KR100599554B1 - Organic waste sludge volume reduction method using by combined thermophilic aerobic and mesophilic anaerobic digestion and electro-destruction system and apparatus thereof - Google Patents

Abstract

The present invention relates to a method and apparatus for reducing activated sludge using a high temperature aerobic digestion tank, a medium temperature anaerobic digestion tank, and an electrolysis tank, and an object thereof is to deteriorate effluent water quality and accumulation of inorganic matters generated when reducing excess sludge generated in an activated sludge process. To provide a stable and efficient sludge reduction method and apparatus to minimize the.

According to the present invention, it is possible to perform an economical treatment as compared to the conventional sludge treatment method such as incineration or landfill. In addition, since the denitrification and the decomposition of the hardly decomposable organic matter is treated by electrolysis, the overall treatment process can be stabilized and perfect water purification below the discharge standard can be achieved. In addition, it is possible to provide the temperature required in the anaerobic digestion tank and high temperature aerobic digestion tank by using the gas (Biogas) generated from the middle temperature anaerobic digestion tank. In addition, the excess sludge generated in the biological treatment process can be composted through a self-heating thermophilic aerobic digestion tank, and the facility or cost due to the excess sludge treatment can be saved.

High temperature aerobic digester, self-heating thermophilic aerobic digestion, electrolysis, sludge reduction, surplus sludge, mesophilic anaerobic digester

Description

Organic waste sludge volume reduction method using by combined thermophilic aerobic and mesophilic anaerobic digestion and electro-destruction system and apparatus

1 is a process diagram schematically showing a wastewater treatment method for reducing the excess activated sludge using high temperature aerobic digestion, mesophilic anaerobic digestion and electrolysis according to the present invention.

Figure 2 is a schematic diagram showing an anaerobic digester system according to the present invention,

3 and 4 is a schematic diagram showing a sewage treatment system according to the prior art.

<Description of the symbols for the main parts of the drawings>

(1) flow rate adjusting tank (2) primary settling tank

(3): Aeration tank (4): Secondary precipitation tank

(5): primary concentrator (5 '): secondary concentrator

(6): high temperature aerobic digestion tank (7): medium temperature anaerobic digestion tank

(8): electrolysis tank (9): dehydrator

(51): first heat exchanger (52): second heat exchanger

(53): third heat exchanger (54): gas engine generator

(55): hot water boiler

The present invention relates to a method and apparatus for reducing activated sludge using a high temperature aerobic digestion tank, a medium temperature anaerobic digestion tank and an electrolysis tank, and more particularly, a self-heating thermophilic high temperature expiratory sludge generated in a sewage treatment plant or a biological wastewater treatment plant. The present invention relates to a method for reducing surplus sludge and an apparatus therefor that can be efficiently processed using at least a digestion tank (ATAD), an anaerobic digestion tank, and an electrolysis tank.

In general, sewage containing organic pollutants, nitrogen, and phosphorus depletes dissolved oxygen in water, destroying aquatic ecosystems, and eutrophicating water in lakes and reservoirs.

Thus, to prevent water pollution of rivers. Pollutants and nutrients contained in the wastewater should be removed before they enter the body of water, such as rivers.

To remove it. As a treatment method of wastewater treatment facilities, many biological treatment methods that are excellent in economics are applied. Among the biological treatment methods, organic matters using microorganisms such as activated sludge method and advanced treatment are removed, but microorganisms grown during organic matter removal process It is generated as sludge.

Looking at the treatment and disposal of the sludge generated during the organic material removal process, the sludge and manure, livestock, and food waste liquid generated in the primary sedimentation tank and the secondary sedimentation tank are collected in the concentration tank, and the concentrated sludge is transferred to the medium temperature anaerobic digestion tank. The digester supernatant after digestion to about 35 ℃ in the middle temperature anaerobic digester is re-transmitted to the aeration tank of the activated sludge process, and the remaining solid sludge is dehydrated to less than the appropriate moisture by injecting a chemical to increase the dewatering efficiency. For the final disposal, it is usually disposed of by an external landfill, incineration facility, or dumping ocean by a transport vehicle.

In recent years, the landfill facility has been banned from direct landfilling of sludge, which has been mixed with other waste such as construction waste to reduce water content and used as a landfill agent. In this case, landfill shortages are accelerating, and additionally, complex water treatment processes are required to treat leachate discharged from landfill facilities.

