CN101786092A - Comprehensive treatment system for organic garbage and domestic sewage and comprehensive treatment method therefor - Google Patents
Comprehensive treatment system for organic garbage and domestic sewage and comprehensive treatment method therefor Download PDFInfo
- Publication number
- CN101786092A CN101786092A CN201010113428A CN201010113428A CN101786092A CN 101786092 A CN101786092 A CN 101786092A CN 201010113428 A CN201010113428 A CN 201010113428A CN 201010113428 A CN201010113428 A CN 201010113428A CN 101786092 A CN101786092 A CN 101786092A
- Authority
- CN
- China
- Prior art keywords
- organic waste
- sewage
- reaction tank
- treatment plant
- tail water
- 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.)
- Granted
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 105
- 238000011282 treatment Methods 0.000 title claims abstract description 51
- 239000010813 municipal solid waste Substances 0.000 title claims abstract description 33
- 238000000034 method Methods 0.000 title claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 47
- 238000006243 chemical reaction Methods 0.000 claims abstract description 32
- 238000000746 purification Methods 0.000 claims abstract description 14
- 239000010815 organic waste Substances 0.000 claims description 89
- 239000007788 liquid Substances 0.000 claims description 22
- 239000002689 soil Substances 0.000 claims description 19
- 238000010992 reflux Methods 0.000 claims description 12
- 230000008676 import Effects 0.000 claims description 10
- 238000005276 aerator Methods 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 7
- 239000011521 glass Substances 0.000 claims description 6
- 238000007654 immersion Methods 0.000 claims description 6
- 238000012856 packing Methods 0.000 claims description 5
- 238000004140 cleaning Methods 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 239000007921 spray Substances 0.000 claims description 4
- 229910001018 Cast iron Inorganic materials 0.000 claims description 3
- 229920011532 unplasticized polyvinyl chloride Polymers 0.000 claims description 3
- 239000003344 environmental pollutant Substances 0.000 abstract description 4
- 231100000719 pollutant Toxicity 0.000 abstract description 4
- 239000003337 fertilizer Substances 0.000 abstract 1
- 244000005700 microbiome Species 0.000 description 8
- 238000012545 processing Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 230000002045 lasting effect Effects 0.000 description 4
- 239000005416 organic matter Substances 0.000 description 4
- 239000002361 compost Substances 0.000 description 3
- DNJIEGIFACGWOD-UHFFFAOYSA-N ethanethiol Chemical compound CCS DNJIEGIFACGWOD-UHFFFAOYSA-N 0.000 description 3
- 230000008014 freezing Effects 0.000 description 3
- 238000007710 freezing Methods 0.000 description 3
- 239000007789 gas Substances 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 235000013361 beverage Nutrition 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000000356 contaminant Substances 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 229920002521 macromolecule Polymers 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000005022 packaging material Substances 0.000 description 2
- 238000000247 postprecipitation Methods 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- 238000011084 recovery Methods 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 229910002651 NO3 Inorganic materials 0.000 description 1
- NHNBFGGVMKEFGY-UHFFFAOYSA-N Nitrate Chemical compound [O-][N+]([O-])=O NHNBFGGVMKEFGY-UHFFFAOYSA-N 0.000 description 1
- 238000005273 aeration Methods 0.000 description 1
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 230000002542 deteriorative effect Effects 0.000 description 1
- 230000029087 digestion Effects 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 239000003651 drinking water Substances 0.000 description 1
- 235000020188 drinking water Nutrition 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 210000003608 fece Anatomy 0.000 description 1
- 238000000855 fermentation Methods 0.000 description 1
- 230000004151 fermentation Effects 0.000 description 1
- 230000003301 hydrolyzing effect Effects 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 239000010871 livestock manure Substances 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 230000002906 microbiologic effect Effects 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Images
Classifications
-
- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/20—Fertilizers of biological origin, e.g. guano or fertilizers made from animal corpses
-
- 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
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/37—Wastewater or sewage treatment systems using renewable energies using solar energy
-
- 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
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/20—Waste processing or separation
Landscapes
- Treatment Of Sludge (AREA)
- Processing Of Solid Wastes (AREA)
- Treating Waste Gases (AREA)
Abstract
