CN103708674B - A kind of ductwork type ight soil and organic sewage refuse disposal installation - Google Patents

A kind of ductwork type ight soil and organic sewage refuse disposal installation Download PDF

Info

Publication number
CN103708674B
CN103708674B CN201310670850.8A CN201310670850A CN103708674B CN 103708674 B CN103708674 B CN 103708674B CN 201310670850 A CN201310670850 A CN 201310670850A CN 103708674 B CN103708674 B CN 103708674B
Authority
CN
China
Prior art keywords
pipe
rich water
anaerobic fermentation
efferent duct
anaerobism
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.)
Active
Application number
CN201310670850.8A
Other languages
Chinese (zh)
Other versions
CN103708674A (en
Inventor
陈初祥
陈诚
陈香阶
张航航
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.)
Guangdong Yong Bao Sheng Environmental Protection Technology Co., Ltd.
Original Assignee
YONGZHOU TIANYI ECOLOGICAL AGRICULTURE DEVELOPMENT Co Ltd
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 YONGZHOU TIANYI ECOLOGICAL AGRICULTURE DEVELOPMENT Co Ltd filed Critical YONGZHOU TIANYI ECOLOGICAL AGRICULTURE DEVELOPMENT Co Ltd
Priority to CN201310670850.8A priority Critical patent/CN103708674B/en
Publication of CN103708674A publication Critical patent/CN103708674A/en
Application granted granted Critical
Publication of CN103708674B publication Critical patent/CN103708674B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E50/00Technologies for the production of fuel of non-fossil origin
    • Y02E50/30Fuel from waste, e.g. synthetic alcohol or diesel

Landscapes

  • Processing Of Solid Wastes (AREA)
  • Treatment Of Sludge (AREA)

Abstract

A kind of ductwork type ight soil and organic sewage refuse disposal installation, comprising: anaerobic fermentation part, gravity filtration part and rich water transport portion. Described anaerobic fermentation part comprises: the first collection bend pipe, anaerobic fermentation pipe, biogas efferent duct, biogas are got air valve, second and collected bend pipe, efferent duct bottom surface, filter passage, rich water discharge bend pipe, first collects bend pipe connects anaerobic fermentation pipe, on anaerobic fermentation pipe, be connected with biogas efferent duct, on biogas efferent duct, biogas is installed and gets air valve, efferent duct bottom surface is arranged at the bottom of biogas efferent duct, on efferent duct bottom surface, there is filter passage, on anaerobic fermentation pipe, be connected with a plurality of second and collect bend pipe, the right-hand member of anaerobic fermentation pipe is connected with rich water and discharges bend pipe. It can get up it in the very first time with seal for pipe joints, and was discharged by time first in first out, lengthened pipeline simultaneously and was passed to the place that field etc. needs.