In addition, in order to incinerate the sludge, the water content of the dewatered sludge should be lowered to about 20 to 30%, and additional auxiliary fuel is required as the heat of the sludge is insufficient, and a large dust collection facility or odor is removed to remove the air pollutant generated during incineration. There are many problems, including the removal of facilities.

In addition, research on the reduction of organic sludge that has been recycled to agricultural land by using it as a composting method is being conducted, but it is not composted whole due to lack of carbon source and calorie of sludge, or other materials such as sawdust, manure or food waste. After mixing with the situation is composting.

Especially in the case of sludge from sewage treatment facilities in industrial complexes, the effects of toxic substances such as heavy metals contained in the sludge should be identified.

In addition, the solidification method of mixing the solidifying agent in the sludge to minimize the elution of harmful substances such as heavy metals to reuse the solidified material.

In the case of ocean dumping, it is the cheapest dumping method at present, but the Ministry of Agriculture, Fisheries and Fisheries is planning to prohibit dumping at sea gradually according to the pollution of the near sea and the London Convention.

Therefore, ultimate sludge reduction measures should be established, and continuous treatment and disposal measures should be devised in the absence of effective reuse plans.

Looking at the method of reducing the conventional excess sludge in more detail, there is a sludge reduction technology by microbial treatment such as aerobic digestion, anaerobic digestion, etc. There is a disadvantage that the installation area is large, causing deterioration of treated water quality and accumulation of inorganic substances.

In addition, there is a technology to reduce the excess sludge by destroying the sludge by using an oxidizing agent such as ozone to recycle to the aeration tank, the deterioration of the treated water quality and the accumulation of inorganic substances remains a problem.

In addition, there is a technology to reduce the sludge by adding a microbial agent that inhibits the growth of microorganisms, but there is a problem to be solved in terms of economical efficiency and stable treatment efficiency, such as drug costs.

In addition, the sludge reduction technology by mechanical treatment using a ball mill has been applied to some parts of the world, but it has been pointed out as a problem due to high operating costs, high load of return water, and deterioration of treated water quality.

In addition, the method for treating the gas generated during the sludge treatment in the above-mentioned medium temperature anaerobic digestion tank is shown in FIGS. 3 and 4. 3 and 4 is a schematic view showing a sewage sludge treatment system according to the prior art, the conventional method for treating sewage sludge generally generated in the sewage treatment plant, the sewage sludge is concentrated in a concentration tank, the concentrated sludge is a medium temperature anaerobic digestion tank Is treated to produce methane and carbon dioxide, and the solid is dehydrated to make a cake.

Since the heating method of the anaerobic digestion tank is a method of heating using steam or hot water using a boiler, the conventional method illustrated in FIG. 3 burns most of the generated biogas in a boiler to generate steam or hot water. Since most of the steam or hot water is used for heating the anaerobic digester, it is difficult to recover the electric energy by power generation and the processing efficiency is low. Most of the biogas production is 0.4 m3 / kgVS, which is relatively small. In addition, a separate heat source for combustion of energy (fuel, natural gas) is required.

The conventional method shown in FIG. 4 is a method which has been recently attempted to introduce electricity into a generator instead of the boiler of FIG. 3 to produce electricity and to use waste heat of power generation for digester heating.

However, the heat generated waste heat alone as described above is insufficient heat separate heating is required.

Therefore, there is no technology to reduce sludge without any problems due to incineration sludge treatment. Currently, in order to commercialize highly efficient sludge reduction technology, various methods such as using electrolysis, using high temperature aerobic digestion, and using ultrasonic waves, etc. The method is being tried. However, there are still problems to be solved, such as deteriorated effluent water quality and the accumulation of minerals.

In addition, the system for recycling and warming the gas generated during sludge treatment in the middle temperature anaerobic digester is also scattered with problems.

An object of the present invention for solving the above problems is to provide a stable and efficient sludge reduction method and apparatus that minimizes the deterioration of effluent water quality and the accumulation of inorganic matters generated during the reduction of excess sludge generated in the activated sludge method.

In addition, to provide a sludge reduction method and apparatus including a method and apparatus for raising the temperature of the sludge supplied to the anaerobic digestion tank and high temperature aerobic digestion tank using the gas (Biogas) generated from the middle temperature anaerobic digestion tank.

The present invention to achieve the object as described above and to perform the problem for eliminating the conventional defects in the method for purifying wastewater,

Adjusting the flow rate and the concentration of the influent wastewater in a flow adjusting tank;

A first precipitation step of precipitating the suspended solids in the wastewater stored in the flow control tank in the primary settling tank and sending the settling sludge to the primary thickener, and concentrating the wastewater into the aeration tank;

Oxidatively decomposing organic matter in the wastewater by aeration of the wastewater supplied from the primary sedimentation tank using activated sludge in the aeration tank;

In the oxidative decomposition step, the oxidatively decomposed activated sludge and the treated water are solid-liquid separated in a secondary sedimentation tank so that the treated water is discharged, and the precipitated surplus activated sludge is transferred through a transfer pipe to a binary concentrator and some excess sludge is A second precipitation step of returning the aeration tank through a transfer pipe;

Surplus activated sludge supplied after concentration in the second precipitation step Solubilizing excess sludge using a high temperature thermophilic aerobic microorganism in a high temperature aerobic digester;

Producing methane by anaerobic digestion of the solubilized sludge and the primary concentrated sludge concentrated in the primary concentrator in the solubilization step;

The excess sludge solubilization step and anaerobic digestion of the ammonia nitrogen and hardly decomposable organic material generated in the methane gas production step of the electrolysis tank, and the excess sludge is characterized by consisting of an electrolysis step to return to the flow control tank through the transfer pipe. It is done.

The step of producing methane gas in the mesophilic anaerobic digestion tank further comprises a dehydration step of dewatering some excess sludge from the dehydrator to make a cake. The excess sludge is electrolyzed after mesophilic anaerobic digestion in the mesophilic digestion tank. It enters the process of electrolysis in the tank, and some of the excess sludge is added to the outside of the system in the form of dehydrated cake by deagglomeration and dehydration by adding an inorganic flocculant to control the accumulation of phosphorus once in a certain period. .

In the high temperature aerobic digestion tank, the excess sludge digested at high temperature is reacted at high temperature, so nitrogen contained in the treated sludge exists as ammonia nitrogen in a condition that nitrifier cannot inhabit and is circulated in the aeration tank without denitrification process. If it causes nitrogen accumulation, it is oxidized in the electrolysis process and sent to nitrogen gas to the atmosphere to lower the nitrogen concentration in the treated sludge and additionally decomposes the biodegradable material and converts it into biodegradable form.

In the electrolysis, a small amount of salt is supplied to assist in the generation of electrical conductivity and oxidant. At this time, in order to consume the remaining oxidant among the oxidants generated, it flows into the aeration tank through the flow adjustment tank.

Since the high temperature aerobic digestion, mesophilic anaerobic treatment and electrolysis treated excess sludge are solubilized and introduced into the aeration tank, they are decomposed by microorganisms in a short time, and some are used for microbial synthesis and some are mineralized with carbon dioxide and water.

In addition, in order to raise the sludge to the temperature required in the anaerobic digestion tank and the high temperature aerobic digestion tank by using the gas (Biogas) generated from the medium temperature anaerobic digestion tank, the high temperature thermophilic aerobic exhalation in the secondary concentrator concentrated surplus activated sludge Solubilizing excess sludge using microorganisms,

A first sludge treatment step of flowing into a primary thickener to concentrate primary sludge formed of particulate matter mixed in a general sewage, and then flowing into a mesophilic anaerobic digester through a first heat exchanger;

Secondary sludge consisting of surplus activated sludge and secondary sludge to concentrate the manure, livestock, and food waste liquid through the secondary thickener, and then the second sludge from the secondary thickener is the second heat exchanger and the third After passing through the heat exchanger in order to reach a temperature range of 50 ° C, the high temperature microorganisms contained in the secondary sludge pass through the self-heating hot aerobic digester together with the air to self-activate, and then the secondary sludge leaving the high temperature aerobic digester is secondary. A secondary sludge treatment step of heat-exchanging the secondary sludge passed through the secondary thickener while passing through the heat exchanger, and then mixing the secondary sludge with the primary sludge passed through the primary thickener;

The biogas generated from the middle temperature anaerobic digester is transferred to a gas engine generator to produce electricity, and then a hot water boiler is operated to circulate the heat generated from the hot water boiler to the first heat exchanger to supply heat to the first sludge. Power generation waste heat generated from the engine generator is supplied to the third heat exchanger, heat exchanged in the secondary sludge heat exchanged through the second heat exchanger exchanger in the second sludge treatment step, and then introduced into the gas engine generator. Characterized in that further comprises a.