The invention discloses a comprehensive treatment system for organic garbage and domestic sewage and a comprehensive treatment method therefor. The comprehensive treatment system comprises an organic garbage treatment device on the ground, a sewage purification device under the ground and a tail water land utilization unit and is characterized in that at least one organic garbage reaction tank is arranged at the lower part of the organic garbage treatment device; a sewage shower pipe is arranged at the upper part of the organic garbage reaction tank; an overflow pipe is arranged at the lower part of the organic garbage reaction tank and is communicated with the sewage purification device; the sewage purification device is provided with a sewage inlet; and a tail water outlet connected with a perforated pipe arranged at the tail water land utilization unit and a backflow device connected with the sewage shower pipe are arranged at the bottom of the sewage purification device. The method mainly comprises the following steps of the treatment for the organic garbage, the purification treatment for the sewage and the utilization of the tail water land and has the advantages of simplifying the operation procedure, reducing the investment on facilities, lowering the running cost, improving the purification efficiency and the utilization efficiency of the pollutants in the organic garbage and the domestic sewage and realizing the aim of reusing the resources of water and fertilizer in the organic garbage and the domestic sewage.
Description
Technical field
The present invention relates to the total system and the method for a kind of organic waste and sanitary sewage, especially relate to a kind of rural residential area and the organic waste of tourist service industry and the total system and method for sanitary sewage of being applicable to.
Background technology
Increase suddenly along with scenic spot recreation facility and visitor's quantity; developing rapidly of food and restaurant service industry such as holiday village and Peasants Joy; house refuse and sewage quantity significantly increase; the life source pollution problem of rural residential area and tourist service industry is serious day by day in the urban water resource protection zone; ecological environment to the urban water resource protection zone brings immense pressure; cause the urban drinking water source deteriorating water quality, influence city dweller's healthy and quality of the life.
The processing of existing organic waste and sanitary sewage mainly comprises the improvement of house refuse and the purification of sanitary sewage, improvement to house refuse, mainly take three grades of disposal patterns of house refuse of " (township) transportation is collected, pressed down in the village, county (district) handles ", concentrated landfill, burning disposal or the elder generation of carrying out carries out tentatively dried wet letter sorting to house refuse with the rural garbage, the organic principle of weight 70-80% will be accounted in the rubbish, concentrate on the spot and carry out compost treatment, and will remain the inorganic constituents of about 20-30%, centrally dispose by three-level schema; Purification to sanitary sewage mainly is to build sewage collecting pipe network and the concentrated purification facility of sewage; and carry out agricultural irrigation or ecological the utilization; wherein sewage purification process comprises several different methods such as hydrolytic tank-manually wet worker's sewage treatment process of motorless three grades of buried anaerobic organism devices, microkinetic, dynamic contact oxidation method sewage treatment process, has solved rural residential area and tourist service life source pollution problem already in the urban water resource protection zone to a certain extent.
But because the life source pollutants of rural residential area and tourist service industry, have characteristics multi-point and wide-ranging, the little dispersion of amount, so pipeline network construction and sewage collecting difficulty are big, unit sewage disposal cost of investment is big, tail water is irrigated investment greatly, and agricultural use is not achieved tangible results; Because the content of organic waste is bigger in the existing garbage collection process pattern, therefore causes transporting problems such as the transfer workload is big, operating cost height and exist; Because organic waste adopts different treatment facilities and different disposal patterns with sanitary sewage disposal, the inconvenience management maintenance, rural area and scenic spot problem of environmental pollution are not solved at all, and the liquid manure resource in organic waste and the sanitary sewage is not fully used.
Summary of the invention
Technical problem to be solved by this invention provides and a kind ofly is applicable to that the cost of investment of rural residential area and tourist service industry is little, and management maintenance is easy, the organic waste that the recycling rate is high and the total system of sanitary sewage and method.
