CN101928093B - Distributed domestic sewage source separation treatment and reclamation method - Google Patents

Distributed domestic sewage source separation treatment and reclamation method Download PDF

Info

Publication number
CN101928093B
CN101928093B CN2009100878829A CN200910087882A CN101928093B CN 101928093 B CN101928093 B CN 101928093B CN 2009100878829 A CN2009100878829 A CN 2009100878829A CN 200910087882 A CN200910087882 A CN 200910087882A CN 101928093 B CN101928093 B CN 101928093B
Authority
CN
China
Prior art keywords
water
wetland
vacuum
heisui river
caliber
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.)
Expired - Fee Related
Application number
CN2009100878829A
Other languages
Chinese (zh)
Other versions
CN101928093A (en
Inventor
胡正义
朱春游
刘宇奇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Graduate School of CAS
University of Chinese Academy of Sciences
Original Assignee
University of Chinese Academy of Sciences
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by University of Chinese Academy of Sciences filed Critical University of Chinese Academy of Sciences
Priority to CN2009100878829A priority Critical patent/CN101928093B/en
Publication of CN101928093A publication Critical patent/CN101928093A/en
Application granted granted Critical
Publication of CN101928093B publication Critical patent/CN101928093B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/20Fertilizers of biological origin, e.g. guano or fertilizers made from animal corpses
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Hydroponics (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

The invention discloses a distributed domestic sewage source separation treatment and reclamation method, relating to the technology of environmental protection, wherein the method uses a black and gray water separation and collecting system, a black and gray water processing system, and a black and gray water reclamation use system. The technology of the black water system comprises the followings: black water, vacuum water-saving toilet, vacuum pump, vacuum tank, black water collecting box, fermentation, and reclamation; and the technology of the gray water system comprises the followings: gray water, pretreatment, land processing system, water discharge, and reuse. The method uses distributed domestic sewage to separate, process and recycle at the source, which can save water, solves the problem of random discharge of distributed domestic sewage in the town, improves the environment, and realizes the recycling use of domestic sewage; and the method has the advantages of low building cost, simple and convenient construction, small occupied area, low operation cost and simple maintenance, and has strong practical and popularization values.

Description

A kind of dispersant type domestic wastewater source separating treatment and method of resource
Technical field
The present invention relates to environmental technology field; Be a kind of dispersant type domestic wastewater source separating treatment and method of resource, water polluted control, can carry out the source to dispersant type domestic wastewater and separate, handle and resource utilization; Effective reduce water consumption makes the sewage after the processing reach reuse standard.
Background technology
For many years, the center of gravity of China environmental protection work is the city always, and the geographic problem of environmental pollution of rural area and scattered settlement is the blind spot or the dead angle of polluting the control field at present.China's rural area ubiquity sewage collecting pipe network is unsound, the incomplete characteristics of sewage treatment facility, and fecal sewage and other domestic waters be without dealing carefully with, and arbitrarily discharges or permeate the ground contaminate environment; The dirty interflow of rain in rainy season gets into the river course, and water surrounding is worked the mischief.
The current processing for decentralized type sewage mainly adopted land treatment system and integrated Small Sewage Treatment Equipment.Like Chinese patent: a kind of in-site ecological purifying method (200710023435.8) of decentralized wastewater, handle sewage high-load capillary infiltration trench system (200810018744.0), handle rural decentralized wastewater high-load angleworm bio-filter (200810201392.2), utilize high-load angleworm bio-filter to handle the method (200810201394.1) etc. of rural decentralized wastewater.Be characterized in domestic sewage in rural areas by using is collected small-sized treatment unit such as getting into land treatment system or biological filter, reach the purpose of disposing of sewage.But there are some drawbacks in these technology because with Heisui River (human excrement) and buck (bath water, kitchen water) mixed collection aftertreatment: 1, because sewage source is complicated, the sewage mixed collection makes that the sewage quality change is bigger, influences system's operation stability.2, the organic loading in Heisui River and pathogenic bacteria load is all higher, mixes the burden that has increased WWT with buck, makes that also the nutritive substance in the Heisui River is difficult to reclaim.3, buck combination treatment in Heisui River makes sludge quantity increase, and disposes, safeguards inconvenience, is difficult to long-acting operation.4, above-mentioned technology still rests on the pollution control aspect to sewage, the recycle of nutritive substance and effluent reuse in the sewage of being unrealized.Know that by above from improving the angle of processing efficiency, Heisui River, buck separate treatment must have that technology is simple, reduced investment, advantage that working cost is low.Therefore the exploitation system process that can realize separating from the sewage source, handle resource utilization effectively utilizes to have with water resources for the dispersant type domestic wastewater control in the vast rural area of China and uses and promotional value.
Summary of the invention
The objective of the invention is to disclose a kind of dispersant type domestic wastewater source separating treatment and method of resource,, and improve the human settlement with the effective problem of utilizing again of processing, control and water resources that solves China's vast rural area dispersant type domestic wastewater.
For achieving the above object, technical solution of the present invention is:
A kind of dispersant type domestic wastewater source separating treatment and method of resource, it comprises step:
A) the vacuum economical toilet is set, or original conventional toilet is replaced with the vacuum economical toilet;
B) connect laying Heisui River pipeline in the outlet of vacuum economical toilet;
C) order is provided with vacuum tank, vacuum pump, Heisui River case in the pipeline of Heisui River; The box top, Heisui River is provided with the foul smell strainer;
D) the shared mains lighting supply power supply of vacuum economical toilet water source valve and vacuum pump;
After Heisui River case fermentation was sent in the Heisui River of E) collecting, as fertilizer sources used;
F) build grey water collection pipe road, the buck of collection is sent into grey water treatment system, behind preliminary sedimentation, and by the wetland natural filtration, wetland surface cultivated vegetation, buck after treatment can reach reuse standard, and water uses in doing.
Described method, its said Heisui River pipeline adopts the PPR of caliber 50mm to manage, and whole pipeline adopts thermal welding; Ash water collection pipe road, the pvc pipe of employing caliber 50mm.
Described method, its said vacuum pump is ZCTB750A type vacuum pump.
Described method, its said grey water treatment system comprises two kinds of forms:
A) contain pretreatment pool and complex media wetland; Pretreatment pool comprises grille well, preliminary sedimentation tank; Oil absorbent material is housed on the grille well, establishes fine fack in the grille well, grid spacing 3~5mm, the water outlet of process fine fack gets into preliminary sedimentation tank by top, and submersible pump is arranged at the preliminary sedimentation tank bottom, and submersible pump starts through liquid level switch control;
Submersible pump will be pumped to the complex media wetland above the water that leaves standstill of designated water level, and the complex media wetland is the vertical current infiltration wetland, natural filtration;
Be horizontally disposed with water distributor apart from complex media wetland upper surface 20~40cm place, water distributor vertically connects the complex media wetland, and its inlet is connected with the submersible pump rising pipe; Water distributor caliber 50mm, every separated 800mm is provided with orthogonal arm, branch diameter 25mm, the arm downside is uniformly distributed with through hole, arm lateral direction penetrating complex media wetland; Complex media wetland bottom is provided with header, caliber 100mm, and upside is uniformly distributed with through hole, vertically connects the complex media wetland, and the header water outlet is provided with the valve of regulating water level;
B) contain pretreatment pool, drowned flow artificial wet land and pump well; Pretreatment pool comprises grille well, oil trap, on cover plate is arranged; Establish fine fack in the grille well, grid spacing 3~5mm, the water outlet of process fine fack gets into oil trap by top, and there is the vertically disposed baffle plate of several piece middle and upper part, oil trap pond, baffle plate lateral direction penetrating oil trap pond body; The water that leaves standstill that oil trap is overflowed covers pool wall entering drowned flow artificial wet land, and drowned flow artificial wet land is the horizontal flow current wetland, natural filtration;
Be horizontally disposed with water distributor apart from drowned flow artificial wet land upper surface 20~50cm place, caliber is 100mm, and downside has through hole, and water distributor is positioned at the wetland upper reaches, the lateral direction penetrating drowned flow artificial wet land; Header is established in drowned flow artificial wet land downstream bottoms, caliber 100mm, and upside has through hole, the lateral direction penetrating drowned flow artificial wet land, and header one end stretches out drowned flow artificial wet land and communicates with pump well, in the water outlet entering pump well.
Described method, its said complex media wetland, its filler is by gravel, rubble, coarse sand, wood chip, terra alba, artificial soil one of them or several kinds mix.
Described method, the vegetation on its said wetland surface is Chinese littleleaf box, Chinese rose, Canna generalis Bailey.
The invention has the beneficial effects as follows: 1, effective reduce water consumption; Realize the closed cycle of water resources and nutritive substance when 2, the control sewage pollutes; 3 and the total system construction cost low, easy construction, floor space is little, working cost is low, safeguards simple.
Description of drawings
Figure 1A is that separate and usage on black water system front view in new residential building dispersant type domestic wastewater source, Tan Dang village;
Figure 1B, be the grey water treatment system front view;
Fig. 2 is the grey water treatment system vertical view;
Fig. 3 is a complex media wetland A-A sectional view among Fig. 2;
Fig. 4 A is the old residential building dispersant type domestic wastewater source separation of Dong Qing village, processing and resource utilization engineering system front view;
Fig. 4 B is the grey water treatment system front view;
Fig. 5 is the grey water treatment system vertical view;
Fig. 6 is a drowned flow artificial wet land A-A sectional view among Fig. 5.
Embodiment
The many villages and small towns of China do not have sewage treatment facility or facility to fall behind now, and the pollution problem of domestic sewage of villages and small towns never is effectively controlled.The inventive method has designed a cover decentralized type sewage source separating treatment process system according to the source and the characteristics of current practical situation and sewage.Its principle is to utilize vacuum excrement collector to realize that Heisui River, Ash Water Separator collect, and Heisui River, buck are handled respectively, and the nutritive ingredient in the recycle Heisui River makes the buck after the processing reach reuse standard simultaneously.
A kind of dispersant type domestic wastewater source separating treatment of the present invention and method of resource, form by three systems:
1 sewage source separated collection system: the villages and small towns resident living water is collected by two circuits, and a circuits is collected Heisui River, is that the negative pressure of vacuum of utilizing vacuum excrement collector to produce is collected Heisui River; Each flushing water loss is merely 1/10th of conventional toilet; Be about 0.5 liter (traditional lavatory 5-6L/ time), effectively reduce water consumption significantly reduces the Heisui River amount simultaneously; And used pipeline caliber is merely 50cm, and it is very convenient to construct.Another set of piping system is then collected buck.Thereby realize the separated and collected of Heisui River, buck.
2, Heisui River grey water treatment system: the Heisui River that vacuum excrement collector is collected gets into ferment tank, and it is agricultural to can be used as organic fertilizer after waiting to ferment.And the buck of collecting gets into grey water treatment system, and this system is made up of pre-treatment and land treatment system (like wetland, oxidation pond etc.).Because system's water inlet is buck, organic loading is much littler than combined sewage, so the land treatment system area also can reduce significantly.
3, Heisui River, grey recycling of water resource system: treated Heisui River, buck can realize that all resource utilization utilizes again.Therefore can be used as fertilizer behind the fermenting-ripening of Heisui River, the buck after the processing can reach reuse standard, all can be in the farmland, vegetable plot, garden etc. realize cycling and reutilization.
In order to introduce technology of the present invention in more detail, explain below in conjunction with examples of implementation:
Embodiment 1:
With a kind of dispersant type domestic wastewater source separating treatment of the present invention and method of resource, be applied to Tan Dang village, Xinzhuang Town, Changshu City, Jiangsu Province one peasant household at present.The four-hole people of this peasant household, new house is a three-storey building, every floor all is equipped with conventional toilet.Flower bed and fish pond are arranged before the room, garden and vegetable plot are arranged behind the room.All sewage that produce get into the irrigation canals and ditches of water drain without the in line next door of any processing.
At first, the water closet of this peasant household is replaced by the vacuum economical toilet, lays Heisui River and collect pipeline.Original waste pipe is as grey water collection pipe road.So just, can realize Heisui River, Ash Water Separator is collected.Secondly, isolating sewage gets into Heisui River through the source, grey water treatment system is handled respectively.Heisui River after the processing, ash water recycling be in the vegetable plot, and the resource utilization of sewage is realized in the garden.Total system has realized the closed cycle of nutritive substance in the sewage, has controlled the pollution of sewage to environment.
The dispersant type domestic wastewater source separating treatment of the new residential building in Tan Dang village and the engineering system figure of method of resource are like Figure 1A, Figure 1B, 2, shown in 3.Wherein, vacuum economical toilet 1, vacuum tank 2, vacuum pump 3, Heisui River case 4; Foul smell strainer 5, fine fack 6, oil absorbent material 7, grille well 8; Preliminary sedimentation tank 9, submersible pump 10, complex media wetland 11, cloth water conduit tube (caliber 50mmPPR perforated pipe) 12; Water distribution branch pipe (caliber is the 25mmPPR perforated pipe) 13, water shoot (the PVC perforated pipe of caliber 100mm) 14, rising pipe (caliber 100PVC pipe) 15, non-woven fabrics 16.Ground elevation is 0.000 among the figure.
1, whole engineering system is by sewage source separated collection system, the Heisui River grey water treatment system, and Heisui River ash recycling of water resource set of systems becomes.Wherein, sewage source separated collection system is formed on vacuum economical toilet 1, vacuum tank 2, vacuum pump 3 and Heisui River, grey water collection pipe road.Heisui River case 4, foul smell strainer 5, fine fack 6, oil absorbent material 7, grille well 8; Preliminary sedimentation tank 9, submersible pump 10, complex media wetland 11; Cloth water conduit tube (caliber 50mmPPR perforated pipe) 12; Water distribution branch pipe (caliber is the 25mmPPR perforated pipe) 13, water shoot (the PVC perforated pipe of caliber 100mm) 14, rising pipe (caliber 100PVC pipe) 15 composition Heisui River, grey water treatment system.
2, sewage source separated collection system: original conventional toilet is replaced with vacuum economical toilet 1.Lay the Heisui River pipeline in vacuum economical toilet 1 bottom, adopt the PPR pipe of caliber 50mm, whole pipeline adopts thermal welding.Original pvc pipe road is as the collection pipeline of bucks such as bath water.Original Generators is installed vacuum tank 2, ZCTB750A type vacuum pump 3, Heisui River case 4, foul smell strainer 5 etc. in this peasant household.Vacuum pump 3 and vacuum tank 2 usefulness setscrews are fixed in ground.In this system, which toilet 3 in vacuum pump starts regardless of vacuum tank 2 effects, start as long as the vacuum on the pipeline just reaches, and the vacuum in the pipeline depends on vacuum tank 2.System works power supply: 220VAC; Power of motor: 750W; Flushing water loss: 0.5L/ time (traditional lavatory: 12L/ time); Flushing current consumption: 0.003Kwh/ time; Standby power consumption amount: 0; The flushing working hour :≤10s/ time; Working vacuum degree/maximum vacuum :-40~-80Kpa/.
3, Heisui River, grey water treatment system: the Heisui River of collection gets into 4 fermentations of Heisui River case, and the foul smell of generation can be handled by foul smell strainer 5.And grey water treatment system is by fine fack 6, oil absorbent material 7, grille well 8; Preliminary sedimentation tank 9, submersible pump 10, complex media wetland 11; Cloth water conduit tube (caliber 50mmPPR perforated pipe) 12; Water distribution branch pipe (caliber is the 25mmPPR perforated pipe) 13, water shoot (the PVC perforated pipe of caliber 100mm) 14, rising pipe (caliber 100PVC pipe) 15 is formed.Grille well 8 dark 0.8m, long 0.5m, the grid spacing 3mm of fine fack 6 in the wide 0.8m, grille well.Oil absorbent material 7 is installed on the grille well, absorbs the greasy dirt in the buck.Water outlet through fine fack 6 gets into preliminary sedimentation tank 9.Preliminary sedimentation tank 9 dark 0.8m, long 1m, wide 0.8m, the bottom, pond is equipped with submersible pump 10, is provided with liquid level switch, through the startup of liquid level switch control submersible pump 10.Grille well 8 and preliminary sedimentation tank 9 bodies of wall adopt brickwork construction (240 wall), and brick wall is used cement sand plaster, mix earth precoated plate caping with reinforcing bar.In this peasant household former flower bed location, build complex media wetland 11, be the vertical current infiltration wetland, long 8m, wide 1m, dark 1.4m.The dark 1m of below ground part, ground is with top 0.4m.The vertical current constructed wetland body of wall adopts brick one-tenth (240 wall), adopts concrete (50 label) (thick 100mm) shop fixtures at the bottom of the pond, and floating with sand-cement slurry.The wetland medium is followed successively by (seeing Fig. 1,3) dirt bed (20cm) from top to bottom, gravel bed (20cm), metalling (20cm), the layer (60cm) of improving the soil, gravel bed (20cm).Its cobble-stone particle diameter 8~16mm, ballast grain sizes 4~8mm.Improve the soil layer by coarse sand, wood chip, terra alba and local mixing with soil form.Water distributor is located in the gravel bed of upper strata, and caliber is 50mm, every arm that is provided with caliber 25mm at a distance from 800mm.It is the aperture of 5mm that the every separated 50mm in arm bottom has the aperture.Gravel bed is buried header underground in the bottom, and header is not established arm, and header is the pvc pipe of caliber 100mm; Punching on the pipe, aperture 15mm, the hole is in the heart apart from 150mm; With PVC90 ° of elbow header and rising pipe are joined, the end of rising pipe connects the valve that is used to regulate water level with elbow.Wetland plantation Chinese littleleaf box, Chinese rose.
4, resource utilization system: Heisui River is applied to this peasant household garden, vegetable plot with as fertilizer sources after treatment.The setting that only need adjust vacuum pump 3 when using can realize semi-automation.Buck after treatment on the one hand can supply fish pond water, is the irrigation water as flower bed, garden and vegetable plot on the other hand.
Embodiment 2:
With a kind of dispersant type domestic wastewater source separating treatment of the present invention and method of resource, be applied to Yu Shan town, Changshu City, Jiangsu Province Chinese ilex village one peasant household.Six mouthfuls of people of this one family of peasant household are the two floor rooms of building in the past for many years, sanitary facility and pipe networks such as no water closet and squatting wc pan.Vegetable plot, septic tank are arranged behind the room.At first improve the sanitary facility of this peasant household, all install the vacuum economical toilet, lay Heisui River pipe network and grey grid simultaneously this peasant household's one deck and two layers.Collect through the vacuum economical toilet in Heisui River, enters transformed septic tank, is applied to the vegetable plot then.Kitchen water, bucks such as bath water are collected through grey grid and are got into grey water treatment system processing back reuse.
The dispersant type domestic wastewater source separating treatment of the old residential building in Chinese ilex village and the engineering system figure of method of resource are like Fig. 4 A, Fig. 4 B, Fig. 5, shown in Figure 6.Wherein, vacuum economical toilet 1, vacuum tank 2, vacuum pump 3, Heisui River case 4; Foul smell strainer 5, fine fack 6, grille well, oil removal baffle plate 8; Oil trap 9, drowned flow artificial wet land 10, water inlet pipe 11 (caliber 100mmPVC pipe), water distributor 12 (caliber 100mmPVC perforated pipe); Header 13 (caliber 100mmPVC perforated pipe), rising pipe 14 (caliber 100mmPVC pipe), pump well 15, ground elevation is 0.000 among the figure.
1, whole engineering system is by sewage source separated collection system, the Heisui River grey water treatment system, and Heisui River ash recycling of water resource set of systems becomes.Wherein, vacuum economical toilet 1, vacuum tank 2, vacuum pump 3, and Heisui River, grey water collection pipe road form sewage source separated collection system.Heisui River case 4, foul smell strainer 5, fine fack 6; Grille well, oil removal baffle plate 8, oil trap 9; Drowned flow artificial wet land 10, water inlet pipe 11 (caliber 100mmPVC pipe), water distributor 12 (caliber 100mmPVC perforated pipe); Header 13 (caliber 100mmPVC perforated pipe), rising pipe 14 (caliber 100mmPVC pipe), pump well 15 is formed grey water treatment system.
2, sewage source separated collection system: in this man of peasant household vacuum economical toilet 1 is installed, is laid the Heisui River pipeline in vacuum economical toilet 1 bottom, adopt the PPR pipe of caliber 50mm, whole pipeline adopts thermal welding.Lay the collection pipeline of 50mmPVC pipeline simultaneously as bucks such as bath waters in the toilet.Because caliber is little, easy construction.Build a simple and easy machine room (need 2m for one jiao in this peasant household vegetable plot 2) vacuum tank 2, ZCTB750A type vacuum pump 3 be installed.Vacuum pump 3 and vacuum tank 2 usefulness setscrews are fixed in ground.In this system, which toilet 3 in vacuum pump starts regardless of vacuum tank 2 effects, start as long as the vacuum on the pipeline just reaches, and the vacuum in the pipeline depends on vacuum tank 2.System works power supply: 220VAC; Power of motor: 750W; Flushing water loss: 0.5L/ time (traditional lavatory: 12L/ time); Flushing current consumption: 0.003Kwh/ time; Standby power consumption amount: 0; The flushing working hour :≤10s/ time; Working vacuum degree/maximum vacuum :-40~-80Kpa/.
3, Heisui River, grey water treatment system: the Heisui River of collecting through the source separation system gets into septic tank, is applied to the vegetable plot after waiting to become thoroughly decomposed.The buck of collecting then gets into grey water treatment system, and this system is by fine fack 6, grille well; Oil removal baffle plate 8, oil trap 9, drowned flow artificial wet land 10; Water inlet pipe 11 (caliber 100mmPVC pipe), water distributor 12 (caliber 100mmPVC perforated pipe), header 13 (caliber 100mmPVC perforated pipe); Rising pipe 14 (caliber 100mmPVC pipe), pump well 15 is formed.Grid well depth 0.6m, long 0.6m, wide 0.6m.Fine fack 6 barrier spacings in the grille well are 3mm.Water outlet through fine fack 6 gets into oil trap 9.Oil trap 9 dark 0.6m, long 1m, wide 0.6m has 8 two of 58mm * 40mmPVC baffle plate in the pond.Grille well 7 and oil trap 9 bodies of wall adopt brickwork construction (240 wall), and brick wall is used cement sand plaster, mix earth precoated plate caping with reinforcing bar.Drowned flow artificial wet land 10 and pump well 15 are built in the place of behind the old residential building of this peasant household, falling into disuse, and drowned flow artificial wet land 10 is the horizontal flow current wetland, long 2.5m, wide 2.5m, dark 0.8m.Drowned flow artificial wet land 10 bodies of wall adopt brick one-tenth (240 wall), adopt concrete (50 label) (thick 100mm) shop fixtures at the bottom of the pond, and floating with sand-cement slurry.Drowned flow artificial wet land 10 the superiors are the dirt bed of 20cm, and the wetland medium order below the dirt bed is formed (seeing Fig. 4,6) its cobble-stone particle diameter 8~16mm, ballast grain sizes 4~8mm by gravel, rubble and queen closer.Gravel bed mainly plays aproll, catchments and support water distributor 12 and header 13.Water distributor 12 is located in the wetland front end gravel bed, and caliber is 100mm, and the pipe bottom is equipped with the aperture that the aperture is 15mm, and apart from being 150mm, the aperture vertically downward in the heart in the hole.Gravel bed is buried header 13 underground in bottom, drowned flow artificial wet land 10 rear ends, is the pvc pipe of caliber 100mm, punching on the pipe, and aperture 15mm, the hole is in the heart apart from 150mm, and the end of rising pipe 14 connects the valve that can regulate water level with elbow, and water outlet gets in the pump well 15.Wetland plant is a Canna generalis Bailey.
4, resource utilization system: after becoming thoroughly decomposed in Heisui River as fertilizer sources is applied to this peasant household vegetable plot.Only need adjust the vacuum pump setting when using can realize semi-automation.Buck is after treatment as the irrigation water in vegetable plot.

Claims (5)

1. dispersant type domestic wastewater source separating treatment and method of resource is characterized in that: comprise step:
A) the vacuum economical toilet is set, or original conventional toilet is replaced with the vacuum economical toilet;
B) connect laying Heisui River pipeline in the outlet of vacuum economical toilet;
C) order is provided with vacuum tank, vacuum pump, Heisui River case in the pipeline of Heisui River; The box top, Heisui River is provided with the foul smell strainer;
D) the shared mains lighting supply power supply of vacuum economical toilet water source valve and vacuum pump;
After Heisui River case fermentation was sent in the Heisui River of E) collecting, as fertilizer sources used;
F) build grey water collection pipe road, the buck of collection is sent into grey water treatment system, behind preliminary sedimentation, and by the wetland natural filtration, wetland surface cultivated vegetation, buck after treatment can reach reuse standard, and water uses in doing.
2. the method for claim 1 is characterized in that: said Heisui River pipeline, the PPR pipe of employing caliber 50mm, whole pipeline employing thermal welding; Ash water collection pipe road, the pvc pipe of employing caliber 50mm.
3. the method for claim 1, it is characterized in that: said grey water treatment system comprises two kinds of forms:
A) contain pretreatment pool and complex media wetland; Pretreatment pool comprises grille well, preliminary sedimentation tank; Oil absorbent material is housed on the grille well, establishes fine fack in the grille well, grid spacing 3~5mm, the water outlet of process fine fack gets into preliminary sedimentation tank by top, and submersible pump is arranged at the preliminary sedimentation tank bottom, and submersible pump starts through liquid level switch control;
Submersible pump will be pumped to the complex media wetland above the water that leaves standstill of designated water level, and the complex media wetland is the vertical current infiltration wetland, natural filtration;
Be horizontally disposed with water distributor apart from complex media wetland upper surface 20~40cm place, water distributor vertically connects the complex media wetland, and its inlet is connected with the submersible pump rising pipe; Water distributor caliber 50mm, every separated 800mm is provided with orthogonal arm, branch diameter 25mm, the arm downside is uniformly distributed with through hole, arm lateral direction penetrating complex media wetland; Complex media wetland bottom is provided with header, caliber 100mm, and upside is uniformly distributed with through hole, vertically connects the complex media wetland, and the header water outlet is provided with the valve of regulating water level;
B) contain pretreatment pool, drowned flow artificial wet land and pump well; Pretreatment pool comprises grille well, oil trap, on cover plate is arranged; Establish fine fack in the grille well, grid spacing 3~5mm, the water outlet of process fine fack gets into oil trap by top, and there is the vertically disposed baffle plate of most pieces middle and upper part, oil trap pond, baffle plate lateral direction penetrating oil trap pond body; The water that leaves standstill that oil trap is overflowed covers pool wall entering drowned flow artificial wet land, and drowned flow artificial wet land is the horizontal flow current wetland, natural filtration;
Be horizontally disposed with water distributor apart from drowned flow artificial wet land upper surface 20~50cm place, caliber is 100mm, and downside has through hole, and water distributor is positioned at the wetland upper reaches, the lateral direction penetrating drowned flow artificial wet land; Header is established in drowned flow artificial wet land downstream bottoms, caliber 100mm, and upside has through hole, the lateral direction penetrating drowned flow artificial wet land, and header one end stretches out drowned flow artificial wet land and communicates with pump well, in the water outlet entering pump well.
4. method as claimed in claim 3 is characterized in that: said complex media wetland, and its filler is by gravel, rubble, coarse sand, wood chip, terra alba, artificial soil one of them or several kinds mix.
5. the method for claim 1 is characterized in that: the vegetation on said wetland surface is Chinese littleleaf box, Chinese rose or Canna generalis Bailey.
CN2009100878829A 2009-06-24 2009-06-24 Distributed domestic sewage source separation treatment and reclamation method Expired - Fee Related CN101928093B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009100878829A CN101928093B (en) 2009-06-24 2009-06-24 Distributed domestic sewage source separation treatment and reclamation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009100878829A CN101928093B (en) 2009-06-24 2009-06-24 Distributed domestic sewage source separation treatment and reclamation method

Publications (2)

Publication Number Publication Date
CN101928093A CN101928093A (en) 2010-12-29
CN101928093B true CN101928093B (en) 2012-05-16

Family

ID=43367587

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009100878829A Expired - Fee Related CN101928093B (en) 2009-06-24 2009-06-24 Distributed domestic sewage source separation treatment and reclamation method

Country Status (1)

Country Link
CN (1) CN101928093B (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102757158B (en) * 2012-08-07 2013-09-18 常州大学 Residence community domestic sewage treating system and method
CN104016546B (en) * 2014-06-18 2015-07-15 安徽省交通航务工程有限公司 Environment-friendly artificial wetland system for purifying dredging remained water/tail water
CN105036327B (en) * 2015-09-23 2018-05-25 农业部沼气科学研究所 Family purifying domestic sewage method
CN108328849A (en) * 2017-05-21 2018-07-27 青岛亚通达铁路设备有限公司 A kind of integrated Domestic sewage collecting and processing method and system
CN109293060B (en) * 2018-10-30 2021-10-12 中国海洋石油集团有限公司 Treatment process for double-cycle utilization of offshore platform domestic sewage
CN109455894A (en) * 2018-12-29 2019-03-12 徐曼 Rural toilet septic tank liquid manure and peasant household's sewage negative pressure collection system
CN111559465B (en) * 2020-05-15 2021-05-11 中船黄埔文冲船舶有限公司 Sewage collection device and method for saturated submersible ship
CN112125419B (en) * 2020-09-18 2022-07-15 中国科学院城市环境研究所 Distributed domestic sewage source separation and collection method for resource local preferential reuse and pollution load reduction

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101349072A (en) * 2008-06-05 2009-01-21 浙江真创机电科技有限公司 Vacuum system
CN101357810A (en) * 2008-08-28 2009-02-04 蔡海涛 Vacuum collection and vacuum treatment process of fecal sewage and equipment thereof
CN201258528Y (en) * 2008-09-03 2009-06-17 曹越 Vacuum type closet

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101349072A (en) * 2008-06-05 2009-01-21 浙江真创机电科技有限公司 Vacuum system
CN101357810A (en) * 2008-08-28 2009-02-04 蔡海涛 Vacuum collection and vacuum treatment process of fecal sewage and equipment thereof
CN201258528Y (en) * 2008-09-03 2009-06-17 曹越 Vacuum type closet

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
JP特开平11-181874A 1999.07.06
JP特开平9-125509A 1997.05.13

Also Published As

Publication number Publication date
CN101928093A (en) 2010-12-29

Similar Documents

Publication Publication Date Title
CN101928093B (en) Distributed domestic sewage source separation treatment and reclamation method
CN208578132U (en) A kind of dirty abandoned stream filter arrangement of Rain Garden rainwater-collecting section
CN104016542B (en) A kind of staged combined artificial wetland device for low-pollution water process
CN102219335B (en) Device for domestic sewage processing with earthworm soil diafiltration
CN109851165A (en) A kind of small-scale waste water treatment for reuse integration afforestation equipment and method
CN217077330U (en) Rural black grey water disconnect-type ecological treatment facility
CN204919755U (en) Rural dispersion sewage treatment and utilization system
CN102020399B (en) U-shaped overflow soil filtration treatment device for domestic sewage
CN108069569A (en) Combined removable bed clarifier
CN1312059C (en) Artificial wet land treating method and its equipment for life waste water
CN100484892C (en) Comhined-flow artificial wet land and its application system
CN105461167A (en) Ecological landscape type integrated garbage and sewage treatment system for villages and small towns
RU139140U1 (en) HOUSEHOLD WASTE DISPOSAL SYSTEM
CN201873597U (en) U-type overflowing domestic sewage soil-filtration processing unit
RU162932U1 (en) HOUSEHOLD WASTE DISPOSAL SYSTEM
CN104193100B (en) A kind of greening wall device and using method thereof with sewage treatment function
CN112159259A (en) Community septic tank sludge and kitchen garbage coprocessing system
RU134923U1 (en) HOUSEHOLD WASTE DISPOSAL SYSTEM
CN205773592U (en) Unpowered aerobic reactor
CN205188078U (en) Integration villages and small towns ecological landscape type rubbish sewage treatment system
CN215161419U (en) Rural domestic sewage distributed ecological treatment system
CN204079705U (en) A kind of greening wall device with sewage treatment function
CN104163515B (en) A kind of domestic sewage in rural areas simple process method
CN209797714U (en) Domestic sewage plant-soil treatment system
CN109110964A (en) A kind of kitchen and bath's sewage-treatment plant

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
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120516

Termination date: 20190624