In the present invention having the above steps, solubilization of excess sludge and decomposition of hardly decomposable substances are made by using high-temperature aerobic digestion, and additionally, there is an effect of killing pathogens and reducing odors by exotherm according to the digestion reaction, and heavy metals in wastewater. If not included, digested sludge with high temperature aerobic digestion can be used as a good fertilizer.

The device configuration used for the sludge reduction apparatus as described above is as follows.

A flow rate adjustment tank for storing inflow wastewater and adjusting flow rate and concentration;

The suspended solids contained in the wastewater supplied through the transfer pipe connected to the flow adjusting tank are separated into solids by sedimentation, and the sludge flows into the primary thickener through the transfer pipe, and the treated water flows into the aeration tank through the transfer pipe. A settling tank;

An aeration tank for oxidatively decomposing organic matter in the wastewater introduced through the transfer pipe in the primary precipitation tank in activated sludge;

The oxidatively decomposed activated sludge and the treated water supplied through the transfer pipe connected to the aeration tank are separated into solid-liquid and the treated water is discharged and the sediment sludge is sent to the secondary concentrator, and the second is returned to the aeration tank through the transfer pipe. A settling tank;

A primary thickener for concentrating primary sludge supplied through a transfer pipe connected to the primary settling tank by gravity concentration or centrifugal force concentration;

A secondary concentrator for concentrating surplus activated sludge supplied through a transfer pipe connected to the secondary sedimentation tank by gravity concentration or centrifugal force concentration;

A high temperature aerobic digestion tank for solubilizing the concentrated surplus activated sludge supplied through a transfer pipe connected to the secondary concentrator using a high temperature thermophilic aerobic microorganism;

A middle temperature anaerobic digestion tank for anaerobic digestion of the solubilized sludge through a concentrated primary sludge and a high temperature aeration tank supplied through a transfer pipe connected to the primary concentrator, to reduce methane gas production and sludge;

A dehydrator connected to the middle temperature anaerobic digester and a transfer pipe to dehydrate some of the excess sludge to make a cake;

Characterized in the sludge reduction device consisting of an electrolysis tank for electrooxidizing ammonia and hardly decomposable organic matter of the anaerobic sludge supplied through the transfer pipe connected to the mesophilic anaerobic digestion tank, conveyed through the transfer pipe to the flow rate adjustment tank.

Hereinafter, the configuration and the operation of the embodiment of the present invention will be described in detail with reference to the accompanying drawings.

Figure 1 shows a simplified flow chart showing the wastewater treatment method according to the treatment step to reduce the excess activated sludge using high temperature aerobic digestion and electrolysis according to the present invention, as shown in the wastewater is stored in the flow rate adjustment tank The inflow concentration is supplied to be constant and the flow rate adjusting tank 1 is designed with sufficient capacity in consideration of the inflow flow rate.

The excess sludge oxidized by the high temperature aerobic digestion tank 6, the middle temperature anaerobic digestion tank 7, and the electrolysis tank 8 is returned to the flow rate adjusting tank 1.

Wastewater and oxidized excess sludge flowing into the flow regulating tank 1 are supplied to the aeration tank 3 by a pump (not shown) via the primary settling tank 2.

The organic matter contained in the supplied waste water and the oxidized surplus sludge is decomposed into microorganisms in the aeration tank 3 to be decomposed into carbon dioxide and water, and some are used for cell synthesis.

The wastewater treated in the aeration tank 3 flows into the secondary settling tank 4 together with the microbial floc and is separated into solids.

Part of the sludge separated from the secondary sedimentation tank 4 is conveyed to the aeration tank 3 and the sludge generated as a surplus flows into the secondary concentrator 5 'and is concentrated at a high concentration.

