JP2006247566A - Biological treatment method for organic waste water - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To efficiently treat oil and fat-containing waste water in a wide concentration range without deteriorating the quality of treated water and to reduce the amount of the surplus sludge to be generated upon the purification of oil and fat-containing waste water by a sludge predation system. <P>SOLUTION: In the biological treatment method for organic waste water where oil and fat-containing waste water is introduced into a first biological treatment tank 3 and is subjected to biological treatment with non-coagulable bacteria, and the non-coagulable bacteria-containing treated water from the first biological treatment tank 3 is introduced into a second biological treatment tank 4, and is subjected to activated sludge treatment, the oil and fat-containing waste water and/or a reaction liquid in the first biological treatment tank 3 is subjected to emulsification treatment. By emulsifying and dispersing oil and fat insoluble in water by the emulsification treatment, the contact area with the bacteria is increased, thus organic substance including the oil an fat in the oil and fat-containing waste water can be converted into dispersible bacteria without beforehand separating the oil and fat from the oil and fat-containing waste water. Then, the dispersible bacteria are preyed upon by fixable protozoa, so as to be removed in the second biological treatment tank 4. In this way, the reduction in the quantity of surplus sludge is made possible. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  The present invention relates to a biological treatment method for organic wastewater containing fats and oils in a wide concentration range including food factories and kitchen wastewater. Specifically, the present invention relates to a biological treatment method capable of improving the treatment efficiency and reducing the amount of surplus sludge generation without deteriorating the treatment water quality of such oil-containing wastewater.

  The activated sludge method used when biologically treating organic wastewater is widely used for sewage treatment, industrial wastewater treatment, and the like because of its advantages such as good treated water quality and easy maintenance. However, in the activated sludge method, since about 30% of the decomposed BOD component is converted into bacterial cells, that is, sludge, a large amount of excess sludge treatment is a problem. Various methods have been devised so far to reduce the volume of excess sludge generated, but ecological food is used as an inexpensive process that does not apply energy such as heat and electricity. There is a protozoan sludge predation system using a chain.

  For example, in Japanese Patent Laid-Open No. 55-20649, organic waste water is first treated with bacteria in a first treatment tank, and organic matter contained in the waste water is oxidatively decomposed to produce non-aggregating bacteria (dispersing bacteria). After converting to the body, the sludge can be reduced by allowing the sticking protozoa to prey in the second treatment tank. Furthermore, this method enables high-load operation and improves the treatment efficiency of the activated sludge method.

  Many other wastewater treatment methods have been devised that use predation of protozoa and metazoans located at higher levels of bacteria.

  By the way, waste water discharged from food factories and kitchens often contains a large amount of animal and vegetable oils (triglycerides). As a conventional method for treating oil-containing wastewater, a method is generally used in which fats and oils in wastewater are floated and separated by a grease trap or pressurized flotation, and the remaining organic matter is biologically treated by activated sludge treatment. However, since the separated fats and oils are separately treated as waste, labor and cost are required. Furthermore, an apparatus such as pressurized levitation requires installation costs and space, and further requires maintenance work such as cleaning the apparatus.

  Therefore, in recent years, a method for directly biologically treating fat and oil-containing wastewater has been studied. For example, a method of promoting decomposition efficiency by introducing an oil and fat-degrading enzyme (JP-A-5-245479) or yeast (JP-A-2003-227) into raw water or an aeration tank, or a granular non-woven cloth Floating on the surface of the tank (JP-A-8-182996), mechanical stirring (JP-A-11-57758, JP-A-10-34180), etc. Methods of suppression have been devised.

  As described above, a method for directly biologically treating fat and oil-containing wastewater has been studied. However, since the BOD component derived from fat and oil is converted into bacterial cells, that is, sludge, the amount of surplus sludge generated is increased. It becomes a problem.

In order to solve these problems, application of the above-described sludge predation system to oil-containing wastewater is expected.
Japanese Patent Laid-Open No. 55-20649 JP-A-5-245479 JP 2003-227 A JP-A-8-182996 JP-A-11-57758 JP-A-10-34180

  Applying a conventional sludge predation system to fat-containing wastewater, first passing the fat-containing wastewater through the first biological treatment tank and biologically treating it with non-aggregating bacteria, then non-aggregating from this first biological treatment tank When multi-tank biological treatment in which treated water containing bacteria is introduced into the second biological treatment tank and activated sludge treatment is performed, if the fat-containing wastewater is wastewater containing a high concentration of fat, the soluble BOD component is more Since it is easily assimilated by microorganisms, as a result, fats and oils remain and deteriorate the quality of treated water. Moreover, it is known that accumulation of such insoluble oils and fats causes generation of insoluble lumps such as scum, but a method for effectively dealing with such problems has not been proposed so far.