Description

A kind of ductwork type ight soil and organic sewage refuse disposal installation
Technical field
The present invention relates to sewage purifier, particularly a kind of ductwork type ight soil and organic sewage refuse disposal installation that a kind of environmental protection is used.
Background technology
At present, the human and animal excreta that China town and country produce and organic sewage rubbish are not mostly processed in time, just directly arrange enter in river, in lake or in the sea, do like this and not only waste but also contaminated environment. Although rural area some places have been built methane-generating pit, be also small part ground recycling, although city Jian Liao sewage treatment plant has also just used its slag mud. The human and animal excreta in town and country and organic sewage rubbish, be originally agriculture fertilizer, or the first-class raw material of biogas. The blowdown pipe trench in town and country, because sewage flow time is long and pipeline blow-by, biogas is run away and is not utilized. Ight soil and organic sewage partly permeate the ground, and polluted underground water is discharged into rivers,lakes and seas exactly after sewage treatment plant processes, and do so extremely waste, polluted water again.
The large Miniature biomass pool that establish in town and country, is mostly round tank or pond, and sewage turnover flow time is short, cannot ensure the first in first out of arrangement sequentially of human and animal excreta and organic sewage rubbish, the part material complete aerogenesis that can not fully ferment, is just discharged from, can't resolve the fertile problem in odor pollution and slaking natural pond, and methane-generating pit easily crusts, difficult stirring, design is complicated, construction is difficult, and the time is long, and construction cost is high, rich water does not utilize, and causes secondary environmental pollution.
No matter be the methane-generating pit built of rural area or the sewage treatment plant in city, their common shortcomings are all: do not consider just sewage to be sealed in the very first time, fully ferment fully, solve foul smell, recycle substantially, more it does not importantly have basic solution to derive from ight soil and the pollution problem of organic sewage rubbish to water.
Summary of the invention
The object of the invention is to overcome the above-mentioned deficiency of prior art and a kind of ductwork type ight soil and organic sewage refuse disposal installation are provided, can it be got up with seal for pipe joints in the very first time, and discharged by time first in first out, lengthen pipeline simultaneously and be passed to the place that field etc. needs
Technical scheme of the present invention is: a kind of ductwork type ight soil and organic sewage refuse disposal installation, comprising: anaerobic fermentation part, gravity filtration part and rich water transport portion.
Described anaerobic fermentation part comprises: the first collection bend pipe, anaerobic fermentation pipe, biogas efferent duct, biogas are got air valve, second and collected bend pipe, efferent duct bottom surface, filter passage, rich water discharge bend pipe, first collects bend pipe connects anaerobic fermentation pipe, on anaerobic fermentation pipe, be connected with biogas efferent duct, on biogas efferent duct, biogas is installed and gets air valve, efferent duct bottom surface is arranged at the bottom of biogas efferent duct, on efferent duct bottom surface, there is filter passage, on anaerobic fermentation pipe, be connected with a plurality of second and collect bend pipe, the right-hand member of anaerobic fermentation pipe is connected with rich water and discharges bend pipe.
Anaerobic fermentation pipe comprises: the right-hand member of the first anaerobism extension tube, the second anaerobism extension tube, the first anaerobism collecting pipe, the second anaerobism collecting pipe, the first anaerobism collecting pipe is connected with the first anaerobism extension tube, the right-hand member of the first anaerobism extension tube is connected with the second anaerobism collecting pipe, the right-hand member of the second anaerobism collecting pipe is connected with the second anaerobism extension tube, the middle part of the first anaerobism collecting pipe and the second anaerobism collecting pipe is connected with a plurality of second and collects bend pipe, and the middle part of the first anaerobism collecting pipe and the second anaerobism collecting pipe is connected with a plurality of biogas efferent ducts.
Described rich water is discharged bend pipe and is comprised: bend pipe recess, rich water outlet, the right-hand member of bend pipe recess is connected with rich water outlet.
Anaerobic fermentation pipe is embedded in underground or on the ground, bend pipe recess is first bent downwardly and is bent upwards, the lowest part of bend pipe recess than the low 30cm of highest point, rich water outlet ratio detest the high 30cm of the second anaerobism extension tube, biogas efferent duct stretches into 1cm in anaerobic fermentation pipe.