Concentrated surplus sludge is supplied to the high temperature aerobic digester (6) and mixed with oxygen supply using a screw-type aerator (not shown) or blower (not shown) mounted on the high temperature aerobic digester (6). Self-heating. This high-temperature aerobic digester is kept warm and the temperature is maintained at 50 ~ 70 ℃, so that the excess sludge is solubilized, reducing the concentration of organic matter and sterilizing pathogens.

The solubilized excess sludge decomposes and releases organic substances, nitrogen, and phosphorus contained in the cells.The nitrogen and hardly decomposable organic substances generated at this time are electrolyzed in an electrolysis tank and then returned to the flow adjusting tank (1). After flowing into the aeration tank (3).

In addition, the methane gas generated in the middle temperature anaerobic digester (7) is separated and collected, the collected methane gas can be used as a thermal energy source to the treatment plant or the outside through a gas transfer pipe, it can be used as electrical energy by operating a gas engine generator. .

Figure 2 is a schematic diagram showing the anaerobic digestion system according to the present invention, when described in detail, when the primary, secondary concentrator, high temperature aerobic digestion tank, middle temperature anaerobic digestion tank connection configuration in the system according to Figure 1,

A first heat exchanger (51) installed to heat-exchange the primary sludge from the primary concentrator (5) supplied to the middle temperature anaerobic digestion tank (7) through a transfer pipe;

A second heat exchanger 52 and a third heat exchanger 53 sequentially installed to heat-exchange the secondary sludge from the secondary concentrator 5 ', which is connected to the high temperature aerobic digester 6 through a transfer pipe; ;

A high temperature aerobic digestion tank (6) for supplying the second sludge which has passed through the second heat exchanger (52) and the third heat exchanger (53) to a conveying pipe conveyed from the primary concentrator;

The biogas generated in the middle temperature anaerobic digester (7) is used to produce electricity in the gas engine generator, and the hot water is produced in the hot water boiler (55) by using the heat in the exhaust gas of the gas engine generator. After supplying heat to the first heat sludge to the heat exchanger (51), it is introduced to the hot water boiler (55) again, supplying the generated waste heat of the gas engine generator cooling water generated during power generation to the third heat exchanger (53) It was configured to further include a gas engine generator 54 which is introduced again after the heat exchange of the secondary sludge flowing out from the second heat exchanger of the secondary sludge treatment system.

The operation of such a device configuration is as follows.

It flows into the primary concentrator (5) to concentrate the primary sludge formed of the particulate matter mixed in the normal sewage, and after the heat exchange into the primary heat exchanger (51) after concentration, flows into the middle temperature anaerobic digestion tank (7). ,

The secondary sludge made of surplus activated sludge and the manure, nutrients, and food wastes flow into the secondary concentrator (5 ') to concentrate, and after concentration, the secondary heat exchanger (52) and the third heat exchanger (53) After passing heat through the secondary sludge to obtain a temperature range of 50 ° C., the microorganisms contained in the secondary sludge pass through the self-heating high-temperature aerobic digester (5) together with air so as to activate itself. While passing through the heat exchanger 52, it is configured to mix with the secondary sludge passed through the secondary concentrator 5 'and the primary sludge passed through the primary concentrator 5 after heat exchange,

The biogas generated from the middle temperature anaerobic digester (7) is transferred to a gas engine generator (54) to produce electricity, and the waste heat generated during the generation of the gas engine generator (54) is the third secondary heat exchanger (53). To supply heat to the secondary sludge, and waste heat of the exhaust gas generated from the gas engine generator 54 is recovered by the hot water boiler 55 and supplied to the primary heat exchanger 51, and the primary and secondary After supplying heat to the sludge is configured to return to the hot water boiler (55) again.

In addition, in case of converting the existing medium temperature anaerobic digester of the gas agitation type into a self-heating high temperature aerobic digester, the Roots Blower, Compressor, Ejector, etc. In the exothermic high temperature aerobic digester (6), the supply and stirring of oxygen required by the high temperature aerobic microorganism is performed.

Hereinafter is a preferred embodiment of the present invention.

(Example)

(Table 1) Inflow sludge amount and throughput

When the influent sludge as shown in Table 1 is treated according to the present invention, biogas is generated in the anaerobic digestion tank as shown in the above table, and dewatered in the dehydrator to produce sludge cake. This processing will be described below with reference to FIG.