  The present invention solves the above-mentioned conventional problems, and purifies fat and oil-containing wastewater with a sludge predation system, efficiently treats a wide concentration range of organic wastewater without deteriorating the quality of treated water, and generates excess sludge. It aims at providing the biological treatment method which aims at reduction of quantity.

  In the biological treatment method for organic wastewater of the present invention (Claim 1), the organic wastewater is introduced into the first biological treatment step, biologically treated with non-aggregating bacteria, and non-aggregable from the first biological treatment step. In the biological treatment method of organic wastewater for treating activated sludge by introducing treated water containing bacteria into the second biological treatment process, the organic wastewater is fat-containing wastewater containing fats and oils, and the fat-containing wastewaters and / or The reaction solution in the first biological treatment step is emulsified.

  The biological treatment method for organic wastewater according to claim 2 is characterized in that in claim 1, an emulsification treatment is performed by adding a surfactant to the oil-containing wastewater and / or a reaction solution in the first biological treatment step. And

  The biological treatment method for organic wastewater according to claim 3 is characterized in that, in claim 2, the surfactant is a nonionic surfactant.

  The biological treatment method for organic wastewater according to claim 4 is characterized in that, in claim 3, the nonionic surfactant is a sugar fatty acid ester.

  The biological treatment method for organic wastewater according to claim 5 is characterized in that, in any one of claims 1 to 4, the fat-and-oil-containing wastewater contains fat and oil in an n-hexane extract concentration of 100 mg / L or more.

  The biological treatment method for organic wastewater according to claim 6 is characterized in that, in any one of claims 1 to 5, the pH of the first biological treatment step is 8.0 or more.

  The biological treatment method for organic wastewater according to claim 7 is characterized in that, in claim 6, the pH of the second biological treatment step is 6-8.

  According to the biological treatment method of organic wastewater of the present invention, when purifying fat-containing wastewater with a sludge predation system, a wide concentration range of fat-containing wastewater is efficiently treated without deteriorating the treated water quality and excess sludge. The amount of generation can be reduced.

  That is, in the present invention, when fat-containing wastewater is biologically treated with non-aggregating bacteria in the first biological treatment step, the fat-containing wastewater and / or the reaction liquid in the first biological treatment step is emulsified and insoluble in water. The contact area with microorganisms is increased by emulsifying and dispersing the oil. By carrying out like this, it becomes possible to convert the organic substance in waste water into dispersible bacteria including fats and oils in fat-containing wastewater, without previously separating fats and oils from fat-containing waste water. And in a 2nd biological treatment process, the amount of excess sludge can be reduced by precipitating and removing the dispersible bacteria by the adherent protozoa.

  In addition, in this invention, it is preferable to process by making pH of a 1st biological treatment process into 8 or more, and by making pH of a 1st biological treatment process into an alkaline region of 8 or more, waste water is caused by non-aggregating bacteria. It becomes possible to more efficiently oxidize and decompose oils and organic substances in the oil. And after neutralizing the treated water of this first biological treatment step with an acid as necessary, when introduced into the second biological treatment step, in this second biological treatment step, oxidative decomposition of the remaining organic components, The excess sludge is reduced by autolysis of non-aggregating bacteria and predation of micro animals.

  Embodiments of the organic wastewater biological treatment method of the present invention will be described below in detail with reference to the drawings.

  FIG. 1 is a system diagram showing an embodiment of a biological treatment method for organic wastewater according to the present invention.

  In the method of FIG. 1, the raw water (oil-containing wastewater) is added to a surfactant (aqueous solution containing a surfactant) in the storage tank 1, and then the fats and oils in the wastewater are emulsified by the mechanical stirring emulsifier 2. After being dispersed, this emulsification treatment liquid is then introduced into the first biological treatment tank 3. In the first biological treatment tank 3, fats and oils and organic matter in the wastewater are oxidatively decomposed by non-aggregating bacteria. In FIG. 1, the reaction liquid in the first biological treatment tank 3 is extracted and returned to the mechanical stirring type emulsifying apparatus 2, emulsified again, and returned to the first biological treatment tank 3. By doing in this way, the dispersibility of fats and oils can be improved further. The treated water in the first biological treatment tank 3 is then introduced into the second biological treatment tank 4, where surplus due to oxidative degradation of remaining organic components, self-degradation of non-aggregating bacteria and predation of micro-animals. Sludge reduction is performed.

