除水解产物,去除了水解产物的产气池3的出水,进入全部水解池,形成循环。根据需要的水解天数,布置水解池的个数,每天排空一个水解池,使其污泥排出系统,然后,并向此池中加入新的污泥,同样顺序对下一个水解池重复这样的操作,可使每一个水解池中的污泥都能达到相同的水解天数,而整个系统则处于连续水解的状态。 The sludge enters the whole hydrolysis tank from the sludge inlet tank 1 to carry out the hydrolysis reaction, and the sludge is washed with the effluent of the gas production tank 3 so as to take away the hydrolyzed products. The elutriation water flows into the adjustment tank 4, and the elutriation water in the adjustment tank is pumped into the gas production tank 3 for anaerobic fermentation to produce biogas and remove the hydrolyzate. Form a loop. According to the number of hydrolysis days required, arrange the number of hydrolysis tanks, empty one hydrolysis tank every day to make the sludge out of the system, and then add new sludge to this tank, and repeat this process for the next hydrolysis tank in the same order Operation, the sludge in each hydrolysis tank can achieve the same number of days of hydrolysis, and the whole system is in a state of continuous hydrolysis.
实施例三: Embodiment three:
如图3所示的连续淘洗式污泥消化系统,由进泥池1、水解池2、水解池22、水解池23、水解池24、产气池3和调节池4组成,全部水解池顶部有进泥管2-1、上部有出水口2-2、下部有进水口2-3、底部有排泥口2-4;水解池2的进泥管2-1与进泥池1连接;水解池2的排泥口与水解池22的进泥管连接,水解池22的排泥口与水解池23的进泥管连接,水解池23的排泥口与水解池24的进泥管连接;全部水解池进水口2-3皆与产气池3出水口连接;全部水解池出水口2-2皆与调节池4进水口连接;调节池4出水口与产气池3进水口连接。 The continuous elutriation sludge digestion system shown in Figure 3 is composed of a sludge inlet tank 1, a hydrolysis tank 2, a hydrolysis tank 22, a hydrolysis tank 23, a hydrolysis tank 24, a gas production tank 3 and a regulating tank 4. All hydrolysis tanks There is a mud inlet pipe 2-1 on the top, a water outlet 2-2 on the upper part, a water inlet 2-3 on the lower part, and a mud discharge outlet 2-4 on the bottom; the mud inlet pipe 2-1 of the hydrolysis tank 2 is connected to the mud inlet tank 1 The mud outlet of hydrolysis tank 2 is connected with the mud inlet pipe of hydrolysis tank 22, and the mud outlet of hydrolysis tank 22 is connected with the mud inlet pipe of hydrolysis tank 23, and the mud outlet of hydrolysis tank 23 is connected with the mud inlet pipe of hydrolysis tank 24 Connection; the water inlets 2-3 of all hydrolysis tanks are connected with the water outlet of gas production tank 3; the water outlets 2-2 of all hydrolysis tanks are connected with the water inlet of adjustment tank 4; the water outlets of adjustment tank 4 are connected with the water inlet of gas production tank 3 .
参照图3,下面将本实施例三的的运行方法描述如下: Referring to Fig. 3, the operating method of the present embodiment three is described as follows:
污泥从进泥池1进入水解池2,进行水解反应,水解的污泥通过排泥口2-4进入水解池22的进泥管,继续水解,以此类推,污泥经过水解23、水解池24,不断的被水解,最终排出系统。污泥水解产物,被产气池3的出水淘洗出水解池,淘洗水通过调节池4再次进入产气池3去除水解产物,形成循环。 The sludge enters the hydrolysis tank 2 from the sludge inlet tank 1 to carry out the hydrolysis reaction, and the hydrolyzed sludge enters the mud inlet pipe of the hydrolysis tank 22 through the sludge outlet 2-4, and continues to be hydrolyzed, and so on, the sludge undergoes hydrolysis 23, hydrolysis Pool 24, which is continuously hydrolyzed, eventually exits the system. The sludge hydrolyzate is elutriated out of the hydrolysis tank by the effluent of the gas generating tank 3, and the elutriation water enters the gas generating tank 3 again through the regulating tank 4 to remove the hydrolyzate, forming a cycle.
以上实施例仅为本发明的示例性实施例,不用于限制本发明,本发明的保护范围由权利要求书限定。本领域技术人员可以在本发明的实质和保护范围内,对本发明做出各种修改或等同替换,这种修改或等同替换也应视为落在本发明的保护范围内。 The above embodiments are only exemplary embodiments of the present invention, and are not intended to limit the present invention, and the protection scope of the present invention is defined by the claims. Those skilled in the art can make various modifications or equivalent replacements to the present invention within the spirit and protection scope of the present invention, and such modifications or equivalent replacements should also be deemed to fall within the protection scope of the present invention.
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CN107840553A (en) * | 2017-10-25 | 2018-03-27 | 中国石油化工股份有限公司 | A kind of bionical muddy water solution small molecule carbonizing plant and method |
CN108128994A (en) * | 2018-01-10 | 2018-06-08 | 轻工业环境保护研究所 | Sludge digestion system with filter |
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CN200984584Y (en) * | 2006-06-26 | 2007-12-05 | 中国农业大学 | Two-phase device for processing house refuse through anaerobic circulating washing method |
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JPS57127498A (en) * | 1981-01-26 | 1982-08-07 | Takuma Sogo Kenkyusho:Kk | Anaerobic digesting tank |
CN200984584Y (en) * | 2006-06-26 | 2007-12-05 | 中国农业大学 | Two-phase device for processing house refuse through anaerobic circulating washing method |
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CN107840553A (en) * | 2017-10-25 | 2018-03-27 | 中国石油化工股份有限公司 | A kind of bionical muddy water solution small molecule carbonizing plant and method |
CN108128994A (en) * | 2018-01-10 | 2018-06-08 | 轻工业环境保护研究所 | Sludge digestion system with filter |
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