In ordinary sewage, particulate contaminants are mixed, and a primary sludge composed of about 0.8% of TS (Total Solid) is passed through the primary concentrator (5), and high temperature microorganisms contained in the secondary sludge at approximately 50 ° C Through the self-heating hot aerobic digester (6) together with the air to become self-activated, it becomes a secondary sludge of approximately 60 ° C., and this secondary sludge passes through the secondary heat exchanger (52), while the secondary concentrator (5 ') The secondary sludge in the range of approximately 10 ° C., passed through), to obtain heat to become secondary sludge of approximately 30 ° C., mixed with the primary sludge passed through the primary condenser 5 of approximately 10 ° C., approximately Allow 19 ° C of mixed sludge to form.

At this time, the concentration of TS in each sludge is concentrated to 2.0-5.0%.

This mixed sludge can mix manure, animal waste, and food waste liquid as needed.

The winter temperature of this mixed sludge is approximately 10 ° C.-16 ° C. and in summer 20 ° C.-30 ° C.

The mixed sludge is raised to about 40 ° C. by the heat generation waste heat (heat of exhaust gas, heat of cooling water) of the gas engine generator 54, and flows into the middle temperature anaerobic digestion tank 7.

The 60 ° C liquid sludge passed through the self-heating high temperature aerobic digester 6 is reduced to about 40 ° C by the second heat exchanger 52 of the secondary sludge system, and the waste heat of the gas engine generator 54 is reduced. It transfers to the 3rd heat exchanger 53 of secondary sludge, and raises the temperature of the sludge which passed through the said 3rd heat exchanger 53 from about 30 degreeC to about 50 degreeC.

The secondary sludge raised in the temperature range is transferred to the self heating pyrophoric digestion tank 6 together with the air, and in the self heating pyrophoric aerobic digester 6, the temperature is increased by the self-heating action of the high temperature microorganisms, approximately 60 It will flow out in the liquid state of ℃.

The sludge in the liquid state at 60 ° C. is supplied to the second heat exchanger 52 and cooled to about 40 ° C., and mixed with the primary sludge passed through the primary condenser 5, and about 10 ° C. primary sludge It is to raise the sewage sludge temperature of phosphorus 2.0-5.0% TS to about 19 degreeC.

The sludge deposited inside the anaerobic digestion tank in the middle temperature anaerobic digester (7) is drawn and supplied to the dehydrator (9), and the volume of the dehydrated sludge cake is about 10-30% smaller than the amount of cake generated in the conventional anaerobic digestion tank. .

Biogas generated by anaerobic decomposition of organic matter in the inflow sludge is introduced into the gas engine generator 54 to produce electricity.

The waste heat discarded to the outside during the electricity production process of the gas engine generator 54 warms the hot water boiler to transfer the hot water to the first heat exchanger 51, and the temperature is increased in the primary heat exchanger 51. The temperature of the primary sludge is raised to about 40 ° C.

In addition, the temperature of the mixed secondary sludge which is transferred to the third heat exchanger 53 and whose temperature is raised in the third heat exchanger 53 is increased to about 50 ° C.

This temperature range is to provide the optimum temperature conditions for the metabolism and self-heating of the high temperature microorganisms in the self-heating hot aerobic digester (6).

The throughput according to the treatment method according to the present invention as described above and the throughput according to the conventional method are shown in Table 2 below.

Table 2. Throughput of the Invention and Conventional Methods

From Table 2, it can be seen that the throughput of the present invention is significantly improved compared to the conventional method.

The present invention is not limited to the above-described specific preferred embodiments, and various modifications can be made by any person having ordinary skill in the art without departing from the gist of the present invention claimed in the claims. Of course, such changes will fall within the scope of the claims.

The present invention as described above is capable of treating excess sludge at high concentration by using a high-temperature aerobic digestion of the excess sludge generated in the activated sludge, the treatment facility is small, and the reaction tank is maintained by self-heating, the operating cost is low, and

In addition, since ammonia nitrogen is denitrated to nitrogen gas by electrolysis, the denitrification process is simple and can be applied to a space with less processing equipment.

In addition, it is possible to treat the excess sludge generated in the biological process itself, and it is an economical sludge reduction process that does not require the injection of a separate carbon source in the denitrification process.

In addition, sludge can be composted by high-temperature aerobic oxidation, contributing to environmentally friendly agricultural activities, and biogas generated from anaerobic digestion tanks can be recycled as energy, which can be used as an alternative energy for fossil fuels, thus enabling the recycling of wastewater. The advantage is that

Even if there is no separate energy source from the outside, the heat generated by the high-temperature microorganisms generated by the system and the waste heat generated by the generated gas are effectively used, so there is no need for external energy to operate the system.

In addition, the heating method of the existing medium temperature anaerobic digestion tank converts most of the generated gas into steam or hot water and uses it to warm the digestion tank, so there is little energy production that can be sent to the outside of the system. Although auxiliary combustion heat is required, the present invention can transfer the entire amount of the biogas generated in the middle temperature anaerobic digester to the gas engine generator for use in power generation, which can send most of the electricity produced outside the system and is efficient in winter. The use of heat of use and bioreaction, eliminating the need for external auxiliary heat of combustion,

In addition, organic materials, which are difficult to decompose under the existing medium temperature conditions, can be easily hydrolyzed and acid fermented under high temperature aerobic conditions, thereby enabling rapid methane gasification in the middle temperature anaerobic digestion tank, and reducing the decomposition time in the middle temperature anaerobic digestion tank by about 50%. It is a useful invention with the advantage that it is possible to reduce the sludge cake generation amount by 10-30% compared to the existing one by increasing the removal efficiency of organic matter.

Claims (6)

In the method of purifying wastewater, Adjusting the flow rate and the concentration of the influent wastewater in a flow adjusting tank; A first precipitation step of precipitating the suspended solids in the wastewater stored in the flow control tank in the primary settling tank and sending the settling sludge to the primary thickener, and concentrating the wastewater into the aeration tank; Oxidatively decomposing organic matter in the wastewater by aeration of the wastewater supplied from the primary sedimentation tank using activated sludge in the aeration tank; In the oxidative decomposition step, the oxidatively decomposed activated sludge and the treated water are solid-liquid separated in a secondary sedimentation tank so that the treated water is discharged, and the precipitated surplus activated sludge is transferred through a transfer pipe to a binary concentrator and some excess sludge is A second precipitation step of returning the aeration tank through a transfer pipe; Surplus activated sludge supplied after concentration in the second precipitation step Solubilizing excess sludge using a high temperature thermophilic aerobic microorganism in a high temperature aerobic digester; Producing methane by anaerobic digestion of the solubilized sludge and the primary concentrated sludge concentrated in the primary concentrator in the solubilization step; The excess sludge solubilization step and anaerobic digestion of the ammonia nitrogen and hardly decomposable organic material generated in the methane gas production step of the electrolysis tank, and the excess sludge is characterized by consisting of an electrolysis step to return to the flow control tank through the transfer pipe. Reduction of activated sludge using high temperature aerobic digestion tank, medium temperature anaerobic digestion tank and electrolysis tank. The method of claim 1, The step of producing methane gas in the middle temperature anaerobic tank further includes a dehydration step of aggregating and dehydrating a part of surplus sludge by adding an inorganic flocculant to control the accumulation of phosphorus and taking out suspended solids and phosphorus to the outside of the system in the form of a dehydrated cake. A method for reducing activated sludge using a high temperature aerobic digestion tank, a medium temperature anaerobic digestion tank, and an electrolysis tank, comprising: The method of claim 1, The electrolysis step may include supplying salt to assist with electrical conductivity and generation of an oxidant, and returning the salt to the aeration tank through a flow adjusting tank for consumption of the remaining oxidant without being consumed among the oxidants. Reduction of activated sludge using high temperature aerobic digestion tank, middle temperature anaerobic digestion tank and electrolysis tank. The method of claim 1, The step of solubilizing the surplus sludge by using the high-temperature thermophilic aerobic microorganisms in a high temperature aerobic digestion tank; A first sludge treatment step of flowing into a primary thickener to concentrate primary sludge formed of particulate matter mixed in a general sewage, and then flowing into a mesophilic anaerobic digester through a first heat exchanger; Secondary sludge consisting of surplus activated sludge and secondary sludge to concentrate the manure, livestock, and food waste liquid through the secondary thickener, and then the second sludge from the secondary thickener is the second heat exchanger and the third After passing through the heat exchanger in order to reach a temperature range of 50 ° C, the high temperature microorganisms contained in the secondary sludge pass through the self-heating hot aerobic digester together with the air to self-activate, and then the secondary sludge leaving the high temperature aerobic digester is secondary. A secondary sludge treatment step of heat-exchanging the secondary sludge passed through the secondary thickener while passing through the heat exchanger, and then mixing the secondary sludge with the primary sludge passed through the primary thickener; The biogas generated from the medium temperature anaerobic digester is transferred to a gas engine generator to generate electricity, and hot water is produced in the hot water boiler using heat in the exhaust gas of the gas engine generator generated during electricity production, and the hot water is generated from the boiler. The heat is circulated to the first heat exchanger to supply heat to the first sludge, and the waste heat generated from the cooling water generated from the gas engine generator is supplied to the third heat exchanger to supply the second sludge exchanger of the second sludge treatment step. A method for reducing activated sludge using a high temperature aerobic digestion tank, a mesophilic anaerobic digestion tank, and an electrolysis tank, characterized in that it further comprises a heat generation waste heat step which heat-exchanges the secondary sludge heat-exchanged and then flows back into the gas engine generator. In the apparatus for purifying wastewater, A flow rate adjustment tank for storing inflow wastewater and adjusting flow rate and concentration; The suspended solids contained in the wastewater supplied through the transfer pipe connected to the flow adjusting tank are separated into solids by sedimentation, and the sludge flows into the primary thickener through the transfer pipe, and the treated water flows into the aeration tank through the transfer pipe. A settling tank; An aeration tank for oxidatively decomposing organic matter in wastewater introduced through the transfer pipe in the primary precipitation tank in activated sludge; The oxidatively treated activated sludge and the treated water supplied through the transfer pipe connected to the aeration tank are separated into solid-liquid, and the treated water is discharged and the settling sludge is sent to the secondary concentrator. A settling tank; A primary thickener for concentrating primary sludge supplied through a transfer pipe connected to the primary settling tank by gravity concentration or centrifugal force concentration; A secondary concentrator for concentrating surplus activated sludge supplied through a transfer pipe connected to the secondary sedimentation tank by gravity concentration or centrifugal force concentration; A high temperature aerobic digestion tank for solubilizing the concentrated surplus activated sludge supplied through a transfer pipe connected to the secondary concentrator using a high temperature thermophilic aerobic microorganism; A middle temperature anaerobic digestion tank for anaerobic digestion of the solubilized sludge through a concentrated primary sludge and a high temperature aeration tank supplied through a transfer pipe connected to the primary concentrator, to reduce methane gas production and sludge; A dehydrator connected to the middle temperature anaerobic digester and a transfer pipe to dehydrate some of the excess sludge to make a cake; High temperature aerobic digestion tank and mesophilic anaerobic steam, characterized in that the electrolysis tank for electrooxidizing ammonia and hardly decomposable organic matter of anaerobic sludge supplied through the transfer pipe connected to the mesophilic anaerobic digestion tank and conveyed through the feed pipe to the flow rate adjustment tank. Reduction device for activated sludge using digestion tank and electrolysis tank. The method of claim 5, When the first, second concentrator, high temperature aerobic digester, medium temperature anaerobic digester connected to the transfer pipe in the system, A first heat exchanger installed to heat-exchange the primary sludge from the primary condenser supplied to the middle temperature anaerobic digestion tank through a transfer pipe; A second secondary heat exchanger and a third secondary heat exchanger sequentially installed to heat-exchange the secondary sludge from the secondary concentrator connected to the high temperature aerobic digester through the transfer pipe; A high temperature aerobic digestion tank for supplying the second sludge which has passed through the second heat exchanger and the third heat exchanger to a transfer pipe conveyed from the primary concentrator; The biogas generated in the middle temperature anaerobic digester is used to generate electricity, the hot water is produced from the hot water boiler using the heat of the exhaust gas, and the produced hot water is sent to the first heat exchanger to supply heat to the first sludge, and then again It is to be introduced into the boiler, supply the waste heat of the cooling water generated during power generation to the third heat exchanger, heat exchange the secondary sludge flowing out of the second heat exchanger of the secondary sludge treatment system and then re-introduced gas engine An apparatus for reducing activated sludge using a high temperature aerobic digestion tank, a mesophilic anaerobic digestion tank, and an electrolysis tank, the generator further comprising a generator.

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