The present invention solves the problems of the technologies described above the technical scheme that is adopted: the total system of a kind of organic waste and sanitary sewage, comprise and place organic waste treating apparatus on the ground, place underground effluent treatment plant and tail water soil to utilize the unit, described organic waste treating apparatus bottom is provided with at least one organic waste reaction tank, described organic waste reaction tank top is provided with the sewage shower, described organic waste reaction tank bottom is provided with overflow pipe, described overflow pipe is connected with described effluent treatment plant, described effluent treatment plant top is provided with tailrace outlet, described effluent treatment plant bottom is provided with reflux, described tailrace outlet links to each other with the perforated pipe that described tail water soil utilizes the unit to be provided with, and described reflux is connected with described sewage shower.
Described organic waste treating apparatus adopts the glass roof of Chaoyang, and described organic waste reaction tank top is provided with the rubbish import, and described organic waste reaction tank bottom is provided with the residue outlet.
Described organic waste reaction tank bottom is provided with evacuated tube, and described evacuated tube is provided with exhaust-valve, and described evacuated tube is connected with described effluent treatment plant.
Described effluent treatment plant is provided with the sewage import, described effluent treatment plant inside is separated into anoxic zone, aerobic zone and settling zone, be provided with the flowing water passage between described anoxic zone, described aerobic zone and the described settling zone, be provided with biologic packing material in described anoxic zone and the described aerobic zone, described tailrace outlet and described reflux are in the described settling zone.
Be provided with aerator under the liquid in the described aerobic zone.
Aerator comprises the ejector and first submersible sewage pump under the described liquid, and described ejector is connected with described first submersible sewage pump, and the air inlet of described first submersible sewage pump is connected with the gas outlet that described organic waste treating apparatus top is provided with.
Described reflux is second submersible sewage pump or manpower water pump.
Described tail water soil utilizes the unit to comprise horizontal ditch, be provided with gravel layer in the described horizontal ditch, described perforated pipe is arranged in described gravel layer, described perforated pipe is UPVC, PE or the cast iron pipe that perisporium is provided with at least one hole, the diameter of described perforated pipe is 50-200mm, and the diameter in described hole is 20-30mm.
The integrated conduct method of a kind of organic waste and sanitary sewage may further comprise the steps:
(1) organic waste is handled: organic waste is poured in the organic waste reaction tank in the organic waste treating apparatus adopted the sewage shower to spray immersion, generation contains the rubbish of SOM and macerates liquid and inorganic residues, described rubbish is macerated liquid and is flowed to effluent treatment plant by overflow pipe, and described inorganic residues is regularly manually drawn out the organic waste treating apparatus clearly and carried out landfill;
(2) sewage purification is handled: sanitary sewage is delivered into described effluent treatment plant by the sewage import, carry out biological cleaning after described sanitary sewage and described rubbish are macerated liquid and mixed and obtain tail water, a described tail water part is flowed into the sewage shower by reflux, and another part flows out by tailrace outlet;
(3) the tail water soil utilizes: the tail water that will flow out tailrace outlet enters in the gravel layer of horizontal ditch by perforated pipe, in the soil around penetrating into.
