CN117105457A - Odorless treatment method and application of pig manure water - Google Patents
Odorless treatment method and application of pig manure water Download PDFInfo
- Publication number
- CN117105457A CN117105457A CN202311024456.7A CN202311024456A CN117105457A CN 117105457 A CN117105457 A CN 117105457A CN 202311024456 A CN202311024456 A CN 202311024456A CN 117105457 A CN117105457 A CN 117105457A
- Authority
- CN
- China
- Prior art keywords
- water
- oxygen
- gradient magnetic
- pig manure
- treatment
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 124
- 210000003608 fece Anatomy 0.000 title claims abstract description 64
- 239000010871 livestock manure Substances 0.000 title claims abstract description 63
- 238000000034 method Methods 0.000 title claims abstract description 57
- 230000009965 odorless effect Effects 0.000 title claims abstract description 35
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims abstract description 73
- 239000001301 oxygen Substances 0.000 claims abstract description 73
- 229910052760 oxygen Inorganic materials 0.000 claims abstract description 73
- 238000005728 strengthening Methods 0.000 claims abstract description 51
- 238000005273 aeration Methods 0.000 claims abstract description 50
- 210000002700 urine Anatomy 0.000 claims abstract description 40
- 238000011010 flushing procedure Methods 0.000 claims abstract description 35
- 239000002253 acid Substances 0.000 claims abstract description 19
- 230000000813 microbial effect Effects 0.000 claims abstract description 17
- 238000000855 fermentation Methods 0.000 claims abstract description 16
- 241000894006 Bacteria Species 0.000 claims abstract description 13
- 239000007788 liquid Substances 0.000 claims abstract description 13
- 230000004151 fermentation Effects 0.000 claims abstract description 12
- 238000000926 separation method Methods 0.000 claims abstract description 12
- 239000010865 sewage Substances 0.000 claims abstract description 11
- 239000003337 fertilizer Substances 0.000 claims abstract description 10
- 241000283690 Bos taurus Species 0.000 claims abstract description 8
- 238000004064 recycling Methods 0.000 claims abstract description 8
- 239000010806 kitchen waste Substances 0.000 claims abstract description 6
- 239000000463 material Substances 0.000 claims description 42
- 239000002245 particle Substances 0.000 claims description 37
- 238000001914 filtration Methods 0.000 claims description 21
- 239000004033 plastic Substances 0.000 claims description 16
- 229920003023 plastic Polymers 0.000 claims description 16
- 230000002378 acidificating effect Effects 0.000 claims description 13
- 239000002808 molecular sieve Substances 0.000 claims description 12
- URGAHOPLAPQHLN-UHFFFAOYSA-N sodium aluminosilicate Chemical compound [Na+].[Al+3].[O-][Si]([O-])=O.[O-][Si]([O-])=O URGAHOPLAPQHLN-UHFFFAOYSA-N 0.000 claims description 12
- 230000014759 maintenance of location Effects 0.000 claims description 11
- 230000001788 irregular Effects 0.000 claims description 9
- 230000010355 oscillation Effects 0.000 claims description 9
- 239000002699 waste material Substances 0.000 claims description 9
- 239000004793 Polystyrene Substances 0.000 claims description 8
- 229920002223 polystyrene Polymers 0.000 claims description 8
- 238000011084 recovery Methods 0.000 claims description 8
- 238000012216 screening Methods 0.000 claims description 8
- 238000012856 packing Methods 0.000 claims description 7
- 230000008929 regeneration Effects 0.000 claims description 7
- 238000011069 regeneration method Methods 0.000 claims description 7
- 238000002156 mixing Methods 0.000 claims description 5
- 230000035699 permeability Effects 0.000 claims description 5
- 241000228245 Aspergillus niger Species 0.000 claims description 4
- 241001147780 Alicyclobacillus Species 0.000 claims description 2
- 241000235015 Yarrowia lipolytica Species 0.000 claims description 2
- 239000002068 microbial inoculum Substances 0.000 claims description 2
- 239000002351 wastewater Substances 0.000 claims description 2
- 241000282898 Sus scrofa Species 0.000 claims 13
- 239000012528 membrane Substances 0.000 description 11
- 244000005700 microbiome Species 0.000 description 10
- 238000005259 measurement Methods 0.000 description 9
- 238000004519 manufacturing process Methods 0.000 description 8
- 238000004332 deodorization Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 238000006460 hydrolysis reaction Methods 0.000 description 4
- 239000000919 ceramic Substances 0.000 description 3
- 230000005611 electricity Effects 0.000 description 3
- 230000002550 fecal effect Effects 0.000 description 3
- 230000007062 hydrolysis Effects 0.000 description 3
- 150000007524 organic acids Chemical class 0.000 description 3
- 238000005406 washing Methods 0.000 description 3
- 238000001514 detection method Methods 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 238000012851 eutrophication Methods 0.000 description 2
- 244000144972 livestock Species 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000010813 municipal solid waste Substances 0.000 description 2
- 239000003895 organic fertilizer Substances 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000001850 reproductive effect Effects 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 241000193830 Bacillus <bacterium> Species 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 238000005903 acid hydrolysis reaction Methods 0.000 description 1
- 125000002723 alicyclic group Chemical group 0.000 description 1
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 1
- 238000002306 biochemical method Methods 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007073 chemical hydrolysis Effects 0.000 description 1
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 238000009264 composting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000005431 greenhouse gas Substances 0.000 description 1
- 238000000227 grinding Methods 0.000 description 1
- 230000002209 hydrophobic effect Effects 0.000 description 1
- 230000000749 insecticidal effect Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
- 238000009304 pastoral farming Methods 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 229920006327 polystyrene foam Polymers 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 244000144977 poultry Species 0.000 description 1
- 238000009374 poultry farming Methods 0.000 description 1
- 230000003248 secreting effect Effects 0.000 description 1
- 238000007873 sieving Methods 0.000 description 1
- 238000005245 sintering Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 150000003384 small molecules Chemical class 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 235000013619 trace mineral Nutrition 0.000 description 1
- 239000011573 trace mineral Substances 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/48—Treatment of water, waste water, or sewage with magnetic or electric fields
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/20—Nature of the water, waste water, sewage or sludge to be treated from animal husbandry
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/30—Aerobic and anaerobic processes
Abstract
The invention discloses a method for odorless recycling treatment of pig manure water and application thereof, which are used for solving the problems of malodor generation and recycling treatment in the pig manure water treatment process. A method for odorless treatment of pig manure water comprises the following steps: adding acid into a pig manure water tank to adjust the pH value to 3-4.5, adding acid-resistant functional bacteria, carrying out oxygen-enriched aeration odorless fermentation, and carrying out solid-liquid separation to obtain dry manure and urine water; the urine water is treated by a high-gradient magnetic strengthening primary anaerobic biological filter tank and a secondary gradient magnetic strengthening oxygen-enriched aeration biological filter tank, and the produced microbial flocs are mechanically dehydrated and then mixed with dry pig manure to prepare a small molecular organic water-soluble fertilizer, and the effluent water is disinfected for recycling flushing water. The invention also provides four applications, namely the method is used for treating cow urine water in a cattle farm, treating kitchen waste squeezed pulp water, treating kitchen waste centrifugally separated pulp water, and treating human excrement and urine water in a public toilet and a sewage septic tank.
Description
Technical Field
The invention belongs to the technical field of pig manure water resource utilization, and particularly relates to a pig manure water odorless resource treatment method and application.
Background
A main pushing technology for treating the excrement in pig farm features that a certain amount of water is injected into the water drain in culture house, and the excrement water, flushing water and raising management water are all discharged to the excrement ditch on gap floor for a certain period of time (1-2 months). The method has the advantages of heavy malodor, influence on the culture environment, high concentration of the pollutant in the fecal-water mixture, high subsequent treatment difficulty and high treatment cost.
The main pushing method of the dry pig manure process is that the dry pig manure is separated from urine once the manure is produced, the water content of the dry pig manure is adjusted to 50-65% after the dry pig manure is dehydrated to 80%, and the organic fertilizer is produced by aerobic composting for one month, so that the odor is very bad. Urine and sewage are subjected to anaerobic fermentation to produce biogas, biogas slurry and biogas residue, the biogas is used as a self-prepared energy source, the biogas residue is used for preparing organic fertilizer admixture, the biogas slurry is stored for a certain time and is used for being agricultural or is treated according to high-concentration organic wastewater to be discharged after reaching standards, the odor is heavy in the treatment process, the treatment time is long, the occupied area is large, and the treatment cost is high.
The disclosed patent is used for collecting the feces, urine and water which are sent together to a hydrolysis tank for treatment. The proportion of the dry pig manure to urine and water is 1:10-12, the manure, the urine and the water are not subjected to solid-liquid separation and enter a hydrolysis tank for chemical hydrolysis and are subjected to centrifugal separation after grinding. However, the hydrolysis tank and the grinder are large in devices and high in manufacturing cost. And then centrifugally separating, returning the centrifugal slag to hydrolyze, and making the centrifugate into water-soluble fertilizer by using a filter and an evaporation concentration unit, wherein the technology is advanced, mature and reliable, but a large amount of water is needed to be evaporated and concentrated, so that the energy consumption is high.
The traditional biological filter and ceramsite filter material purify sewage by formed biological membranes, and the biological membranes have small volume, small density, easy falling off and limited purification effect. When the operation period is reached and back flushing is needed, the biological film is easy to fall off, and the normal operation recovery time is long. The constant magnetic field adopted by the magnetic reinforcement is a magnetic plate type large in size and limited in magnetic field intensity. The traditional method adopts air aeration with low oxygen content (21%) to cause low dissolved oxygen, large blast volume and high energy consumption.
The magnetic reinforcement of the known test item is a constant magnetic field of a smooth permanent magnetic pole, and the generated magnetic force line has low density, low magnetic field strength, large volume of the permanent magnet and high manufacturing cost.
Disclosure of Invention
The invention aims to solve the problems of malodor and recycling treatment generated in the pig manure water treatment process, and provides a pig manure water odorless recycling treatment method and application.
The odorless treatment technology for fecal sewage provided by the invention comprises the steps of adding acidic functional bacteria into the fecal sewage and the urine water to adjust the pH value to 3-4.5, carrying out odorless fermentation treatment by utilizing molecular sieve oxygen-enriched aeration, and carrying out solid-liquid separation on the urine water by a first-stage high-gradient magnetic strengthening anaerobic biological filter tank and a second-stage high-gradient magnetic strengthening oxygen-enriched aeration biological filter tank, wherein under the condition of the acidic pH value of 3-4.5, the microorganisms naturally existing in the urine water are subjected to acidic domestication, natural screening and the added acidic microorganisms are used for strengthening the acidic fermentation, so that the whole process has no odor. The source deodorization and the innovation superior to the rear end deodorization are achieved. The solid-liquid separated acidic dry pig manure is mixed with the microbial flocs separated by the primary and secondary biological filter tanks under the acidic condition, and the dehydrated acidic solid with water content of 80 percent is prepared into the small molecular organic water-soluble fertilizer which accords with various technical indexes of national relevant standards (such as national standard GB/T17419-2018 and the like) through acidic hydrolysis by utilizing the patent disclosed by the inventor. After the urine water is treated by the secondary anaerobic and oxygen-enriched aeration biological filter tank, the odorless slightly acidic water is treated by the secondary anaerobic and oxygen-enriched aeration biological filter tank, and the odorless slightly acidic water is recycled and used as flushing water, so that the deodorization of the whole process source is realized. Compared with the deodorization of the tail end after generating the odor, the deodorization of the whole process source saves a large amount of occupied area and investment, is an innovative whole process source deodorization method, and simultaneously realizes clean pig raising without malodor.
The high gradient magnetic field is realized by the high gradient magnetic pole, the volume of the permanent magnet is obviously reduced by two thirds compared with the constant magnetic field of the smooth magnetic pole, the magnetic field intensity is increased, the manufacturing cost is reduced, and the method is an innovation of a magnetic field strengthening method.
The traditional air aeration for sewage treatment has the oxygen content of 21%, the oxygen-enriched oxygen content manufactured by a molecular sieve oxygen enriching machine is 40-80%, the oxygen-enriched aeration amount is reduced by nearly 2-4 times compared with air, and the fan power and the electricity consumption are reduced by nearly 2-4 times. Is an innovation of the traditional sewage and urine treatment aeration method. The biochemical method adopted by the traditional urine water treatment is obviously superior to the biological membrane method of contact oxidation and the biological membrane method of an aeration biological filter tank. But the filter material ceramsite of the commonly adopted biological aerated filter is formed by high-temperature sintering, and the production cost is high. The microbial membrane formed by the ceramsite filter material is used for purifying urine and decomposing organic matters, and has the defects that the formation of the biological membrane is time-based, the biological membrane is slow, the biological membrane is easy to age and fall off, particularly the biological membrane is easier to fall off during back flushing, and the biological membrane can be slowly formed after a certain time is required to reduce the filtering speed during the recovery operation. The foamed plastic particles after crushing and screening are made into floating foamed plastic particle filtering material, so that the production cost is much lower than that of a ceramic particle filtering material, the porosity of the ceramic particle filtering material is 40%, the porosity of the foamed plastic particle filtering material is as high as 90-95%, the foamed plastic filtering material is hydrophobic filtering material, is not sticky to water and mud, forms microbial flocs among the foamed plastic gaps, does not form a biological film, contains more microorganisms, is equivalent to a microbial carrier, has an average volume of three times that of the biological film, has a density 2.5 times higher than that of the biological film, and has a purifying effect much better than that of the ceramic particle biological film. The method is particularly characterized in that the filtering speed is more than one time higher than that of the ceramsite, and the regeneration period is two times longer. The back flushing system is eliminated, and the upward water flowing head is lowered to loosen and pull the foamed plastic filtering material to separate microbial floc from water. The water head is washed for three times by up-and-down pulse oscillation, and the normal operation is recovered after 1-3 min. The biological flocs are formed quickly, the recovery time is short, waste foamed plastics are crushed and sieved to be used as filter materials to replace ceramsite filter materials, and the formed microbial flocs are used for replacing ceramsite biological membranes.
In the first aspect, the odorless treatment method for the pig manure water adopts the following technical scheme:
a method for odorless treatment of pig manure water comprises the following steps:
adding acid into a pig manure water tank to adjust the pH value to 3-4.5, adding acid functional bacteria into the pig manure water tank to perform odorless fermentation by using oxygen-enriched aeration generated by a molecular sieve oxygen-enriched machine, and performing solid-liquid separation to obtain dry pig manure and urine;
step (2), carrying out high-gradient magnetic strengthening primary anaerobic biological filter tank treatment on the urine water obtained in the step (1);
step (3), the effluent after the treatment of the high-gradient magnetic strengthening primary anaerobic biological filter tank in the step (2) is treated by a secondary high-gradient magnetic strengthening oxygen-enriched biological filter tank, and after the treated effluent is disinfected, the treated effluent is used for recycling flushing water;
and (4) mechanically dehydrating and mixing the dry pig manure obtained in the step (1), the high-gradient magnetic strengthening primary anaerobic biological filter tank in the step (2) and the microbial flocs generated in the high-gradient magnetic strengthening secondary oxygen-enriched aeration biological filter tank in the step (3) until the water content is less than or equal to 80 percent to prepare the small molecular organic water-soluble fertilizer.
By adopting the technical scheme, the pH value is adjusted to 3-4.5 by adding acid into the pig manure water tank, acid-resistant microorganisms are naturally screened by culture and domestication, acid-resistant functional microorganisms are added, the whole treatment process is odorless, the anaerobic fermentation is obviously superior to the anaerobic fermentation of the traditional method for 1-2 months, and the terminal deodorization is also superior. Malodorous gas is not generated in the whole process, and the cultivation environment is optimized.
The fermented pig manure water is subjected to solid-liquid separation, and microbial flocs produced by the same-level high-gradient magnetic strengthening anaerobic biological filter tank and the second-level high-gradient magnetic strengthening oxygen-enriched aeration biological filter tank of the dry pig manure are mixed, and then the water content of the microbial flocs is mechanically dehydrated to be less than or equal to 80%, so that the small-molecule organic water-soluble fertilizer is prepared, the whole treatment period of the urine water treated by the high-gradient magnetic strengthening first-level anaerobic and second-level oxygen-enriched aeration biological filter tank is 7 hours, the whole production process is odorless, and compared with the anaerobic fermentation of one month or more and the production of malodor and other greenhouse gases by the traditional method, the treatment time is obviously shortened, the whole process is odorless, and the occupied area and the investment are greatly saved.
The urine water after solid-liquid separation is treated by a high gradient magnetic strengthening primary anaerobic filter tank and a secondary gradient magnetic strengthening oxygen-enriched aeration filter tank, and suspended substances SS and water-soluble solids, COD and BOD of the discharged water reach the reuse water which can be used for flushing of the sewage discharge standard of livestock and poultry raising industry.
The second-stage gradient magnetic strengthening biological filter tank treatment is superior to the traditional aeration biological filter tank treatment, the high-gradient magnetic strengthening treatment is adopted to strengthen the polarities of urine and water, the oxygen-enriched aeration is added to improve the dissolved oxygen amount, reduce the aeration amount by 70%, save electricity consumption by 60%, the natural acid-resistant microorganism and the functional microorganism added with secreted organic acid are enhanced in activity, the reproductive capacity is accelerated, the capability of decomposing the organic matters in urine and water is enhanced, the magnet volume is obviously reduced by 70% compared with the traditional constant magnetic field treatment of constant magnetic strengthening, the magnetic strengthening effect is enhanced, and the manufacturing cost is reduced.
Preferably, in the step (1), the acid functional bacteria are selected from one or more of yarrowia lipolytica CICC1664, aspergillus niger ACCC30160 and Alicyclobacillus stearothermophilus ACCC 10221T; the acidic functional bacteria are mixed and cultured in advance to form a liquid microbial inoculum, the effective viable count is 10-30 hundred million/mL, the addition amount is 1-5% of urine, and the fermentation time is 24-96h.
By adopting the technical scheme, natural acid-resistant bacteria are domesticated and screened, and organic acid-secreting functional bacteria are added so as to shorten the fermentation time, avoid malodor and facilitate subsequent biological treatment.
Preferably, in the step (2), the high gradient magnetic strengthening primary anaerobic biological filter tank is treated, the filtering speed is 1-5m/h, the hydraulic retention time is 1-4h, the regeneration period is 48-72h, and the BOD 5 The load is 3.0-5.5 kg/(kg.d).
Preferably, in the step (3), the secondary gradient magnetic strengthening oxygen-enriched aeration biological filter tank is treated, the filtering speed is 1-2m/h, the hydraulic retention time is 1-2.5h, the regeneration period is 48-96h, and the BOD 5 The load is 2.5-4.5 kg/(kg.d), 1kg BOD 5 The oxygen enrichment amount is 0.2-0.4kg.
Under the condition of adopting the technical scheme, the treatment parameters of the biological filter tank are controlled, so that the treatment efficiency is greatly improved, and the effluent reaches the technical index of the related recycled flushing water.
Further, the filter materials in the first-stage high-gradient magnetic strengthening anaerobic biological filter tank and the second-stage high-gradient magnetic strengthening oxygen-enriched aeration biological filter tank are irregular particles obtained by crushing and screening waste packing box foamed plastics of polystyrene, and the porosity is 90-95%; the particle size of the filter material particles in the primary high-gradient magnetic reinforced anaerobic biological filter tank is 4-10mm, and the thickness is 1.0-2.6m; the particle size of the filter material particles in the secondary gradient magnetic reinforced oxygen-enriched aeration biological filter tank is 1-3mm, and the thickness is 1.0-2.6m.
By adopting the technical scheme, the porosity of the polystyrene foam plastic filter material is 90-95%, a biological film is not formed, microorganism flocs are formed, the concentration of adsorbed microorganisms is high, the formed flocs are large and firm due to the thrust generated by upward water flow between pores, the volume of the formed flocs is three times or more than that of the biological film, the density is two times or more, the number of microorganisms is three times more than that of the biological film, and the purification effect is good.
Preferably, the oxygen-enriched oxygen content of the molecular sieve oxygen-enriched biological filter tank is 40-80%, and the air-water ratio is (0.2-0.5): 1.0, the oxygen-enriched aeration dissolved oxygen amount is 8-10mg/L.
Preferably, when the first-stage high-gradient magnetic strengthening anaerobic biological filter tank and the second-stage high-gradient magnetic strengthening oxygen-enriched aeration biological filter tank reach a regeneration period, forward flushing is adopted, the forward flushing adopts water head descending of upward flow in the tank, filter materials are naturally pulled and dispersed, the forward upward and downward pulse oscillation flushing time is 1-3min, and the flushing width is 0.5-1.0m.
By adopting the technical scheme, the upward water head is adopted to descend, the filter material is naturally dispersed, the microbial flocs in the filter material gap are large in density and size and sink into the floc hopper at the lower end of the filter tank rapidly, so that the separation of the microbial flocs and the filter material is realized, a back flushing system is not needed, a back flushing system is omitted, and the process is simplified and the investment is saved.
Preferably, the high gradient magnetic strengthening magnetic pole adopts a zigzag magnetic pole, the distance between two adjacent ends of the zigzag magnetic pole is 10-40mm, the central magnetic field strength is 1000-3000Gs, and the relative recovery permeability is 6.0-16.0 mu Tcc.
By adopting the technical scheme, the high gradient magnetic strengthening treatment is adopted, the high gradient magnetic field intensity is controlled, so that the polarities of urine and water are enhanced, the dissolved oxygen is increased, the aeration quantity can be reduced by 70 percent, the electricity consumption is saved by two thirds, the microbial activity of the organic acid secreted by the pig manure, the urine and the water is enhanced, the reproductive capacity is accelerated, and the capability of decomposing the organic matters in the urine and the water is enhanced.
The application of the odorless treatment method for the pig manure water adopts the following technical scheme:
the odorless treatment method of the pig manure water can also be used for treating the cattle manure water in a cattle farm, treating the squeezed pulp water of kitchen waste, treating the centrifugally separated pulp water of the kitchen waste, and treating the manure water in a public toilet and a sewage septic tank.
By adopting the technical scheme, the cattle water in the cattle farm is treated, the kitchen garbage is squeezed to obtain the pulp, the kitchen garbage is centrifugally separated to obtain the pulp, and the human excrement water in the public toilet and the sewage septic tank is treated, so that odorless recycling treatment is realized.
Drawings
In order to more clearly illustrate the embodiments of the invention or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the invention, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a flow chart of an application process of a method for odorless treatment of pig manure water.
Detailed Description
The method and application of the odorless treatment of pig manure water according to the invention will be described in further detail below with reference to fig. 1 and examples. For simplicity of description, this document does not exhaust all the alternative technical features and embodiments included in the present invention, so that those skilled in the art should understand that any technical features and embodiments in this example do not limit the scope of protection of the present invention, and this scope of protection includes any alternative technical features and embodiments that all those skilled in the art do not take into consideration. Specifically, any embodiment obtained by replacing any technical feature in the present invention or combining any two or more technical features provided by the present invention with each other shall fall within the scope of the present invention. The specific techniques and conditions are not identified in the examples, and the reagents or apparatus used, or the manufacturer is not identified in accordance with the techniques and conditions described in the literature in this field or in accordance with the product specifications, are conventional products commercially available.
Examples
Example 1
Example 1 provides a method for odorless treatment of pig manure water, and the process flow chart is shown in figure 1. The method comprises the following steps:
adding acid into a pig manure water tank of a pig farm to adjust the pH to 3.0, carrying out aeration fermentation for 62h, adding acid functional bacteria with the oxygen enrichment amount of 50% of the molecular sieve eutrophication machine yield, wherein the adding amount is 1% of the urine water, the aeration fermentation time is 62h, and the Aspergillus niger ACCC30160 has an effective viable count of 30 hundred million/mL. Solid-liquid separation is carried out to obtain dry manure and urine water, wherein the water content of the dry manure is 80%;
step (2), carrying out primary high-gradient magnetic strengthening anaerobic biological filtration tank treatment and secondary high-gradient magnetic strengthening oxygen-enriched aeration biological filtration tank treatment on the urine water obtained in the step (1), wherein the filter material is irregular particles obtained by crushing and screening waste packing box foamed plastics of polystyrene, the porosity is 95%, the particle size of the filter material particles is 10mm, the thickness is 1.8m, the filtration speed is 3.5m/h, the hydraulic retention time is 2.5h, and the BOD (biological oxygen-enriched aeration) 5 The load was 4.5 kg/(kg.d); the water head is lowered for flushing, the filter material is naturally dispersed, the up-down oscillation pulse flushing time is 1min, and the flushing width is 0.5m.
Step (3), the effluent from step (2) is subjected to secondary magnetic strengtheningThe oxygen-enriched aeration biological filter tank is treated, the filter material is irregular particles obtained by crushing and screening waste packing box foamed plastics of polystyrene, and the porosity is 95%; the particle size of the filter material particles in the primary magnetic reinforced biological filter tank is 2mm, and the thickness is 1.8m; the filtering speed of the primary magnetic reinforced biological anaerobic filter tank is 1m/h, the hydraulic retention time is 1.6h, and the BOD 5 The load is 3.5 kg/(kg.d), the oxygen-enriched oxygen content of the molecular sieve enriching machine is 40%, the oxygen-enriched aeration dissolved oxygen content is 8mg/L, the air-water ratio is 0.3-1.0, the flushing adopts water head drop, the filter material is naturally loosened, the up-and-down oscillation pulse washing time is 1min, and the flushing width is 0.5m. The filtering speed of the secondary gradient magnetic strengthening oxygen-enriched aeration biological filter tank is 1.5m/h, the hydraulic retention time is 1.6h, and the BOD 5 The load was 3.5 kg/(kg.d), 1kg BOD 5 The oxygen demand was 0.3kg.
And (4) mechanically dehydrating and mixing the dry pig manure obtained in the step (1), the high-gradient magnetic reinforced primary anaerobic biological filter tank in the step (2) and the microbial flocs generated by the high-gradient magnetic reinforced secondary oxygen-enriched aeration biological filter tank in the step (3), and preparing the small molecular organic water-soluble fertilizer according to technical indexes meeting national relevant standards (such as national standard GB/T17419-2018) according to other published patent methods of the inventor after the water content is less than or equal to 80%.
Wherein, the high gradient magnetic strengthening magnetic pole adopts a high gradient magnetic pole, the magnetic field intensity of the center of the magnetic pole at the tip of the high gradient magnetic strengthening is 3000GS, and the relative recovery permeability is 8 mu Tcc.
Example 2
Example 2 provides a method for odorless treatment of pig manure water, comprising the following steps:
adding acid into pig manure and urine water tanks of a pig farm to adjust the pH value to 4.0, adding acid functional bacteria of Aspergillus niger Accc30160 with the effective viable count of 30 hundred million/mL and the adding amount of 1% of urine water, wherein the oxygen enrichment content of a molecular sieve reaches 60%. And (5) performing aeration fermentation for 62 hours, and performing solid-liquid separation to obtain dry pig manure and urine water.
Step (2), carrying out first-stage high-gradient magnetic strengthening anaerobic biological filter tank treatment on the urine water obtained in the step (1) to obtain irregular particles of polystyrene, wherein the irregular particles are crushed and sieved by waste packaging box foamed plastics, the porosity is 90%, the particle size of the filter material particles is 10mm, the thickness is 1.8m, the filtering speed is 3.5m/h, the hydraulic retention time is 2.5h, the BOD load is 4.5 kg/(kg.d), and the aeration rate is 0.5:1.0; the water head is lowered for flushing, the filter material is naturally dispersed, the up-down oscillation pulse flushing time is 1min, and the flushing width is 0.5m.
Step (3), the effluent from the step (2) is treated by a secondary gradient magnetic strengthening oxygen-enriched aeration biological filter tank, the filter material is irregular particles obtained by crushing and screening waste packing box foamed plastics of polystyrene, and the porosity is 90%; the particle size of the filter material particles in the primary magnetic reinforced biological filter tank is 4mm, and the thickness is 1m; the particle size of the filter material particles is 2mm, and the thickness is 1.8m; the filtration rate is 1.5m/h, the hydraulic retention time is 1.6h, and the BOD 5 The load was 4.5 kg/(kg.d), 1kg BO 5 Oxygen demand is 0.3kg, the oxygen enrichment amount of the molecular sieve enrichment machine reaches 60%, the oxygen enrichment aeration dissolved oxygen amount is 8mg/L, and the air-water ratio is 0.3:1.0. the water head is lowered for flushing, the filter material is naturally dispersed, the up-down oscillation pulse flushing time is 1min, and the flushing width is 0.5m.
And (4) mechanically dehydrating and mixing the dry pig manure obtained in the step (1), the high-gradient magnetic reinforced primary anaerobic biological filter tank in the step (2) and the microbial flocs generated by the high-gradient magnetic reinforced secondary oxygen-enriched aeration biological filter tank in the step (3), and preparing the small molecular organic water-soluble fertilizer according to technical indexes meeting national relevant standards (such as national standard GB/T17419-2018) according to other published patent methods of the inventor after the water content is less than or equal to 80%.
Wherein, the high gradient magnetic strengthening magnetic pole adopts a high gradient magnetic pole, the magnetic field intensity of the center of the magnetic pole at the tip of the high gradient magnetic strengthening magnetic pole is 2000GS, and the relative recovery permeability is 10 mu Tcc.
Example 3
Example 3 provides a method for odorless treatment of pig manure water, comprising the following steps:
step (1), adding acid into pig manure water tank of pig farm to regulate pH to 4.5, adding acid functional bacteria and thermophilic alicyclic acid bacillus ACCC10221 to make molecular sieve oxygen-enriched quantity be 80% T The effective viable count is 20 hundred million/mL, the addition amount is 3.5 percent of the urine, the aeration fermentation is carried out for 96 hours, and the dry manure and the urine are obtained through solid-liquid separation.
Step (2), the urine water obtained in the step (1) is subjected to high gradientThe magnetic reinforced two-stage anaerobic biological filter tank treatment is carried out, the filter material is irregular particles of polystyrene waste packing box foamed plastic after crushing and sieving, the porosity is 92%, the particle size of the filter material particles is 1mm, the thickness is 1m, the filtering speed is 2.0m/h, the hydraulic retention time is 1h, and the BOD 5 The load is 4.5 kg/(kg.d), the water head is reduced, the filter material is naturally dispersed, the up-down oscillation pulse washing time is 2min, and the washing width is 0.8m.
Step (3), the effluent from the step (2) is treated by a secondary gradient magnetic strengthening oxygen-enriched aeration biological filter tank, the filter material is irregular particles obtained by crushing and screening waste packing box foamed plastics of polystyrene, and the porosity is 93%; the particle size of the filter material particles in the primary magnetic reinforced biological filter tank is 1mm, and the thickness is 1.0m; the hydraulic retention time is 1hBOD load, the oxygen enrichment amount required by kg/d kg BOD is 4.5kg, the oxygen enrichment amount of a molecular sieve eutrophication machine is 40%, the oxygen enrichment aeration dissolved oxygen amount is 10mg/L, and the q gas-water ratio is 0.5:1.0. the water head is lowered for flushing, the filter material is naturally dispersed, the up-down oscillation pulse flushing time is 2min, and the flushing width is 0.8m.
And (4) mechanically dehydrating and mixing the dry pig manure obtained in the step (1), the high-gradient magnetic reinforced primary anaerobic biological filter tank in the step (2) and the microbial flocs generated by the high-gradient magnetic reinforced secondary oxygen-enriched aeration biological filter tank in the step (3), and preparing the small molecular organic water-soluble fertilizer according to technical indexes meeting national relevant standards (such as national standard GB/T17419-2018) according to other published patent methods of the inventor after the water content is less than or equal to 80%.
Wherein, the high gradient magnetic strengthening magnetic pole adopts a high gradient magnetic pole, the magnetic field intensity of the center of the magnetic pole at the tip of the high gradient magnetic strengthening magnetic pole is 2000GS, and the relative recovery permeability is 16 mu Tcc.
Index detection
The effluent quality after the urine water treatment, which is recycled as the flushing water in the embodiments 1-3, is detected by adopting the relevant index regulation in the pollution emission standard of livestock and poultry farming issued by the national quality supervision, inspection and quarantine administration of the original national environmental protection department, and the detection result is as follows:
wherein BOD 5 The standard value is 150mg/L, and the actual measurement control value is less than or equal to 10mg/L; COD standard value is 400mg/L, actual measurement controlThe value is less than or equal to 20mg/L; the standard value of SS is less than or equal to 200mg/L, and the actual measurement control value is less than or equal to 5mg/L; the standard value of ammonia nitrogen is less than or equal to 80mg/L, and the actual measurement control value is less than or equal to 8mg/L; the standard value of total phosphorus (calculated by P) is less than or equal to 8.0mg/L, and the actual measurement control value is less than or equal to 5.0mg/L; the standard value of the fecal coliform number is less than or equal to 10000/mL, and the actual measurement control value is not detected; the standard value of ascarid eggs is less than or equal to 2.0/L, the actual measurement control value is not detected, and the insecticidal rate is 100%; the standard value of the odor concentration (dimensionless) is 70, and the actually measured control value is that the people group cannot feel odor and peculiar smell generally.
The indexes and actual measurement values of the small molecular organic water-soluble fertilizer produced by the patent technology disclosed by the inventor of the embodiment 1-3 are as follows compared with the national standard GB/T17419-2018; the organic matter in the national standard is more than or equal to 10 percent, the actual measurement value is more than or equal to 12 percent, and the N+P in the national standard 2 O 5 +K 2 O is more than or equal to 8%, the measured value is more than or equal to 9% and more than or equal to 2%, the total amount of trace elements (calculated by metal) is more than or equal to 2.3%, the measured value is less than or equal to 0.5% of water insoluble substances, and the measured value is less than or equal to 0.3%.
Other variations or modifications of the above teachings will be apparent to those of ordinary skill in the art. It is not necessary here nor it is an exhaustive list of all embodiments but obvious variations or modifications from the list are within the scope of the invention as defined in the claims.
Claims (9)
1. The odorless treatment method for the pig manure water is characterized by comprising the following steps of:
adding acid into a pig manure water tank to adjust the pH value to 3-4.5, adding acid functional bacteria into the pig manure water tank to perform odorless fermentation by using oxygen-enriched aeration generated by a molecular sieve oxygen-enriched machine, and performing solid-liquid separation to obtain dry pig manure and urine;
step (2), carrying out high-gradient magnetic strengthening primary anaerobic biological filter tank treatment on the urine water obtained in the step (1);
step (3), the effluent after the treatment of the high-gradient magnetic strengthening primary anaerobic biological filter tank in the step (2) is treated by a secondary high-gradient magnetic strengthening oxygen-enriched biological filter tank, and after the treated effluent is disinfected, the treated effluent is used for recycling flushing water;
and (4) mechanically dehydrating and mixing the dry pig manure obtained in the step (1), the high-gradient magnetic strengthening primary anaerobic biological filter tank in the step (2) and the microbial flocs generated in the high-gradient magnetic strengthening secondary oxygen-enriched aeration biological filter tank in the step (3) until the water content is less than or equal to 80 percent to prepare the small molecular organic water-soluble fertilizer.
2. The method for odorless treatment of swine waste water according to claim 1, wherein in the step (1), the acidic functional bacteria are selected from one or more of yarrowia lipolytica CICC1664, aspergillus niger ACCC30160 and Alicyclobacillus stearothermophilus ACCC 10221T; the acidic functional bacteria are mixed and cultured in advance to form a liquid microbial inoculum, the effective viable count is 10-30 hundred million/mL, the addition amount is 1-5% of urine, and the fermentation time is 24-96h.
3. The method for odorless treatment of pig manure water according to claim 1, wherein in the step (2), the high gradient magnetic strengthening primary anaerobic biological filter tank treatment is performed at a filter speed of 1-5m/h, a hydraulic retention time of 1-4h, a regeneration period of 48-72h and BOD 5 The load is 3.0-5.5 kg/(kg.d).
4. The method for odorless treatment of pig manure water according to claim 1, wherein in the step (3), the secondary gradient magnetic enhanced oxygen-enriched aeration biological filtration tank treatment is performed, the filtration speed is 1-2m/h, the hydraulic retention time is 1-2.5h, the regeneration period is 48-96h, and the BOD 5 The load is 2.5-4.5 kg/(kg.d), 1kg BOD 5 The oxygen enrichment amount is 0.2-0.4kg.
5. The odorless treatment method for pig manure water according to claim 1, wherein the filter materials in the primary high-gradient magnetic strengthening anaerobic biological filter tank and the secondary high-gradient magnetic strengthening oxygen-enriched aeration biological filter tank are irregular particles obtained by crushing and screening waste packing box foamed plastics of polystyrene, and the porosity is 90-95%; the particle size of the filter material particles in the primary high-gradient magnetic reinforced anaerobic biological filter tank is 4-10mm, and the thickness is 1.0-2.6m; the particle size of the filter material particles in the secondary gradient magnetic reinforced oxygen-enriched aeration biological filter tank is 1-3mm, and the thickness is 1.0-2.6m.
6. The odorless treatment method for pig manure water according to claim 5, wherein the oxygen-enriched oxygen content of a molecular sieve oxygen-enriched machine adopted by the secondary gradient magnetic enhanced oxygen-enriched aeration biological filter tank is 40-80%, and the air-water ratio is (0.2-0.5): 1.0, the oxygen-enriched aeration dissolved oxygen amount is 8-10mg/L.
7. The odorless treatment method for pig manure water according to claim 1, wherein when the primary high-gradient magnetic strengthening anaerobic biological filter tank and the secondary high-gradient magnetic strengthening oxygen-enriched aeration biological filter tank reach a regeneration period, forward flushing is adopted, the forward flushing adopts water head descending of upward flow in the tank, filter materials are naturally pulled out, the forward upward and downward pulse oscillation flushing time is 1-3min, and the flushing width is 0.5-1.0m.
8. The odorless treatment method for pig manure water according to claim 1, wherein the high gradient magnetic strengthening magnetic poles are saw-tooth magnetic poles, the distance between two adjacent ends of the saw-tooth magnetic poles is 10-40mm, the central magnetic field strength is 1000-3000Gs, and the relative recovery permeability is 6.0-16.0 mu Tcc.
9. The odorless treatment method of pig manure water according to any one of claims 1 to 8, which can also be used for the treatment of cattle manure water in cattle farms, for the treatment of kitchen waste pressed pulp water, for the treatment of kitchen waste centrifugally separated pulp water, and for the treatment of human manure water in public toilets and in sewage tanks.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202311024456.7A CN117105457A (en) | 2023-08-15 | 2023-08-15 | Odorless treatment method and application of pig manure water |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202311024456.7A CN117105457A (en) | 2023-08-15 | 2023-08-15 | Odorless treatment method and application of pig manure water |
Publications (1)
Publication Number | Publication Date |
---|---|
CN117105457A true CN117105457A (en) | 2023-11-24 |
Family
ID=88806740
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202311024456.7A Pending CN117105457A (en) | 2023-08-15 | 2023-08-15 | Odorless treatment method and application of pig manure water |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN117105457A (en) |
Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1482105A (en) * | 2003-07-24 | 2004-03-17 | 武汉工业学院 | Method of producing organic fertilizer by fermenting saponin fag-end and wastewater |
CN1727085A (en) * | 2005-05-12 | 2006-02-01 | 刘文治 | Cleansed handling domestic garbage |
CN1868976A (en) * | 2006-05-18 | 2006-11-29 | 费拥军 | Dual-hydrolysis fast treatment method of organic solid waste matter |
KR100778543B1 (en) * | 2007-03-21 | 2007-11-28 | 주식회사 한성엔이티 | Recycling method of organic livestock excretion and apparatus thereof |
KR20090049671A (en) * | 2007-11-14 | 2009-05-19 | 주식회사 에코바이론 | Developing resources to excretions in livestock farming and an apparatus for purifying them thereof |
KR101044445B1 (en) * | 2011-02-23 | 2011-06-27 | 김선용 | Pig night soil treating apparatus of environment circulation-type and its method |
US20140138309A1 (en) * | 2012-11-22 | 2014-05-22 | Nanjing University | Device and method for sewage treatment using constant magnetic field |
CN104370582A (en) * | 2014-11-04 | 2015-02-25 | 四川联星环保科技有限公司 | Organic garbage odorless aerobic composting method |
CN105732206A (en) * | 2016-03-08 | 2016-07-06 | 廖海涛 | Method for preparing biological organic fertilizer by utilizing organic wastes |
CN107698119A (en) * | 2017-09-17 | 2018-02-16 | 湖南山河美生物环保科技股份有限公司 | A kind of administering method for realizing the discharge of piggery waste recycling no pollution |
CN109607973A (en) * | 2019-01-18 | 2019-04-12 | 徐平 | A method of improving paper waste biological treatment efficiency |
CN110357675A (en) * | 2019-07-19 | 2019-10-22 | 韩国Rbs有限公司 | A kind of breeding waste processing method and system |
-
2023
- 2023-08-15 CN CN202311024456.7A patent/CN117105457A/en active Pending
Patent Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1482105A (en) * | 2003-07-24 | 2004-03-17 | 武汉工业学院 | Method of producing organic fertilizer by fermenting saponin fag-end and wastewater |
CN1727085A (en) * | 2005-05-12 | 2006-02-01 | 刘文治 | Cleansed handling domestic garbage |
CN1868976A (en) * | 2006-05-18 | 2006-11-29 | 费拥军 | Dual-hydrolysis fast treatment method of organic solid waste matter |
KR100778543B1 (en) * | 2007-03-21 | 2007-11-28 | 주식회사 한성엔이티 | Recycling method of organic livestock excretion and apparatus thereof |
KR20090049671A (en) * | 2007-11-14 | 2009-05-19 | 주식회사 에코바이론 | Developing resources to excretions in livestock farming and an apparatus for purifying them thereof |
KR101044445B1 (en) * | 2011-02-23 | 2011-06-27 | 김선용 | Pig night soil treating apparatus of environment circulation-type and its method |
US20140138309A1 (en) * | 2012-11-22 | 2014-05-22 | Nanjing University | Device and method for sewage treatment using constant magnetic field |
CN104370582A (en) * | 2014-11-04 | 2015-02-25 | 四川联星环保科技有限公司 | Organic garbage odorless aerobic composting method |
CN105732206A (en) * | 2016-03-08 | 2016-07-06 | 廖海涛 | Method for preparing biological organic fertilizer by utilizing organic wastes |
CN107698119A (en) * | 2017-09-17 | 2018-02-16 | 湖南山河美生物环保科技股份有限公司 | A kind of administering method for realizing the discharge of piggery waste recycling no pollution |
CN109607973A (en) * | 2019-01-18 | 2019-04-12 | 徐平 | A method of improving paper waste biological treatment efficiency |
CN110357675A (en) * | 2019-07-19 | 2019-10-22 | 韩国Rbs有限公司 | A kind of breeding waste processing method and system |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Hansen et al. | Agricultural waste management in food processing | |
CN203878024U (en) | Wastewater treatment system for culture farm | |
WO2017173708A1 (en) | Integrated reactor for biological treatment of livestock farm wastewater | |
WO2003091160A2 (en) | Process for treatment of organic wastes | |
WO2011054298A1 (en) | Method and apparatus for integratedly treating domestic wastewater and organic garbage | |
CN102874957B (en) | Method for processing liquid dung of pig farm through flocculation oxidizing resistance diminishing method | |
JP2005522399A (en) | Animal fertilizer treatment method and treatment apparatus | |
CN105417778B (en) | A kind of method of quick treatment scale cattle farm waste waste water | |
CN109293138A (en) | A kind of aquaculture wastewater purifying treatment method | |
CN103288302B (en) | Livestock/poultry breeding wastewater resource utilization and treatment device | |
CN111606517A (en) | Breeding wastewater treatment process | |
CN103073149A (en) | Harmless processing method of night soil | |
CN103183446A (en) | Treatment device for piggery wastewater | |
CN109455883A (en) | Livestock breeding wastewater processing method and system | |
CN112777854A (en) | Pig breeding wastewater treatment system and application method | |
CN209740874U (en) | Biogas slurry treatment device | |
CN202658051U (en) | Aquaculture wastewater biochemical treatment system | |
CN210620525U (en) | Water-fertilizer co-production device for breeding manure | |
CN105621806B (en) | A kind of biological coagulation oxidation technology of quick processing kitchen garbage, waste-water | |
CN117105457A (en) | Odorless treatment method and application of pig manure water | |
CN110818185A (en) | Efficient culture sewage treatment system | |
Xu et al. | A comparative study of anaerobic digestion of food waste in a single pass, a leachate recycle and coupled solid/liquid reactors | |
CN203333441U (en) | Resource utilization and treatment device of livestock and poultry breeding waste water | |
CN102190410B (en) | Method for performing anaerobic treatment on organic garbage by using percolation bed | |
CN209307173U (en) | Livestock breeding wastewater processing system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |