CN101215065A - ''Earthworm-hydrophyte-anaerobic microorganism'' combined technique for treating organic waste water - Google Patents
''Earthworm-hydrophyte-anaerobic microorganism'' combined technique for treating organic waste water Download PDFInfo
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- CN101215065A CN101215065A CNA2007101923818A CN200710192381A CN101215065A CN 101215065 A CN101215065 A CN 101215065A CN A2007101923818 A CNA2007101923818 A CN A2007101923818A CN 200710192381 A CN200710192381 A CN 200710192381A CN 101215065 A CN101215065 A CN 101215065A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 41
- 229910001868 water Inorganic materials 0.000 title claims abstract description 41
- 238000000034 method Methods 0.000 title claims abstract description 16
- 239000010815 organic waste Substances 0.000 title claims description 22
- 244000005700 microbiome Species 0.000 title abstract description 6
- 238000011282 treatment Methods 0.000 claims abstract description 45
- 241000361919 Metaphire sieboldi Species 0.000 claims abstract description 18
- 239000002351 wastewater Substances 0.000 claims abstract description 15
- 239000007787 solid Substances 0.000 claims abstract description 12
- 238000000855 fermentation Methods 0.000 claims abstract description 11
- 239000007788 liquid Substances 0.000 claims abstract description 9
- 238000000926 separation method Methods 0.000 claims abstract description 8
- 239000010902 straw Substances 0.000 claims abstract description 5
- 239000010865 sewage Substances 0.000 claims description 36
- 238000005516 engineering process Methods 0.000 claims description 34
- 238000011284 combination treatment Methods 0.000 claims description 12
- 239000002689 soil Substances 0.000 claims description 5
- 238000009395 breeding Methods 0.000 claims description 4
- 230000001488 breeding effect Effects 0.000 claims description 4
- 235000013305 food Nutrition 0.000 claims description 2
- 239000010802 sludge Substances 0.000 claims description 2
- 229910052757 nitrogen Inorganic materials 0.000 abstract description 8
- 229910052698 phosphorus Inorganic materials 0.000 abstract description 6
- 230000004151 fermentation Effects 0.000 abstract description 5
- 239000003337 fertilizer Substances 0.000 abstract description 5
- 238000000746 purification Methods 0.000 abstract description 4
- 230000007613 environmental effect Effects 0.000 abstract description 3
- 238000002156 mixing Methods 0.000 abstract description 3
- 239000013049 sediment Substances 0.000 abstract description 3
- 230000009916 joint effect Effects 0.000 abstract 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 12
- 239000002994 raw material Substances 0.000 description 11
- 238000007599 discharging Methods 0.000 description 6
- 230000015556 catabolic process Effects 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 4
- 230000003247 decreasing effect Effects 0.000 description 4
- 238000006731 degradation reaction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 241000196324 Embryophyta Species 0.000 description 3
- UFHFLCQGNIYNRP-UHFFFAOYSA-N Hydrogen Chemical compound [H][H] UFHFLCQGNIYNRP-UHFFFAOYSA-N 0.000 description 3
- 239000000446 fuel Substances 0.000 description 3
- 239000001257 hydrogen Substances 0.000 description 3
- 229910052739 hydrogen Inorganic materials 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 241000233948 Typha Species 0.000 description 2
- 240000008042 Zea mays Species 0.000 description 2
- 235000016383 Zea mays subsp huehuetenangensis Nutrition 0.000 description 2
- 235000002017 Zea mays subsp mays Nutrition 0.000 description 2
- 239000002253 acid Substances 0.000 description 2
- 238000006477 desulfuration reaction Methods 0.000 description 2
- 230000023556 desulfurization Effects 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 235000009973 maize Nutrition 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000000050 nutritive effect Effects 0.000 description 2
- 239000000047 product Substances 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 206010002660 Anoxia Diseases 0.000 description 1
- 241000976983 Anoxia Species 0.000 description 1
- 241000195493 Cryptophyta Species 0.000 description 1
- 206010021143 Hypoxia Diseases 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- YUWBVKYVJWNVLE-UHFFFAOYSA-N [N].[P] Chemical compound [N].[P] YUWBVKYVJWNVLE-UHFFFAOYSA-N 0.000 description 1
- 239000002250 absorbent Substances 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 238000005273 aeration Methods 0.000 description 1
- 230000007953 anoxia Effects 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 239000007795 chemical reaction product Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000002361 compost Substances 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 239000005446 dissolved organic matter Substances 0.000 description 1
- 230000005764 inhibitory process Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002906 microbiologic effect Effects 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 239000003895 organic fertilizer Substances 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000006228 supernatant Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E50/00—Technologies for the production of fuel of non-fossil origin
- Y02E50/30—Fuel from waste, e.g. synthetic alcohol or diesel
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- Treatment Of Sludge (AREA)
- Fertilizers (AREA)
Abstract
The invention discloses a process of 'earthworm-water plant-anaerobic microorganism' combined treatment for organic wastewater. The process comprises that wastewater treated by solid-liquid separation enters an earthworm ecological filter chamber to deprive COD, N and P included in the wastewater, yielding water enters a water plant pool or an artificial wetland for further purification, and then reaches the standard and is discharged. Solid sediment separated from a settling chamber, water plant produced by the water plant pool or the artificial wetland, straws and the like are transferred together into an anaerobic biogas reactor for mixing fermentation, output biogas is utilized as energy resource, and discharged refuse is utilized as fertilizer. The invention utilizes the joint action of the three creatures to strengthen the waste-water purification, and simultaneously produce bioenergy and fertilizer. The invention has multiple functions of improving environmental quality, gaining the bioenergy and advancing eco-agriculture development.