Compared with prior art, the invention has the advantages that: because organic waste treating apparatus bottom is provided with at least one organic waste reaction tank, organic waste reaction tank bottom is provided with overflow pipe, overflow pipe is connected with effluent treatment plant, the effluent treatment plant bottom is provided with tailrace outlet and reflux, tailrace outlet links to each other with the perforated pipe of effluent treatment plant outside, reflux is connected with the sewage shower, therefore organic waste is carried out compost or make compost handle after, can realize that rubbish macerates the merging purified treatment of liquid and sanitary sewage, recycling and the soil utilization of tail water, thereby simplify procedures, reduce the investment and the operating cost of facility, improve the purification efficiency and the utilization ratio of organic waste and sanitary sewage, environmental sanitation situation around improving realizes water in organic waste and the sanitary sewage, fertile (N, P) purpose of resource reutilization;
Because the organic waste treating apparatus adopts the glass roof of Chaoyang, the solar energy that can utilize the glass roof to absorb quickens the aerobic/anaerobic digestion of organic waste under microbial action; Because organic waste reaction tank bottom is provided with evacuated tube, evacuated tube is provided with exhaust-valve, evacuated tube is connected with effluent treatment plant, therefore can be when ambient temperature be very low, open exhaust-valve, sewage all flows to effluent treatment plant in the organic waste reaction tank, prevents because low temperature causes freezing of the interior sewage of organic waste reaction tank;
Because apparatus for treating sewage inside is separated into anoxic zone, aerobic zone and the settling zone that has the flowing water passage each other, can realize the deep purifying processing of anoxic microorganism and aerobic microbiological to sewage; Owing to be provided with biologic packing material in anoxic zone and the aerobic zone, can increase microorganism concn in the pond, improve wastewater purification efficiency; Owing to be provided with aerator under the liquid in the aerobic zone, the air inlet of first submersible sewage pump under the liquid in the aerator is connected with the gas outlet that organic waste treating apparatus top is provided with, help in the organic waste treating apparatus, producing little negative pressure when aerator moves under the liquid, effectively eliminate the stench that rubbish fermentation produces.
Description of drawings
Fig. 1 is the comprehensive processing technique flow chart of organic waste of the present invention and sanitary sewage.
Fig. 2 is used for the total system schematic diagram of holiday village organic waste and sanitary sewage for the present invention.
Fig. 3 is used for the total system schematic diagram of Peasants Joy organic waste and sanitary sewage for the present invention.
Fig. 4 is the vertical view of effluent treatment plant of the present invention.
The specific embodiment
Embodiment describes in further detail the present invention below in conjunction with accompanying drawing.
The total system and the method for embodiment 1 holiday village organic waste and sanitary sewage
Certain forest tour's service facility construction project, permanent staff 100 people, the holiday village that the tourist season is served 300 people at most is an example.
The house refuse of this holiday village is done wet preliminary classification with house refuse by moisture content earlier mainly based on the kitchen excess.Dried rubbish has certain recovery value based on packaging material, and is difficult for degraded, can entrust local environmental sanitation department regularly to clear processing; Wet refuse accounts for rubbish gross weight 70-80% based on the surplus food refuse in kitchen, and very easily putrid and deteriorated, generation stench belongs to the instant processing of organic waste needs.
Shown in Fig. 2,4, machine refuse disposal installation 1 adopts the glass roof of Chaoyang, is provided with two organic waste reaction tanks 2 that are used alternatingly, and it is 4m that the 100kg organic waste is dropped into volume from rubbish import 3
3Organic waste reaction tank 2 in, carry out intermittent shower and lasting the immersion by 4 pairs of organic wastes of sewage shower, utilize microorganism organic matter is decomposed and to stablize, the time of staying of organic waste in organic waste reaction tank 2 is 30-60 days, organic matter dissolves in the rubbish that produces in spray liquid and the percolate macerates the effect that liquid utilizes gravity, flow to effluent treatment plant 7 by overflow pipe 5 by first pipeline 6, the inorganic residues that produces is by the regularly clear back landfill disposal of washing in a pan of residue outlet 8, wherein organic waste reaction tank 2 bottoms are provided with evacuated tube 9, evacuated tube 9 is provided with exhaust-valve, evacuated tube 9 is connected with effluent treatment plant 7 by first pipeline 6, is used to prevent that low temperature from causing freezing of organic waste reaction tank.