Described gravity filtration part comprises: multiple filtration net, filtering ponds, rich water outlet, rich water storage pool, filtering ponds are that the middle part of circle or square container, filtering ponds is provided with multiple filtration net, rich water is discharged bend pipe and stretched into gravity filter tank inside, the lower side of filtering ponds has rich water outlet, rich water storage pool is positioned at the adjacency of filtering ponds, and between filtering ponds and rich water storage pool, eutrophic water outlet in earthing is communicated with.
Described rich water transport portion comprises: water pump, rich water efferent duct, rich water output valve, and water pump is arranged on the bottom of rich water storage pool, and water pump connects rich water efferent duct, and a plurality of rich water output valves are installed on rich water efferent duct.
The further technical scheme of the present invention is: rich water outlet is than the second anaerobism extension tube level high 10 to 30cm. Biogas efferent duct stretches into 3cm in anaerobic fermentation pipe.
The further technical scheme of the present invention is: rich water outlet exceeds 20cm than the second anaerobism extension tube.
The further technical scheme of the present invention is: biogas efferent duct stretches into the interior 2cm of anaerobic fermentation pipe 2.
The further technical scheme of the present invention is: anaerobic fermentation pipe is 5 ° along drainage flow direction angle of inclination, and ight soil and the organic sewage rubbish mobile time in anaerobic fermentation pipe is 15 days to 30 days.
The present invention compared with prior art has following features: the low pressure feed water tubing of traditional packing less open drain and blow-off pipe being used instead to corrosion resistant seals, directly with the blow-off pipe connection of every family, community, hotel, hotel, food processing factory, cultivation column home etc., just seal it off in the very first time, adopt the promotion Transfer method of gravity drop gravity flow low pressure to transport sewage, ight soil and organic sewage rubbish, in the anaerobism walking in pipe process of sealing, complete blowdown, aerogenesis, product fertilizer, gas transmission, defeated fertile five functions simultaneously. Anaerobic fermentation pipeline bendable can be straight, can be overlapping, can singly spread, and multitube is laid side by side, adapts to various ground type and installs, and adapts to that new old city is filled out, installation and the transformation of rural, big or small plant. Whole system is changeable, arrives greatly any one big city, little of single household. Its collection blowdown, aerogenesis, product fertilizer, gas transmission and defeated fertile five in one, can solve the problem that totle drilling cost is high effectively. The construction cost of this technology is more much lower than now traditional biogas and sewage treatment plant, can fully effectively recycle simply, and economic benefit is well imagined. Because adopting current ripe corrosion resistant tubing, lightweight, easily install, building time is short, treatable sewage type is extensive, as: just the washing dish, wash pot, wash dish, dish water of people domestic animals, kitchen, all organic matters such as brewageed and all can be processed at vegetables Disabled material, rotten fruit, hay, green grass, stalk, food processing, but also can establish charging aperture and escape pipe at any one, in field, the many places such as edge of a field, tourist attractions, road set up lavatory and organic waste collection and treatment mouth. The same with water supply pipe as natural gas line, UNICOM's radiation of network type is carried, and rich water is delivered to field, orchard, and grassland, allows plant purify these sewage, can obtain again biogas simultaneously, solves most clean energy resource problem.
Below in conjunction with the drawings and specific embodiments, detailed structure of the present invention is further described.
Brief description of the drawings
Accompanying drawing 1 is the structural representation of anaerobic fermentation part;
Accompanying drawing 2 is rich water transport section structural representation;
Accompanying drawing 3 for efferent duct bottom surface amplify after structural representation.
Detailed description of the invention
Embodiment mono-:
As shown in drawings: a kind of ductwork type ight soil and organic sewage refuse disposal installation, comprising: anaerobic fermentation part, gravity filtration part and rich water transport portion.