Description
Technical field
The invention belongs to field of environment protection, be specifically related to a kind of organic waste water combined treatment process.
Background technology
Along with China's Rural areas rapid economy development, and the change of production and mode of life, by sanitary sewage arbitrarily the contamination phenomenon that causes of discharging just be and constantly increasing the weight of trend.At present, domestic sewage in rural areas by using has become a primary pollution source of water pollution.Therefore,, improve the rural ecological environment, improve the life of farmers quality, need sanitary sewage disposal technology and technology that exploitation is fit to China's rural area characteristics badly for strengthening water resources protection.Under the promotion of this active demand, domestic sewage in rural areas by using treatment technology and technology have obtained fast development in recent years both at home and abroad, and summarize to get up the characteristics that these technology and technology have following several respects: 1. biologic treating technique is occupied an leading position.Because domestic sewage in rural areas by using is a kind of organic waste water, its discharging relatively disperses again in addition, therefore, is fit to adopt biotechnology that it is handled.The sanitary sewage biological treatment is diversified development trend at present, as the anaerobism-unpowered sewage purification technology of oxygen of holding concurrently, anoxia, drop aeration treatment system, efficient algae pool treatment technology, waterplant pool treatment technology, earthworm and ecological filter treatment technology etc.2. developed country such as America and Europe has taked classification processing method.In developed countries such as America and Europes, begun the domestic sewage in rural areas by using processing of classifying, sanitary sewage is divided into Heisui River (sewage that mainly refers to the toilet discharging) and buck (mainly referring to the sewage that discharge in the kitchen).Holland Wageningen university has set up the such domestic sewage processing system of a cover on a small town.This treatment system can reasonable performance treatment facility usefulness, improve processing efficiency, but need the blow-off line classification to lay, so this processing mode is difficult to implement in China in the recent period.3. source control becomes an important development trend.The generation that how to reduce sewage to greatest extent is the striving direction of some researchs.The bio-toilet (Bio-toilet) of Japan Science and Technology Agency development is exactly in order to realize this purpose.The core of this technology is not with the media of water as transportation ight soil, will have the breeding place of the sawdust of good porousness, water-absorbent, drainage as microorganism, carries out the artificial-strengthening compost treatment in reaction box.Bio-toilet by conditions such as controlled temperature, humidity make the aerobic microorganism with the peculiar environment of sawdust blended (55~65 ℃) in fast the breeding, quicken organic decomposition, its product can be used as organic fertilizer and soil improvement agent.Holland Wageningen university has developed a kind of vacuum toilet, makes water consumption significantly reduce.This makes that also the concentration that produces sewage is greatly enhanced when significantly reducing the sewage generation, thereby makes the sewage of toilet discharging be more suitable for adopting in addition recycling of Anaerobic Microbiological Treatment Technology.4. the combination intensifying treatment effect by multiple treatment technology.In the domestic sewage in rural areas by using treatment process, the common efficient of single treatment process is not high, and particularly the clearance of nutritive substance such as nitrogen phosphorus is lower, and therefore, combination process more and more comes into one's own.In a word, the domestic sewage in rural areas by using treatment technology has been obtained very fast development in recent years, but considers from satisfying the practical application request angle, also needs from improving comprehensive treatment capability, reduce processing costs, and realize that to greatest extent aspect such as recycling further conducts a research.
Summary of the invention
The purpose of this invention is to provide a kind of organic waste waters such as earthworm, waterplant and anaerobion combination treatment sanitary sewage that utilize, improve the sewage purification degree, and by the sewage treatment process of output bioenergy with raising treating processes utilization of waste as resource degree.
Purpose of the present invention can reach by following measure:
A kind of " earthworm-waterplant-anaerobion " combination treatment organic waste water technology, with the organic waste water solid-liquid separation, isolated waste water through the earthworm treatment facility, is carried out preliminary treatment earlier, carry out advanced treatment through the waterplant treatment facility again, water outlet can realize qualified discharge; To carry out hybrid anaerobic fermentation with output biogas (a kind of is the gas of main combustiblecomponents with methane and hydrogen) with organic solid giving up from the waterplant isolated solid of organic waste water and/or the waterplant treatment facility.
Wherein organic waste water is selected from one or more in sanitary sewage, breeding wastewater or the food processing wastewater.The earthworm treatment facility is preferably earthworm and ecological filter; The waterplant treatment facility preferably adopts one or both in the waterplant pool or the artificial swamp; Organic solid useless preferably one or more in straw, eat surplus rubbish, active sludge or ight soil.
When carrying out hybrid anaerobic fermentation, the anaerobion treatment facility can adopt one or more in full mixed anaerobic reaction device, two-phase anaerobic reactor or the pulling flow type anaerobic reactor.
The present invention at first enters settling tank with the sewage of higher suspension solid (SS) content and carries out solid-liquid separation, and the supernatant liquor of settling tank pumps into earthworm and ecological filter, removes COD in the water and N and P by the synergy of earthworm in the filter bed and microorganism.The hydraulic detention time of sewage in ecological filter is 2~4 hours, and hydraulic load is controlled at 1m
3/ (m
2D) about.This processing unit is to COD, NH
4 +The clearance of-N, TN and TP is respectively 75%, 85%, more than 71% and 83%.The earthworm and ecological filter water outlet enters the hydrobiont pool or artificial swamp, absorption by plant further removes remaining N and P in the water, sewage can change according to the variation of influent concentration, envrionment temperature, floristics and processing unit type at the hydraulic detention time of this processing unit, generally speaking, waste water was handled in the waterplant treatment facility 2~12 days, can in 2~7 days scope, regulate when adopting artificial swamp, can in 7~12 days scope, regulate when adopting the waterplant pool.The hydrobiont pool or artificial wetland effluent can satisfy qualified discharge requirement (emission standard that promptly meets country).The waterplant pool or artificial swamp plantation high-throughput plant when reinforcement removes N and P, also can be the biogas reactor and supply raw materials.The sediment that waterplant and settling tank precipitate, and the stalk or the surplus rubbish of eating etc. are that 20~30: 1 proportion relation is prepared burden by the C/N ratio, the stack retting that can carry out outside reactor after mixing 5~7 days is handled, and also can directly send into the biogas reactor.Adopting under the full mixing reactor situation, the TS concentration of control reaction feed liquid is 6%~15%, reactor adopts the intermittent feeding mode to move, and feed space was divided into 10~15 days, and it is the biogas of main combustiblecomponents that the effect of raw material by anaerobion is converted into methane and hydrogen.The biogas that produces can be directly as fuel or further be converted into heat energy or electric energy is used, the residue that the biogas reactor is discharged can directly or be used as fertilizer after processing.Multiple raw material of different nature is put together and is carried out hybrid anaerobic fermentation and have balanced nutrients, reduces inhibition, and can produce effect such as synergistic effect between the reaction product, so can improve raw material energy output capacity in the fermenting process.Especially readily biodegradable raw material and stalks such as the ight soil that settlement of sewage is got off, mud, waterplant etc. not readily biodegradable raw material carry out mixed fermentation, can significantly improve the latter's biological degradation rate, thereby improve the energy output of system.
Organic wastewater treatment process involved in the present invention has the characteristics of following several respects:
1. sanitary sewage disposal technology and bioenergy utilization technology are organically combined, to realize planning as a whole to solve the purpose that sanitary sewage pollutes.By the introducing of bioenergy technology, in the enhanced sewage treatment effect, also output clean energy, improved the economy of system.
2. a whole set of technology adopts bioremediation fully, promptly by animal (earthworm), plant plants such as () pasture and water and microorganism (anerobe) share out the work and help one another and mutual supplement with each other's advantages makes the sanitary sewage disposal process realize " ecology, cost degradation and sustainableization ".
3. a few constituents differences, the different raw material of degradation characteristic carries out hybrid anaerobic fermentation, can improve the biological degradation rate of lignocellulose raw material, strengthens the nutritive equilibrium of anaerobic biological treatment, thereby reaches the purpose that improves biogas reactor energy output capacity.
4. the present invention organically combines the correlation technique of water treatment field and field of environment protection, and each technology is played a role separately, simultaneously can reach the purpose of perfect adaptation with the shortcoming of each technology through replenishing mutually of advantage separately again.
Description of drawings
Fig. 1 is the process flow sheet of combination treatment organic waste water of the present invention.
Embodiment
Below detailed explanation only be to set forth universal principle of the present invention, and nonrestrictive, can reasonably adjust and revise according to different properties and the processing requirements of handling raw material in the actual application.
Embodiment 1
Carry out solid-liquid separation and handle from entering settling tank after the various sewage of toilet, kitchen and laundry discharging are collected by pipeline, sewage after the separation pumps into tower earthworm ecological filter tank and handles, through removing COD more than 75% and N in the water, the P more than 75% behind the tower earthworm ecological filter tank 3h.The filter tank water outlet enters the Herba Eichhorniae pool and further takes off N and take off the P processing, waste water should be greater than 10 days at the hydraulic detention time on the Herba Eichhorniae pool, and water temperature should be not less than 10 ℃, can make total N, P decreasing ratio greater than 90% after the processing, the COD decreasing ratio is greater than 92%, and the realization qualified discharge.The solid of collecting from settling tank and Herba Eichhorniae and maize straw mix afterwards by 1: 3: 6 ratio (mass ratio, its C/N ratio is 25: 1) that the full mixed biologic solid/liquid/gas reactions device of input carries out anaerobic biological treatment, can consider to add a certain amount of NH
4HCO
3Improving the basicity of fermented feed liquid, is 35 ℃ at the control leavening temperature, and under the situation that is spaced apart 15 days that feeds intake, the factor of created gase of raw material reaches as high as 390L/kgTS, and the biogas methane content is about 60%, and the reactor volume factor of created gase is greater than 0.7m
3/ m
3D.The biogas that produces after purifying treatment such as desulfurization dewatering, can be directly as fuel or further be converted into electric energy and be used, the residue that the fermentation back produces can be directly or through further reverting to the farmland as fertilizer after the processing.This technology has realized the multiple target that improves environmental quality, obtains bioenergy and promote ecological agriculture development by the recycle of waste.
Embodiment 2
Carry out solid-liquid separation and handle from entering settling tank after the various sewage of toilet, kitchen and laundry discharging are collected by pipeline, sewage after the separation pumps into tower earthworm ecological filter tank and handles, through removing COD more than 80% and N in the water, the P more than 75% behind the tower earthworm ecological filter tank 4h.The filter tank water outlet enters the cattail artificial swamp and further takes off N and take off the P processing, and the hydraulic detention time of waste water in wetland 3~5 days can make total N, P decreasing ratio greater than 90% after the processing, and the COD decreasing ratio is greater than about 92%, and the realization qualified discharge.Sediment of collecting from settling tank and cattail and maize straw were in 3: 2: 5 ratio (mass ratio, its C/N ratio is 27: 1) mix the product acid phase that two-phase biogas reactor is dropped in the back, pump into and produce methane and finish the methane fermentation process of producing mutually from producing the mutually effusive sewage that is rich in dissolved organic matter of acid.At the control leavening temperature is 35 ℃, and under the situation that is spaced apart 15 days that feeds intake, the factor of created gase of raw material reaches as high as 400L/kgTS, and the biogas methane content is about 60%, hydrogen content about 5%.The reactor volume factor of created gase is greater than 1m
3/ m
3D.The biogas that produces after purifying treatment such as desulfurization dewatering, can be directly as fuel or further be converted into electric energy and be used, the residue that the fermentation back produces can be directly or is executed the farmland through returning as fertilizer after the further processing.This technology has realized the multiple target that improves environmental quality, obtains bioenergy and promote ecological agriculture development by the recycle of waste.
Claims (8)
1. one kind " earthworm-waterplant-anaerobion " combination treatment organic waste water technology, it is characterized in that earlier the organic waste water solid-liquid separation, with isolated waste water process earthworm treatment facility, carry out preliminary treatment, carry out advanced treatment through the waterplant treatment facility again, water outlet can realize qualified discharge; To carry out hybrid anaerobic fermentation with the output biogas with organic solid giving up from the waterplant isolated solid of organic waste water and/or the waterplant treatment facility.
2. combination treatment organic waste water technology according to claim 1 is characterized in that described organic waste water is selected from one or more in sanitary sewage, breeding wastewater or the food processing wastewater.
3. combination treatment organic waste water technology according to claim 1 is characterized in that described earthworm treatment facility is an earthworm and ecological filter.
4. combination treatment organic waste water technology according to claim 1 is characterized in that described waterplant treatment facility is one or both in the waterplant pool or the artificial swamp.
5. combination treatment organic waste water technology according to claim 1 is characterized in that describedly organicly solid useless being selected from straw, in eat surplus rubbish, active sludge or the ight soil one or more.
6. combination treatment organic waste water technology according to claim 1 is characterized in that waste water preliminary treatment 2~4 hours in the earthworm treatment facility.
7. combination treatment organic waste water technology according to claim 1 is characterized in that waste water handled 2~12 days in the waterplant treatment facility.
8. combination treatment organic waste water technology according to claim 1, it is characterized in that the waterplant from isolated solid of organic waste water and/or waterplant treatment facility, with organic solid useless be that 20~30: 1 mixed is carried out hybrid anaerobic fermentation by the C/N ratio.
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CN200710192381A CN100579923C (en) | 2007-12-26 | 2007-12-26 | ''Earthworm-hydrophyte-anaerobic microorganism'' combined technique for treating organic waste water |
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CN200710192381A CN100579923C (en) | 2007-12-26 | 2007-12-26 | ''Earthworm-hydrophyte-anaerobic microorganism'' combined technique for treating organic waste water |
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CN101215065A true CN101215065A (en) | 2008-07-09 |
CN100579923C CN100579923C (en) | 2010-01-13 |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102381764A (en) * | 2011-09-26 | 2012-03-21 | 复旦大学 | Method for improving running effect of artificial wetland in winter |
CN103359881A (en) * | 2013-07-24 | 2013-10-23 | 中国科学院亚热带农业生态研究所 | Method for reducing and controlling wastewater pollution of pig farm |
CN106508820A (en) * | 2016-11-21 | 2017-03-22 | 广东环境保护工程职业学院 | Method for processing sludge, kitchen waste and straw from village |
CN109122412A (en) * | 2018-09-19 | 2019-01-04 | 中科国兴(绵阳)科技有限公司 | A kind of Agro-ecology biological chain restorative procedure |
CN112390355A (en) * | 2013-06-28 | 2021-02-23 | 天空世界国际海外有限公司 | Apparatus for treating and recycling animal waste |
CN114956478A (en) * | 2022-06-20 | 2022-08-30 | 广州庄伟环保科技有限公司 | Rural domestic sewage overall treatment system and utilization method thereof |
-
2007
- 2007-12-26 CN CN200710192381A patent/CN100579923C/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102381764A (en) * | 2011-09-26 | 2012-03-21 | 复旦大学 | Method for improving running effect of artificial wetland in winter |
CN112390355A (en) * | 2013-06-28 | 2021-02-23 | 天空世界国际海外有限公司 | Apparatus for treating and recycling animal waste |
CN103359881A (en) * | 2013-07-24 | 2013-10-23 | 中国科学院亚热带农业生态研究所 | Method for reducing and controlling wastewater pollution of pig farm |
CN103359881B (en) * | 2013-07-24 | 2014-12-17 | 中国科学院亚热带农业生态研究所 | Method for reducing and controlling wastewater pollution of pig farm |
CN106508820A (en) * | 2016-11-21 | 2017-03-22 | 广东环境保护工程职业学院 | Method for processing sludge, kitchen waste and straw from village |
CN109122412A (en) * | 2018-09-19 | 2019-01-04 | 中科国兴(绵阳)科技有限公司 | A kind of Agro-ecology biological chain restorative procedure |
CN114956478A (en) * | 2022-06-20 | 2022-08-30 | 广州庄伟环保科技有限公司 | Rural domestic sewage overall treatment system and utilization method thereof |
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