The sewage that the holiday village produces is pressed 10.0m
3/ d design, sanitary sewage are through preliminary treatments such as septic tank, oil interceptors, and importing total dischargeable capacity by sewage import 10 is 30m
3, the about 10m of floor space
2 Effluent treatment plant 7, after rubbish is macerated liquid and mixed,, remove particulate pollutant, and the little molecule that macromolecule contaminant is hydrolyzed to be degraded by microorganisms easily by precipitation earlier through anoxic zone 11;
Sanitary sewage enters in the aerobic zone 13 by flowing water passage 12 subsequently, wherein anoxic zone 11 and aerobic zone 13 are provided with biologic packing material and are used to improve biological cleaning efficient, be provided with aerator under the liquid of forming by the ejector 14 and first submersible sewage pump 15 in the aerobic zone 13, sewage in the aerobic zone is carried out aeration aerating, guarantee that sewage has been oxygen condition in the effluent treatment plant 7, when COD is degraded, ammonia nitrogen is oxidized to nitrate, the air inlet of first submersible sewage pump 15 is connected with the gas outlet 17 that machine refuse disposal installation 1 top is provided with by the 3rd pipeline 16, the foul smell that produces in the machine refuse disposal installation 1 is gone into effluent treatment plant 7 with the air inspiration, and dissolving enters in the sanitary sewage;
Last sanitary sewage enters settling zone 18 by flowing water passage 12, mud in the sewage obtains tail water through post precipitation, second submersible sewage pump 19 is installed in the settling zone 18 to be connected with sewage shower 4 by second pipeline 20, part tail water is back to is used in the organic waste treating apparatus 1 organic waste is carried out intermittent shower and lasting the immersion, another part tail water links to each other for the perforated pipe 22 of UPVC diameter for 20mm by the material that tailrace outlet 21 and tail water soil utilize the unit to be provided with, enter in the gravel layer that is equipped with nonwoven that is in the horizontal ditch, in the soil around penetrating into, wherein the time of staying of sanitary sewage in effluent treatment plant 7 is 24 hours.
Sewage tail water is batched after the tail water soil utilizes gravel horizontal ditch in the unit, and organic pollution wherein decomposes by physics detention, chemisorbed, the microorganism of soil and a series of effects such as plant absorbing, is further purified and removes.
The total system and the method for embodiment 2 Peasants Joy organic wastes and sanitary sewage
Peasant's dwelling house of somewhere Peasants Joy amusement and travel and food and beverage sevice, permanent staff 2-3 people, peasant's dwelling house that the tourist season is served 10-20 position visitor at most is an example.
The house refuse that Peasants Joy amusement and travel and food and beverage sevice produce is mainly based on the kitchen excess.Dried rubbish has certain recovery value based on packaging material and other refuses, and is difficult for degraded, can be by the regular collection and treatment of village special messenger; Wet refuse accounts for rubbish gross weight 70-80% based on the surplus food refuse in kitchen, and very easily putrid and deteriorated, generation stench belongs to the instant processing of organic waste needs.
Shown in Fig. 3,4, machine refuse disposal installation 1 adopts the glass roof of Chaoyang, is provided with two organic waste reaction tanks 2 that are used alternatingly, and it is 1m that the 10kg organic waste is dropped into volume from rubbish import 3
3Organic waste reaction tank 2 in, carry out intermittent shower and lasting the immersion by 4 pairs of organic wastes of sewage shower, utilize microorganism organic matter is decomposed and to stablize, the time of staying of organic waste in organic waste reaction tank 2 is 30-60 days, organic matter dissolves in the rubbish that produces in spray liquid and the percolate macerates the effect that liquid utilizes gravity, flow to effluent treatment plant 7 by overflow pipe 5 by first pipeline 6, the inorganic residues that produces is by the regularly clear back landfill disposal of washing in a pan of residue outlet 8, wherein organic waste reaction tank 2 bottoms are provided with evacuated tube 9, evacuated tube 9 is provided with exhaust-valve, evacuated tube 9 is connected with effluent treatment plant 7 by first pipeline 6, is used to prevent that low temperature from causing freezing of organic waste reaction tank.