Described anaerobic fermentation part comprises: first collects bend pipe 1, anaerobic fermentation pipe 2, biogas efferent duct 3, biogas is got air valve 4, second collects bend pipe 5, efferent duct bottom surface 6, filter passage 6-1, rich water is discharged bend pipe 7, first collects bend pipe 1 connects anaerobic fermentation pipe 2, on anaerobic fermentation pipe 2, be connected with biogas efferent duct 3, biogas is installed on biogas efferent duct 3 and gets air valve 4, efferent duct bottom surface 6 is arranged at the bottom of biogas efferent duct 3, on efferent duct bottom surface 6, there is filter passage 6-1, on anaerobic fermentation pipe 2, be connected with several the second collection bend pipes 5, the right-hand member of anaerobic fermentation pipe 2 is connected with rich water and discharges bend pipe 7.
Anaerobic fermentation pipe 2 comprises: the first anaerobism extension tube 2-1, the second anaerobism extension tube 2-2, the first anaerobism collecting pipe 2-3, the second anaerobism collecting pipe 2-4, the right-hand member of the first anaerobism collecting pipe 2-3 is connected with the first anaerobism extension tube 2-1, the right-hand member of the first anaerobism extension tube 2-1 is connected with the second anaerobism collecting pipe 2-4, the right-hand member of the second anaerobism collecting pipe 2-4 is connected with the second anaerobism extension tube 2-2, the middle part of the first anaerobism collecting pipe 2-3 and the second anaerobism collecting pipe 2-4 is connected with some second and collects bend pipe 5, the middle part of the first anaerobism collecting pipe 2-3 and the second anaerobism collecting pipe 2-4 is connected with some biogas efferent ducts 3.
Described rich water is discharged bend pipe 7 and is comprised: bend pipe recess 7-1, rich water outlet 7-2, the right-hand member of bend pipe recess 7-1 is connected with rich water outlet 7-2.
Anaerobic fermentation pipe 2 is embedded in underground or ground, bend pipe recess 7-1 is first bent downwardly and is bent upwards, the lowest part of bend pipe recess 7-1 than the low 30cm of highest point, rich water outlet 7-2 ratio detest the high 30cm of the second anaerobism extension tube 2-2, biogas efferent duct 3 stretches into the interior 1cm of anaerobic fermentation pipe 2.
Described gravity filtration part comprises: multiple filtration net 8, filtering ponds 9, rich water outlet 9-1, rich water storage pool 10, filtering ponds 9 are for the middle part of circle or square container, filtering ponds 9 is provided with multiple filtration net 8, rich water is discharged bend pipe 7 and stretched into gravity filter tank 9 inside, the lower side of filtering ponds 9 has rich water outlet 9-1, rich water storage pool 10 is positioned at the adjacency of filtering ponds 9, and between filtering ponds 9 and rich water storage pool 10, earthing eutrophic water outlet 9-1 is communicated with.
Described rich water transport portion comprises: water pump 11, rich water efferent duct 12, rich water output valve 13, and water pump 11 is arranged on the bottom of rich water storage pool 10, and water pump 11 connects rich water efferent duct 12, and several rich water output valves 13 are installed on rich water efferent duct 12.
Embodiment bis-:
Other is identical with embodiment mono-, and rich water outlet 7-2 is than the second anaerobism extension tube 2-2 level high 10 to 30cm. Biogas efferent duct 3 stretches into the interior 3cm of anaerobic fermentation pipe 2.
In the time that relatively rich water outlet 7-2 exceeds 20cm than the second anaerobism extension tube 2-2, effect is best. Through relatively, really best when biogas efferent duct 3 stretches into anaerobic fermentation pipe 2 interior 2cm.
Embodiment tri-:
Other is identical with embodiment mono-, and anaerobic fermentation pipe 2 is 5 ° along drainage flow direction angle of inclination, and ight soil and the organic sewage rubbish mobile time in anaerobic fermentation pipe is 15 days to 30 days.
Operation principle of the present invention and using method are: ight soil and organic sewage refuse collection enter the first collection bend pipe 1 flow through the first anaerobism collecting pipe 2-3, the first anaerobism extension tube 2-1, the second anaerobism collecting pipe 2-4 and the second anaerobism extension tube 2-2, the time needing with all abundant fermentation gas of raw material lengthens the second anaerobism extension tube 2-2, and the first anaerobism collecting pipe 2-3 and the second anaerobism collecting pipe 2-4 collect different ight soil and organic sewage rubbish.
Biogas efferent duct 3 Shens enter the interior 2cm of anaerobic fermentation pipe 2, make efferent duct bottom surface 6 in drainage flow place, can ensure to filter passage 6-1 place and can not block because the solids in sewage condenses.
Sewage flows very slow in anaerobic fermentation pipe 2, has a long sweat. The biogas producing in this process, derive and utilize by biogas efferent duct 3, the liquid part of ight soil and organic sewage rubbish completely of fermenting enters filtering ponds 9, export 9-1 by rich water again and enter rich water storage pool 10, extract out by rich water efferent duct 12 and be transported to the place that needs rich water by water pump 11, as orchard, field, the woods etc.

Claims (10)

1. ductwork type ight soil and an organic sewage refuse disposal installation, is characterized in that: it comprises anaerobic fermentation part, gravity filtration part and rich water transport portion; Described anaerobic fermentation part comprises: the first collection bend pipe, anaerobic fermentation pipe, biogas efferent duct, biogas are got air valve, second and collected bend pipe, efferent duct bottom surface, filter passage, rich water discharge bend pipe, first collects bend pipe connects anaerobic fermentation pipe, on anaerobic fermentation pipe, be connected with biogas efferent duct, on biogas efferent duct, biogas is installed and gets air valve, efferent duct bottom surface is arranged at the bottom of biogas efferent duct, on efferent duct bottom surface, there is filter passage, on anaerobic fermentation pipe, be connected with a plurality of second and collect bend pipe, the right-hand member of anaerobic fermentation pipe is connected with rich water and discharges bend pipe.
2. a kind of ductwork type ight soil according to claim 1 and organic sewage refuse disposal installation, it is characterized in that: anaerobic fermentation pipe comprises: the first anaerobism extension tube, the second anaerobism extension tube, the first anaerobism collecting pipe, the second anaerobism collecting pipe, the right-hand member of the first anaerobism collecting pipe is connected with the first anaerobism extension tube, the right-hand member of the first anaerobism extension tube is connected with the second anaerobism collecting pipe, the right-hand member of the second anaerobism collecting pipe is connected with the second anaerobism extension tube, the middle part of the first anaerobism collecting pipe and the second anaerobism collecting pipe is connected with a plurality of second and collects bend pipe, the middle part of the first anaerobism collecting pipe and the second anaerobism collecting pipe is connected with a plurality of biogas efferent ducts.
3. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal installation, is characterized in that: described rich water is discharged bend pipe and comprised: bend pipe recess, rich water outlet, the right-hand member of bend pipe recess is connected with rich water outlet.
4. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal installation, it is characterized in that: anaerobic fermentation pipe is embedded in underground or ground, bend pipe recess is first bent downwardly and is bent upwards, the lowest part of bend pipe recess than the low 30cm of highest point, rich water outlet ratio detest the high 30cm of the second anaerobism extension tube, biogas efferent duct stretches into 1cm in anaerobic fermentation pipe.
5. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal installation, it is characterized in that: described gravity filtration part comprises multiple filtration net, filtering ponds, rich water outlet, rich water storage pool, filtering ponds are that the middle part of circle or square container, filtering ponds is provided with multiple filtration net, rich water is discharged bend pipe and stretched into gravity filter tank inside, the lower side of filtering ponds has rich water outlet, rich water storage pool is positioned at the adjacency of filtering ponds, between filtering ponds and rich water storage pool, is exported and is communicated with by rich water.
6. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal installation, it is characterized in that: described rich water transport portion comprises water pump, rich water efferent duct, rich water output valve, water pump is arranged on the bottom of rich water storage pool, water pump connects rich water efferent duct, and a plurality of rich water output valves are installed on rich water efferent duct.
7. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal installation, is characterized in that: rich water outlet is than the second anaerobism extension tube level high 10 to 30cm, and biogas efferent duct stretches into 3cm in anaerobic fermentation pipe.
8. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal installation, is characterized in that: rich water outlet exceeds 20cm than the second anaerobism extension tube.
9. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal installation, is characterized in that: biogas efferent duct stretches into the interior 2cm of anaerobic fermentation pipe 2.
10. a kind of ductwork type ight soil according to claim 1 and 2 and organic sewage refuse disposal installation, it is characterized in that: anaerobic fermentation pipe is 5 ° along drainage flow direction angle of inclination, ight soil and the organic sewage rubbish mobile time in anaerobic fermentation pipe is 15 days to 30 days.
CN201310670850.8A 2013-12-12 2013-12-12 A kind of ductwork type ight soil and organic sewage refuse disposal installation Active CN103708674B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310670850.8A CN103708674B (en) 2013-12-12 2013-12-12 A kind of ductwork type ight soil and organic sewage refuse disposal installation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310670850.8A CN103708674B (en) 2013-12-12 2013-12-12 A kind of ductwork type ight soil and organic sewage refuse disposal installation

Publications (2)

Publication Number Publication Date
CN103708674A CN103708674A (en) 2014-04-09
CN103708674B true CN103708674B (en) 2016-05-18

Family

ID=50402076

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310670850.8A Active CN103708674B (en) 2013-12-12 2013-12-12 A kind of ductwork type ight soil and organic sewage refuse disposal installation

Country Status (1)

Country Link
CN (1) CN103708674B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108726676A (en) * 2017-04-21 2018-11-02 湖南山河美生物环保科技股份有限公司 One-stop AO degradations high-concentration sewage resource utilization system
CN107881091A (en) * 2017-11-21 2018-04-06 孙永琳 A kind of closed type temperature controlled pipeline organic waste of intelligence, sewage natural pond gas generating system
CN107904145A (en) * 2017-11-21 2018-04-13 孙永琳 A kind of closed type temperature controlled pipeline organic waste of intelligence and apparatus for treating sewage
CN111153575A (en) * 2019-12-12 2020-05-15 湖南福瑞来环保节能科技有限公司 Intestines and stomach formula living beings energy conversion device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201648178U (en) * 2010-01-27 2010-11-24 刘明江 A new type of community sewage anaerobic purification device
CN102010104A (en) * 2010-11-30 2011-04-13 广济药业(孟州)有限公司 Method for treating riboflavin fermentation waste water
CN203683316U (en) * 2013-12-12 2014-07-02 永州市天一生态农业开发有限公司 Pipeline-network type faeces, organic sewage and garbage treatment apparatus

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5939395A (en) * 1982-08-27 1984-03-03 Mitsubishi Kakoki Kaisha Ltd Treatment of ammonia nitrogen-contg. waste water
KR101092017B1 (en) * 2008-12-08 2011-12-09 주식회사 이지바이오시스템 The Working Method of Continuous Thermophilic Anaerobic Co-Phase Digestion System using Waste Activated Sludge

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201648178U (en) * 2010-01-27 2010-11-24 刘明江 A new type of community sewage anaerobic purification device
CN102010104A (en) * 2010-11-30 2011-04-13 广济药业(孟州)有限公司 Method for treating riboflavin fermentation waste water
CN203683316U (en) * 2013-12-12 2014-07-02 永州市天一生态农业开发有限公司 Pipeline-network type faeces, organic sewage and garbage treatment apparatus

Also Published As

Publication number Publication date
CN103708674A (en) 2014-04-09

Similar Documents

Publication Publication Date Title
CN103289885B (en) Intestinal-tract type biogas generating system
Tzanakakis et al. The history of land application and hydroponic systems for wastewater treatment and reuse
CN102718355B (en) Breeding pollution discharge treatment system and treatment method thereof
CN103708674B (en) A kind of ductwork type ight soil and organic sewage refuse disposal installation
CN104860491B (en) A kind of separation integrated treatment of domestic sewage in rural areas source utilizes system
CN103351092A (en) Method and equipment for harmlessly treating and utilizing livestock feces on large-scale livestock farm
CN104140183A (en) New rural domestic sewage treatment system
CN102320714B (en) Method and system for recycling wastes
CN217868543U (en) Unpowered treatment system for rural domestic sewage
CN104710092A (en) Plastic steel biogas septic tank
CN203683316U (en) Pipeline-network type faeces, organic sewage and garbage treatment apparatus
CN203360437U (en) Intestinal tract type methane generation system
CN203683326U (en) Device for treating kitchen/toilet drainage
CN108220134B (en) An ecological farm straw recycling fermentation biogas system
CN105461167A (en) An integrated village and town ecological landscape garbage sewage treatment system
CN104860398B (en) Intensive device and its method of construction for processing domestic sewage in rural areas
CN101220333A (en) Sludge gas technique of city dejecta
CN105217889A (en) A kind of grease impurity and sewerage integrated purification system
CN204644066U (en) Livestock culture industry waste water high-efficiency treatment unit
CN105481171B (en) Unit equipment associated with a kind of more family sanitary sewage hydrolytic tanks and more processing units
CN203678822U (en) Integrated kitchen garbage and water drainage treatment device
CN103739166A (en) Method and device for treating water drained from kitchens and bathrooms
CN201109747Y (en) Anaerobic-aerobic treatment system apparatus for countryside domesticity sewage
CN208726888U (en) A kind of municipal works environment-friendly type sanitary wastewater multi-stage treatment units
CN205188091U (en) Large capacity marsh gas night -soil bucket

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
TR01 Transfer of patent right

Effective date of registration: 20171122

Address after: Two cross road 510000 Guangdong city of Guangzhou province Tianhe District Village No. 8 on the south side of room 205 (only for office use)

Patentee after: Guangdong Yong Bao Sheng Environmental Protection Technology Co., Ltd.

Address before: 425000 Yongzhou province Hunan city Lingling District new estuary Nanjindu Hydropower Station

Patentee before: Yongzhou Tianyi Ecological Agriculture Development Co., Ltd.

TR01 Transfer of patent right