  In the present invention, the organic wastewater to be treated is fat-containing wastewater containing animal and vegetable fats and oils, and contains fats and oils in an n-hexane extract concentration of 100 mg / L or more, more preferably in the range of 100 to 1000 mg / L. Fat and oil-containing wastewater is preferred.

  Although there is no restriction | limiting in particular as an emulsification process method of the fats and oils in wastewater containing fats and oils, the method of stirring and adding surfactant is mentioned.

  As the surfactant for emulsifying the fats and oils in the oil-containing wastewater, any surfactant suitable for making a stable emulsion of O / W type may be used, but those having high biodegradability are desirable. The thing with low foamability in the 1st biological treatment tank 3 which is an aeration tank is desirable. In addition, it is desirable to have a very weak lysis and bactericidal action against microorganisms present in the tank. Examples of such surfactants include nonionic surfactants such as sugar fatty acid esters such as “Tween (trademark of Atlas)” and “Span (trademark of Atlas)”. The surfactant is preferably added in a weight ratio of 0.01% by weight or more, preferably 0.1% by weight or more, based on the weight of the fats and oils contained in the target water, from the viewpoint of obtaining a sufficient fat dispersion effect. . On the other hand, from the viewpoint of cost effectiveness, it is preferably 10% by weight or less, preferably 2% or less.

  Examples of the mechanical stirring type emulsifying apparatus 2 for emulsifying and dispersing fats and oils include a homogenizer, an ultrasonic type, a high pressure jet type stirring machine and the like. The waste water is preferably preliminarily stirred together with the surfactant by a stirrer and then introduced into the mechanical stirring type emulsifying apparatus 2 described above. Therefore, it is preferable to perform stirring in the storage tank 1. Stirring can be either continuous or intermittent depending on the specifications.

  In order to emulsify and disperse the fats and oils in the wastewater containing fats and oils, the average concentration of the fats and oils in the wastewater is about 1 to 10 μm, or less, It is preferable to satisfy these conditions.

In FIG. 1, the reaction liquid in the first biological treatment tank 3 is extracted and emulsified in the mechanically stirred emulsifier 2 together with the surfactant-added oil / fat-containing wastewater from the storage tank 1. It is not always necessary to extract the reaction solution from the oil, and only the oil-containing wastewater may be emulsified. Alternatively, the fat-and-oil containing wastewater may be introduced into the first biological treatment tank 3 as it is, and only the reaction liquid extracted from the first biological treatment tank 3 may be emulsified. However, when fatty acids generated in the process of decomposition of fats and oils are accumulated by enzymes produced by microorganisms, they become insolubilized materials. Therefore, as shown in FIG. 1, the reaction liquid in the first biological treatment tank 3 is withdrawn continuously or intermittently. It is preferable to return to the first biological treatment tank 3 after mechanical stirring in the presence of the surfactant. Since this insolubilized material tends to float on the water surface, it is more effective to draw out the reaction solution near the water surface. As shown in FIG. 1, by emulsifying both the fat-and-oil containing waste water and the reaction liquid in the first biological treatment tank 3, an efficient biological treatment can be performed with a dispersion effect by the emulsification treatment. In addition, when extracting the reaction liquid of the 1st biological treatment tank 3 and emulsifying it, the extraction amount changes with whether oil-fat containing wastewater is emulsified simultaneously, but the residence time of the 1st biological treatment tank 3 The specification which can process at least the capacity | capacitance in the processing tank 3 is desirable. For example, when the volume of the first biological treatment tank 3 is 100 m ³ and the HRT is 6 hours, it is desirable to perform continuous treatment at 280 L / min. When fats and oils are concentrated by insolubilization or the like, it is desirable to treat only the relevant part at least once within the residence time. The reaction liquid extracted from the first biological treatment tank 3 may be returned to the storage tank 1.

BOD volume load to the first biological treatment tank 3 is 1 kg / m ³ / d or more, for example 1 to 20 kg / m ³ / d, HRT 24 h or less, for example 1 to 24 h, so that non-aggregating bacteria dominate Treated water can be obtained. In addition, by shortening the HRT, wastewater having a low BOD concentration can be treated with a high load.

  Moreover, it is preferable that the pH conditions of the 1st biological treatment tank 3 are 8 or more. That is, animal and vegetable fats and oils (triglycerides) are first hydrolyzed into fatty acids and glycerin by an extracellular enzyme (lipase) produced by bacteria present in the first biological treatment tank 3. Since the pKa of the fatty acid is a weak alkaline region of about 8 in general, it exists as a water-insoluble free fatty acid in the neutral region or acidic region, and the degradability by microorganisms deteriorates. Furthermore, scum mainly composed of fatty acids occurs due to accumulation. However, by keeping the pH of the first biological treatment tank 3 on the alkali side of 8.0 or higher, the animal and vegetable oils and fats can be hydrolyzed into soluble fatty acid salts. Occurrence can also be suppressed.

  In addition, by performing the treatment under such pH conditions, the types of bacteria in the reaction solution are limited, and bacteria that predominately grow in an alkaline region such as Pseudomonas bacteria or Bacillus bacteria are occupied. For this reason, the propagation of yeasts, filamentous fungi, filamentous bacteria that cause filamentous bulking, or micro-animals that prey on bacteria is limited, and the environment is suitable for growing non-aggregating bacteria.

  The appropriate pH range of the first biological treatment tank 3 is pH 8.0 to pH 12, which is the growth limit of aerobic heterotrophic microorganisms, and the optimum pH range is pH 8.5 to 9.0. As a method for maintaining such a pH value, the pH of the solution in the treatment tank 3 is continuously or intermittently measured, and sodium hydroxide, calcium hydroxide, calcium carbonate or the like is corrected so as to correct the fluctuation. The method of adding the alkali component of this is mentioned.

  In the present invention, the fat-containing waste water and / or the reaction liquid in the first biological treatment tank 3 is emulsified, and the pH condition of the first biological treatment tank 3 is 8.0 or more, preferably 8.5 to 9.0. With these synergistic effects, remarkably good decomposition efficiency can be obtained, and in the first biological treatment tank 3, 80% or more, preferably 90% or more of the organic components are oxidatively decomposed, and the above-mentioned The fats and oils in the fat-containing wastewater having such fats and oils can be decomposed to an n-hexane extract concentration of 100 mg / L or less, desirably 30 mg / L or less.

In the present invention, in order to maintain the amount of microorganisms in the first biological treatment tank 3, a commercially available microorganism preparation, a culture thereof, or activated sludge can be appropriately introduced into the first biological treatment tank 3. Alternatively, a microbial carrier can be introduced. The shape of the carrier to be added is arbitrary such as a spherical shape, a pellet shape, a hollow cylindrical shape, and a thread shape, and the size may be about 0.1 to 10 mm. The material of the carrier is arbitrary such as a natural material, an inorganic material, or a polymer material, and a gel material may be used. In the first biological treatment tank 3, known methods for further promoting the degradation of fats and oils, for example, fat-degrading bacteria, fat-degrading fungi, lipase and other fat-degrading enzymes, surfactants, etc. can be added separately, A method of promoting the dispersion of fats and oils by mechanical stirring or the like can also be adopted. By doing so, high load processing with a BOD volumetric load of 5 kg / m ³ / d or more is possible.

  When the treated water that has passed through the first biological treatment tank 3 is treated under the condition of pH 8.0 or higher, it is desirable that the treated water is neutralized with an acid as necessary and then sent to the second biological treatment tank 4. Or the pH of the 2nd biological treatment tank 4 which rose by accepting the treated water which passed through the 1st biological treatment tank 3 can also be suitably corrected with an acid. By this operation, the pH of the second biological treatment tank 4 is desirably maintained at 6 or more and 8 or less, particularly 6.5 to 7.0, and hydrochloric acid, sulfuric acid, or the like is used as an acid used for this pH adjustment. Can do.

  In this second biological treatment tank 4, the remaining organic components are oxidatively decomposed, the non-aggregating bacteria are self-degraded, and excess sludge is reduced by predation by minute animals. Since the second biological treatment tank 4 utilizes the action of micro-animals that have a slower growth rate than bacteria and the self-degradation of bacteria, operating conditions and treatment equipment that allow the micro-animals and bacteria to remain in the system must be used. Therefore, it is desirable to use the activated sludge method or the membrane separation type activated sludge method for returning the sludge as shown in FIG. More desirably, the amount of micro-animal retained in the tank can be increased by adding a carrier to the aeration tank.

  Moreover, in order to periodically replace minute animal sludge (second biological treatment tank sludge), that is, to thin out minute animals and feces, the second biological treatment tank 4 has an SRT of 40 days or less, preferably 30 days or less, Desirably, it is desirable to control it within a range of 10 days to 30 days. In this second biological treatment tank 4, liquid sugar, rice bran, beer squeezed rice, vegetable oil squeezed rice, sugar beet cake, shellfish powder, eggshell, vegetable extract, fish meat to promote the growth of minute animals Nutrients that are effective in promoting the growth of metazoans such as extracts, various amino acids, phospholipids, and various vitamins can be added alone or in admixture of two or more.

  The treated water in the second biological treatment tank 4 is solid-liquid separated in the precipitation tank 5, and the separated water is discharged out of the system as treated water. A part of the separated sludge is discharged out of the system as surplus sludge, a part is returned to the second biological treatment tank 4, and the remaining part is fed to the third biological treatment tank 6. The sludge return ratio of the separated sludge to the second biological treatment tank 4 and the third biological treatment tank 6 is only required to maintain the sludge residence time in the following third biological treatment tank 6, and can be arbitrarily changed according to the amount of generated sludge. Can be made.

  In the method of FIG. 1, at least a part of the sludge obtained by solid-liquid separation of the sludge in the second biological treatment tank 4 where the microanimals prey on the dispersal bacteria is introduced into the third biological treatment tank 6. The volume can be further reduced by aerobic nitrification. The aerobic nitrification of the sludge may be performed on the sludge in the second biological treatment tank 4. Therefore, the third biological treatment tank 6 is not separated from the sedimentation tank 5 but from the second biological treatment tank 4. You may introduce the extracted sludge. Further, both the separated sludge from the sedimentation tank 5 and the sludge extracted from the second biological treatment tank 4 may be introduced into the third biological treatment tank 6.

  In addition, the third biological treatment tank 6 is also provided with a sedimentation tank so as to return the sludge, or by using a fluidized bed or membrane separation type aerobic treatment method to which a carrier is added, the sludge residence time is lengthened. May be. Part or all of the sludge from the third biological treatment tank 6 may be returned to the second biological treatment tank 4 or separated into solid and liquid, and the treated water is the first biological treatment tank 3 and / or the second biological treatment tank. The solid content may be returned to the tank 4 to the second biological treatment tank 4. Moreover, you may extract as excess sludge, without returning solid content.

  The method of FIG. 1 shows an example of an embodiment of the present invention, and the present invention is not limited to the illustrated method unless it exceeds the gist.

  For example, the first biological treatment tank 3 may be a fluidized bed system in which a carrier is added as described above in addition to returning a part of the separated sludge from the subsequent settling tank 5 for high load treatment, or two or more tanks. These biological treatment tanks may be provided in series to perform multistage treatment. In particular, the addition of a carrier is preferable because it enables high-load treatment. In the second biological treatment tank 4, as described above, since the action of the microanimal whose growth rate is slower than that of the bacterium and the self-decomposition of the bacterium are utilized, the operating conditions and treatment that keep the microanimal and the bacterium in the system are used. It is important to adopt an apparatus. For this reason, as shown in FIG. 1, the second biological treatment tank 4 performs sludge return biological treatment for returning sludge and immerses a separation membrane in the tank. It is also desirable to carry out membrane separation activated sludge treatment. More desirably, the amount of micro-animal retained in the tank can be increased by adding a carrier to the aeration tank. As the carrier in this case, the same carrier as described above as the carrier added to the first biological treatment tank 3 can be used.

  Further, the third biological treatment tank 6 is not necessarily required, and a part of the separated sludge in the settling tank 5 may be discharged out of the system as surplus sludge and the remaining part may be returned to the second biological treatment tank 4. . Further, the number of third biological treatment tanks 6 may be increased to combine anaerobic treatment and aerobic treatment.

  Below, an experiment example is given and the effect of this invention is shown.

Experimental example 1
An experiment simulating the first biological treatment process in the biological treatment method of the present invention was performed using a culture tank apparatus having an effective volume of 4L. The culture mode is an operation method (SBR) in which 2 L of the culture solution is withdrawn from the culture tank at a flow rate of 1 L / min after 8 hours of culture, and then 2 L of fresh raw water is added at the same flow rate to make one cycle. (Sequencing Batch Reactor) method). The pH was 7.5, the temperature was 25 ° C., and the air flow rate was 1 vvm.

  The composition of the water to be treated (medium) is as shown in Table 1 below. All of the meat extract, fish extract, liquid sugar and inorganic salts were previously dissolved in dechlorinated tap water, and olive oil was added separately at 800 mg per cycle. .

  In the emulsification method, olive oil is dissolved in water to 50 g / L in advance, and “Twin 80 (Trademark)” is added to 0.5 g per liter, and then a homogenizer (IKA Ultra) is added immediately before the addition. 16 mL of emulsion (emulsified olive oil) emulsified under conditions of 14000 rpm and 2 minutes using Tax T18: IKA Japan Co., Ltd. was dropped. On the other hand, in the direct addition method, 800 mg of olive oil was directly added dropwise when raw water was added.

  First, 16 mL of 2 L of dechlorinated water, 2 L of raw water, and 5 wt% emulsified olive oil are added to both culture vessels, and 4 g of each of two types of commercially available microbial preparations for oil and fat decomposition are added, and the above culture conditions are continued for 16 hours Cultured. Then, after 2 days of acclimatization using a medium containing emulsified olive oil in an SBR system of 8 h cycle, a comparative test was started.

  That is, the apparatus A was continuously supplied with emulsified olive oil, and the apparatus B was directly added with olive oil. In apparatus A, 400 mL of the culture solution was drawn from the surface of the water 2 hours after the raw water was added, 0.8 mL of 0.1 wt% twin 80 aqueous solution was added and emulsified with a homogenizer at 14000 rpm for 1 minute, and then the first culture. The process which returns to a tank again was performed.

  Under the above test conditions, the n-hexane extract concentration of the treated water was measured and the culture state was observed, and the results are shown in FIG.

2 and Table 2 show the following.
That is, in the apparatus A, the concentration of the n-hexane extract in the treated water was 20 mg / L or less for about 2 weeks, and the generation of agglomerates (scum) of fats and oils was not observed. As a result of microscopic observation, 80 to 90% of the cells in the culture were dispersible bacteria. However, in apparatus B, scum was generated on the 10th day from the start of the test, and the n-hexane extract concentration in the treated water was high and unstable. The proportion of dispersible bacteria in the culture solution was 60 to 70%, and many filamentous bacteria and filamentous bacteria having a length of 10 to 20 μm were observed.

  The organic wastewater biological treatment method of the present invention can be used for the treatment of fat-containing wastewater containing fats and oils in a wide concentration range including food factories and kitchen wastewater.

It is a systematic diagram which shows embodiment of the biological treatment method of the organic wastewater of this invention. It is a graph which shows the time-dependent change of the n-hexane extract density | concentration of the treated water in Experimental example 1.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Storage tank 2 Mechanical stirring type emulsifier 3 First biological treatment tank 4 Second biological treatment tank 5 Precipitation tank 6 Third biological treatment tank

Claims (7)

Organic wastewater is introduced into the first biological treatment process and biologically treated with non-aggregating bacteria, and treated water containing non-aggregable bacteria from the first biological treatment process is introduced into the second biological treatment process to activate activated sludge. In the biological treatment method of organic wastewater to be treated,
The organic wastewater is a fat-containing wastewater containing fats and oils,
A biological treatment method for organic wastewater, comprising emulsifying the oil-containing wastewater and / or the reaction solution in the first biological treatment step.   2. The biological treatment method for organic wastewater according to claim 1, wherein an emulsification treatment is performed by adding a surfactant to the oil-containing wastewater and / or the reaction liquid in the first biological treatment step.   The biological treatment method for organic wastewater according to claim 2, wherein the surfactant is a nonionic surfactant.   The biological treatment method for organic wastewater according to claim 3, wherein the nonionic surfactant is a sugar fatty acid ester.   The biological treatment method for organic wastewater according to any one of claims 1 to 4, wherein the fat-and-oil-containing wastewater contains fats and oils in an n-hexane extract concentration of 100 mg / L or more.   The biological treatment method for organic wastewater according to any one of claims 1 to 5, wherein the pH of the first biological treatment step is 8.0 or more.   In Claim 6, pH of said 2nd biological treatment process shall be 6-8, The biological treatment method of organic wastewater characterized by the above-mentioned.

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