The sewage that Peasants Joy produces is pressed 1.0m
3/ d design, sanitary sewage are through preliminary treatments such as septic tank, oil interceptors, and importing total dischargeable capacity by sewage import 10 is 6m
3, the about 3m of floor space
2 Effluent treatment plant 7, after rubbish is macerated liquid and mixed,, remove particulate pollutant, and the little molecule that macromolecule contaminant is hydrolyzed to be degraded by microorganisms easily by precipitation earlier through anoxic zone 11; Sanitary sewage enters in the aerobic zone 13 by flowing water passage 12 subsequently, and wherein anoxic zone 11 and aerobic zone 13 are provided with biologic packing material and are used to improve biological cleaning efficient; Enter settling zone 18 at last, mud in the sewage obtains tail water through post precipitation, be provided with manpower water pump 23 in the settling zone 18, be connected with sewage shower 4 by second pipeline 20, part tail water is back to is used in the organic waste treating apparatus 1 organic waste is carried out intermittent shower and lasting the immersion, another part tail water links to each other for the perforated pipe 22 of cast iron pipe diameter for 30mm by the material that tailrace outlet 21 and tail water soil utilize the unit to be provided with, enter in the gravel layer that is equipped with nonwoven that is in the horizontal ditch, in the soil around penetrating into, wherein the time of staying of sanitary sewage in effluent treatment plant 7 is 24 hours.
Sewage tail water is batched after the tail water soil utilizes gravel horizontal ditch in the unit, and organic pollution wherein decomposes by physics detention, chemisorbed, the microorganism of soil and a series of effects such as plant absorbing, is further purified and removes.
Claims (9)
1. the total system of organic waste and sanitary sewage, comprise and place organic waste treating apparatus on the ground, place underground effluent treatment plant and tail water soil to utilize the unit, it is characterized in that: described organic waste treating apparatus bottom is provided with at least one organic waste reaction tank, described organic waste reaction tank top is provided with the sewage shower, described organic waste reaction tank bottom is provided with overflow pipe, described overflow pipe is connected with described effluent treatment plant, described effluent treatment plant top is provided with tailrace outlet, described effluent treatment plant bottom is provided with reflux, described tailrace outlet links to each other with the perforated pipe that described tail water soil utilizes the unit to be provided with, and described reflux is connected with described sewage shower.
2. the total system of a kind of organic waste according to claim 1 and sanitary sewage, it is characterized in that: described organic waste treating apparatus adopts the glass roof of Chaoyang, described organic waste reaction tank top is provided with the rubbish import, and described organic waste reaction tank bottom is provided with the residue outlet.
3. the total system of a kind of organic waste according to claim 1 and sanitary sewage, it is characterized in that: described organic waste reaction tank bottom is provided with evacuated tube, described evacuated tube is provided with exhaust-valve, and described evacuated tube is connected with described effluent treatment plant.
4. the total system of a kind of organic waste according to claim 1 and sanitary sewage, it is characterized in that: described effluent treatment plant is provided with the sewage import, described effluent treatment plant inside is separated into anoxic zone, aerobic zone and settling zone, be provided with the flowing water passage between described anoxic zone, described aerobic zone and the described settling zone, be provided with biologic packing material in described anoxic zone and the described aerobic zone, described tailrace outlet and described reflux are in the described settling zone.
5. the total system of a kind of organic waste according to claim 4 and sanitary sewage is characterized in that: be provided with aerator under the liquid in the described aerobic zone.
6. the total system of a kind of organic waste according to claim 5 and sanitary sewage, it is characterized in that: aerator comprises the ejector and first submersible sewage pump under the described liquid, described ejector is connected with described first submersible sewage pump, and the air inlet of described first submersible sewage pump is connected with the gas outlet that described organic waste treating apparatus top is provided with.
7. the total system of a kind of organic waste according to claim 1 and sanitary sewage is characterized in that: described reflux is second submersible sewage pump or manpower water pump.
8. the total system of a kind of organic waste according to claim 1 and sanitary sewage, it is characterized in that: described tail water soil utilizes the unit to comprise horizontal ditch, be provided with gravel layer in the described horizontal ditch, described perforated pipe is arranged in described gravel layer, described perforated pipe is UPVC, PE or the cast iron pipe that perisporium is provided with at least one hole, the diameter of described perforated pipe is 50-200mm, and the diameter in described hole is 20-30mm.
9. the integrated conduct method of organic waste and sanitary sewage is characterized in that may further comprise the steps:
(1) organic waste is handled: organic waste is poured in the organic waste reaction tank in the organic waste treating apparatus adopted the sewage shower to spray immersion, generation contains the rubbish of SOM and macerates liquid and inorganic residues, described rubbish is macerated liquid and is flowed to effluent treatment plant by overflow pipe, and described inorganic residues is regularly manually drawn out the organic waste treating apparatus clearly and carried out landfill;
(2) sewage purification is handled: sanitary sewage is delivered into described effluent treatment plant by the sewage import, carry out biological cleaning after described sanitary sewage and described rubbish are macerated liquid and mixed and obtain tail water, a described tail water part is flowed into the sewage shower by reflux, and another part flows out by tailrace outlet;
(3) the tail water soil utilizes: the tail water that will flow out tailrace outlet enters in the gravel layer of horizontal ditch by perforated pipe, in the soil around penetrating into.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101134289A CN101786092B (en) | 2010-02-25 | 2010-02-25 | Comprehensive treatment system for organic garbage and domestic sewage and comprehensive treatment method therefor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101134289A CN101786092B (en) | 2010-02-25 | 2010-02-25 | Comprehensive treatment system for organic garbage and domestic sewage and comprehensive treatment method therefor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101786092A true CN101786092A (en) | 2010-07-28 |
| CN101786092B CN101786092B (en) | 2013-06-26 |
Family
ID=42529549
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010101134289A Expired - Fee Related CN101786092B (en) | 2010-02-25 | 2010-02-25 | Comprehensive treatment system for organic garbage and domestic sewage and comprehensive treatment method therefor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101786092B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105461167A (en) * | 2015-11-26 | 2016-04-06 | 杭州银江环保科技有限公司 | Ecological landscape type integrated garbage and sewage treatment system for villages and small towns |
| CN105493939A (en) * | 2016-02-04 | 2016-04-20 | 湘潭市科达丽实业有限公司 | Environment-friendly organic planting facility |
| CN108064487A (en) * | 2016-11-16 | 2018-05-25 | 沈阳建筑大学 | A kind of improvement soil that mixes is reclaimed the method in desert |
| CN108435749A (en) * | 2018-03-30 | 2018-08-24 | 山东中再生环境服务有限公司 | A kind of innoxious landfill system of danger wastes |
| CN110015750A (en) * | 2018-01-10 | 2019-07-16 | 西安宁远清洁技术有限公司 | A kind of novel domestic sewage and the box processing unit of house refuse |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1450007A (en) * | 2002-04-10 | 2003-10-22 | 胡永生 | Biological comprehensive treatment method for domestic organic refuse and sewage and used treatment system thereof |
| JP2003335792A (en) * | 2002-05-20 | 2003-11-28 | Tokiwa Zoen Kk | Humus precursor-ferrihydrite precursor complex, method for producing the same, method for treating livestock waste using humus precursor-ferrihydrite precursor complex and sewage disposal system |
| CN1669950A (en) * | 2004-03-16 | 2005-09-21 | 薛占何 | Integrated treatment process for urban sewage and domestic refuse |
| CN1872802A (en) * | 2006-06-23 | 2006-12-06 | 天津师范大学 | Eluate for compost of domestic waste of city, preprtion method and application |
| CN101254995A (en) * | 2008-04-02 | 2008-09-03 | 北京师范大学 | Integral life sewage treating ecological box |
-
2010
- 2010-02-25 CN CN2010101134289A patent/CN101786092B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1450007A (en) * | 2002-04-10 | 2003-10-22 | 胡永生 | Biological comprehensive treatment method for domestic organic refuse and sewage and used treatment system thereof |
| JP2003335792A (en) * | 2002-05-20 | 2003-11-28 | Tokiwa Zoen Kk | Humus precursor-ferrihydrite precursor complex, method for producing the same, method for treating livestock waste using humus precursor-ferrihydrite precursor complex and sewage disposal system |
| CN1669950A (en) * | 2004-03-16 | 2005-09-21 | 薛占何 | Integrated treatment process for urban sewage and domestic refuse |
| CN1872802A (en) * | 2006-06-23 | 2006-12-06 | 天津师范大学 | Eluate for compost of domestic waste of city, preprtion method and application |
| CN101254995A (en) * | 2008-04-02 | 2008-09-03 | 北京师范大学 | Integral life sewage treating ecological box |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105461167A (en) * | 2015-11-26 | 2016-04-06 | 杭州银江环保科技有限公司 | Ecological landscape type integrated garbage and sewage treatment system for villages and small towns |
| CN105461167B (en) * | 2015-11-26 | 2018-07-27 | 杭州银江环保科技有限公司 | A kind of integration villages and small towns ecoscape type garbage leachate processing system |
| CN105493939A (en) * | 2016-02-04 | 2016-04-20 | 湘潭市科达丽实业有限公司 | Environment-friendly organic planting facility |
| CN105493939B (en) * | 2016-02-04 | 2018-09-21 | 湘潭市科达丽实业有限公司 | A kind of organic planting facility |
| CN108064487A (en) * | 2016-11-16 | 2018-05-25 | 沈阳建筑大学 | A kind of improvement soil that mixes is reclaimed the method in desert |
| CN110015750A (en) * | 2018-01-10 | 2019-07-16 | 西安宁远清洁技术有限公司 | A kind of novel domestic sewage and the box processing unit of house refuse |
| CN108435749A (en) * | 2018-03-30 | 2018-08-24 | 山东中再生环境服务有限公司 | A kind of innoxious landfill system of danger wastes |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101786092B (en) | 2013-06-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101786764B (en) | Reclaimed water recovery treatment method and device | |
| CN112125472B (en) | Distributed domestic sewage source separation, collection and treatment system for resource on-site recycling and pollution load reduction and design method thereof | |
| CN102701448B (en) | Rural domestic sewage reutilization treatment device | |
| CN104860491B (en) | A kind of separation integrated treatment of domestic sewage in rural areas source utilizes system | |
| CN105461165A (en) | Rural domestic sewage combined type ecological treatment system and treatment method, and application thereof | |
| CN101786092B (en) | Comprehensive treatment system for organic garbage and domestic sewage and comprehensive treatment method therefor | |
| Li et al. | Distributed treatment of rural environmental wastewater by artificial ecological geographic information system | |
| CN104907309A (en) | Urban and rural resident domestic waste and wastewater reclamation ecological comprehensive treatment method and equipment | |
| CN102020399B (en) | U-shaped overflow soil filtration treatment device for domestic sewage | |
| CN101891357B (en) | Natural power sewage biological purifier | |
| CN110683715A (en) | Rural domestic sewage recycling classification high-efficiency treatment system | |
| CN203187497U (en) | Zero-energy-consumption artificial wetland sewage treatment system | |
| CN105601043B (en) | A kind of domestic sewage of villages and small towns ecology microkinetic processing system | |
| CN204509035U (en) | Complex media marsh sewage treatment system | |
| CN203440156U (en) | Grey water treatment device using matrix-reinforced composite-flow constructed wetland for residence community | |
| CN105417893A (en) | Multiphase circulation integrated sewage treatment equipment | |
| CN210085200U (en) | Solar energy integration sewage treatment device | |
| CN112142258A (en) | Resource and standard treatment method for domestic sewage of villages and towns | |
| CN207918634U (en) | Zero-emission treatment system for pollutants in commercial and residential districts | |
| CN201873597U (en) | U-type overflowing domestic sewage soil-filtration processing unit | |
| CN105481171B (en) | Unit equipment associated with a kind of more family sanitary sewage hydrolytic tanks and more processing units | |
| CN101891355A (en) | Bio-ecological management and recycling process for natural power point source sewage | |
| CN205420076U (en) | Many families domestic sewage hydrolysis groove with purify bank of cells and close treatment facility | |
| CN212425773U (en) | Sewage distributed drainage pipe network collection and treatment device | |
| CN201224703Y (en) | Unpowered efficient dispersing domestic sewage treatment complete equipment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130626 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |