CN112246822A - Oxygen therapy aeration system for accelerating stabilization of refuse landfill - Google Patents

Oxygen therapy aeration system for accelerating stabilization of refuse landfill Download PDF

Info

Publication number
CN112246822A
CN112246822A CN202010877926.4A CN202010877926A CN112246822A CN 112246822 A CN112246822 A CN 112246822A CN 202010877926 A CN202010877926 A CN 202010877926A CN 112246822 A CN112246822 A CN 112246822A
Authority
CN
China
Prior art keywords
aeration
oxygen therapy
gas
stabilization
well
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202010877926.4A
Other languages
Chinese (zh)
Inventor
戴昕
刘军
赵慧慧
宫建瑞
郭燕
王艳朋
张小赛
潘天骐
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.)
Nanjing Wondux Environmental Protection Technology Co ltd
Original Assignee
Nanjing Wondux Environmental Protection Technology 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 Nanjing Wondux Environmental Protection Technology Co ltd filed Critical Nanjing Wondux Environmental Protection Technology Co ltd
Priority to CN202010877926.4A priority Critical patent/CN112246822A/en
Publication of CN112246822A publication Critical patent/CN112246822A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B09DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09BDISPOSAL OF SOLID WASTE NOT OTHERWISE PROVIDED FOR
    • B09B1/00Dumping solid waste
    • B09B1/004Covering of dumping sites

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

The invention discloses an oxygen therapy aeration system for accelerating stabilization of a landfill body of a refuse landfill. The aeration fan aerates the layered oxygen-transferring aeration wells vertically distributed in the garbage pile body through the gas-transferring pipeline; and the gas concentration in the garbage dump body fed back by the layered monitoring well is combined, and the gas quantity injected into each layer of garbage dump body is regulated through a gas regulating valve and a gas flowmeter. Through the oxygen-transferring aeration system, the air is respectively and quantitatively injected into the gas injection pipes at different levels by combining the data of oxygen concentration, temperature and humidity and the like in the garbage at different levels fed back by the on-line monitoring device, so that the purposes of quantitative gas distribution at different depths and uniform gas distribution at the same level are achieved, and the stabilization speed of the garbage pile in the landfill site is accelerated.

Description

Oxygen therapy aeration system for accelerating stabilization of refuse landfill
Technical Field
The invention belongs to the technical field of household garbage treatment, and particularly relates to an oxygen therapy aeration system for accelerating stabilization of a landfill body of a garbage landfill.
Background
The stabilization of the garbage stack in the landfill site is accelerated, the release of garbage pollutants can be reduced or eliminated in a short time, and the problem of long-term pollution of the garbage stack site is solved from the source. Oxygen therapy and aeration are the main regulation and control means for accelerating the stabilization of the garbage. However, because the density of the garbage is not uniformly distributed, the conventional oxygen-transferring aeration deep well is difficult to uniformly inject air into the garbage dump, and how to realize uniform distribution of air in the garbage dump at different levels is a difficult problem for accelerating the application of the stabilization technology of the garbage landfill.
Disclosure of Invention
The technical problem to be solved by the invention is to provide an oxygen therapy aeration system for accelerating stabilization of a landfill body, which can quickly and effectively inject air into a target garbage layer in a quantitative manner by combining real-time online monitoring feedback data, so that the oxygen concentration in the landfill body reaches the optimal in-situ aerobic stabilization condition. The oxygen-delivery aeration system overcomes the defects that layered gas injection cannot be performed on the garbage dump in the prior art, and the problem that the gas-water ratio in the garbage dump at different depths cannot reach the optimal in-situ aerobic stabilization is solved.
The technical scheme provided by the invention for solving the technical problems is as follows:
an oxygen therapy aeration system for accelerating stabilization of a landfill body of a refuse landfill comprises an oxygen therapy aeration well, a gas flowmeter, a gas regulating valve, a layered monitoring well, data acquisition terminal equipment, an aeration fan and a gas transmission pipeline. The aeration fan aerates the layered oxygen-transferring aeration wells vertically distributed in the garbage pile body through the gas-transferring pipeline; and the gas concentration in the garbage dump body fed back by the layered monitoring well is combined, and the gas quantity injected into each layer of garbage dump body is regulated through a gas regulating valve and a gas flowmeter.
The oxygen therapy aeration well comprises an oxygen therapy aeration well pipe, a gas injection pipe, an interlayer partition plate and a gravel filler. The interlayer partition plates are positioned in the oxygen therapy aeration well pipe and divide the oxygen therapy aeration well pipe into a plurality of layers, and each layer is a cylindrical cavity which is sealed up and down. One end of each of the plurality of gas injection pipes is connected with the out-of-well fan, and the other end of each of the plurality of gas injection pipes penetrates through the interlayer partition plate to reach the depth of the corresponding target garbage layer. The gravel filler is filled around the oxygen therapy aeration well pipe.
Furthermore, the oxygen therapy aeration well pipe is a slotted sieve pipe which adopts a spiral slot arrangement mode; and cutting a seam on the slotted screen pipe by using a mechanical cutter or a laser mode, wherein the cutting seam adopts a trapezoidal slot form.
Furthermore, the slotted groove of the slotted sieve tube of the oxygen therapy aeration well is a trapezoidal slot with the outer width of 1.5mm and the inner width of 2.1mm, the length of the slotted slot is 45mm, and the distance between the slotted slots is 1.5 mm.
Furthermore, the oxygen therapy aeration well pipe is an HDPE pipe, a PE pipe or a steel pipe.
Further, the distance between the oxygen-conveying aeration wells is determined according to the influence radius of the oxygen-conveying aeration wells, and the distance between adjacent oxygen-conveying aeration wells is 15-30 m; the influence range of the oxygen-transferring aeration wells is the area of circles with the distance as the radius, and the number of the oxygen-transferring aeration wells needing to be distributed in the refuse landfill is determined according to the area of the refuse landfill and the influence range of the oxygen-transferring aeration wells.
Furthermore, the interlayer partition plate is a prefabricated partition plate and is arranged in the position, which is flush with the topmost end of the target garbage layer, in the well pipe of the oxygen therapy aeration well.
Further, the gas flowmeter is mounted on the gas injection pipe and is a vortex gas flowmeter.
Furthermore, the outer side of the slotted sieve tube of the oxygen-transferring aeration well is wrapped with a geogrid, and the specification of the geogrid is 1500mm by 1500 mm.
Furthermore, the particle size of the crushed stone in the crushed stone filler is 30-60 mm.
Further, the gas flowmeter is a vortex gas flowmeter; the gas regulating valve is a ball valve and is made of stainless steel.
Furthermore, the layered monitoring well comprises a plurality of multi-parameter gas sensors, and the gas concentration, the temperature, the humidity and the like of the garbage pile body can be monitored in a layered mode. The multi-parameter gas sensor is connected with a data acquisition terminal device, and the data acquisition terminal device is a data acquisition device and is provided with a Central Processing Unit (CPU), a read-only memory (ROM), a read-write memory (RAM), a keyboard and a screen display. The automatic device has the functions of on-site real-time data acquisition and processing. The system has the functions of real-time acquisition, automatic storage, instant display, instant feedback, automatic processing and automatic transmission.
Furthermore, 2-6 layered monitoring wells are arranged in the refuse landfill, and the positions of the layered monitoring wells are uniformly distributed on a refuse landfill pile body.
Compared with the prior art, the invention has the beneficial characteristics that:
(1) through setting up oxygen therapy aeration well and layering monitoring well, can carry out quantitative aeration to the rubbish heap body according to the real-time condition in the rubbish heap body of monitoring well feedback, be favorable to making the rubbish heap body that is located different levels reach stable state fast.
(2) The oxygen transfer aeration well is divided into a plurality of independent gas injection layers by arranging a prefabricated interlayer partition plate in the oxygen transfer aeration well pipe, and the gas injection amount of the target garbage layer can be respectively regulated and controlled.
(3) The well pipe of the oxygen-transferring aeration well adopts a spiral slotted sieve pipe, so that the service life of the sieve pipe is ensured, and the anti-blocking capacity of the sieve pipe is improved by adopting a trapezoidal slotted groove form for a cutting slot.
Drawings
FIG. 1 is a schematic view of an oxygen-delivering aeration system for accelerating stabilization of a landfill body according to the present invention.
Fig. 2 is a schematic structural diagram of an oxygen therapy aeration well of the oxygen therapy aeration system for accelerating stabilization of the landfill body of the refuse landfill.
FIG. 3 is a schematic view of a trapezoidal slit of a slotted sieve tube of an oxygen-delivery aeration well of the oxygen-delivery aeration system for accelerating stabilization of a landfill body of a refuse landfill.
Wherein: 1. the system comprises an oxygen-transferring aeration well (101, an oxygen-transferring aeration well pipe, 102, a gas injection pipe, 103, an interlayer separation plate, 104, gravel filler), 2, a gas flowmeter, 3, a gas regulating valve, 4, a layered monitoring well, 5, data acquisition terminal equipment, 6, an aeration fan and 7, a gas transmission pipeline.
Detailed Description
The present invention will be described in further detail with reference to the following detailed description and drawings, but the scope of the present invention is not limited thereto.
Referring to fig. 1, an oxygen therapy aeration system for accelerating stabilization of a landfill body comprises an oxygen therapy aeration well 1, a gas flowmeter 2, a gas regulating valve 3, a layered monitoring well 4, a data acquisition terminal device 5, an aeration fan 6 and a gas transmission pipeline 7. The aeration fan 6 aerates the layered oxygen-transferring aeration wells 1 vertically distributed in the garbage pile through gas-transferring pipelines 7; and the gas concentration in the garbage dump body fed back by the layered monitoring well 4 is combined, and the gas quantity injected into each layer of garbage dump body is regulated through the gas regulating valve 3 and the gas flowmeter 2.
As shown in FIG. 2, the oxygen aeration well 1 comprises an oxygen aeration well pipe 101, a gas injection pipe 102, an interlayer separator plate 103, and a crushed stone filler 104.
In this embodiment, the landfill waste pile body is divided into three layers, 3 interlayer partition plates 103 are arranged in the oxygen therapy aeration well pipe 101, the interlayer partition plates 103 are prefabricated partition plates, the oxygen therapy aeration well pipe 101 is divided into three layers at the position flush with the topmost end of a target waste layer in the oxygen therapy aeration well pipe 101, and each layer is a cylindrical cavity body which is closed up and down. 3 gas injection pipes 102, namely a first gas injection pipe, a second gas injection pipe and a third gas injection pipe, are introduced into the oxygen therapy aeration well casing 101 and are sequentially positioned in the oxygen therapy aeration well casing from top to bottom, one end of each gas injection pipe 102 is respectively connected with an outdoor fan, the other end of each first gas injection pipe penetrates through the interlayer partition plate 103 to reach the first garbage layer, the other end of each second gas injection pipe penetrates through the interlayer partition plate 103 to reach the second garbage layer, and the other end of each third gas injection pipe penetrates through the interlayer partition plate 103 to reach the third garbage layer. In order to facilitate regulation of the amount of gas injected into each layer, a gas flowmeter is installed on each of the 3 gas injection pipes 102.
In the present embodiment, the oxygen aeration well pipe 101 is a slotted screen pipe, and is made of HDPE pipe, PE pipe, or steel pipe.
In the embodiment, the area of the refuse landfill is 60 mu, and the distance between the adjacent oxygen-transferring aeration wells 1 is 20 m; the number of the oxygen aeration wells is 32.
Preferably, the gas flow meter is a vortex gas flow meter.
Preferably, in order to ensure the operation safety and the service life of the screen pipe, the slotted screen pipe is in the form of spirally distributed slots.
In the present embodiment, the slotted screen is cut into slots by a mechanical cutter or laser, preferably in the form of trapezoidal slots as shown in fig. 3 in order to improve the anti-clogging capability of the screen.
In the embodiment, the slotted groove of the slotted sieve tube of the oxygen transfer aeration well is a trapezoidal slot with the outer width of 1.5mm and the inner width of 2.1mm, the slotted length is 45mm, and the slot interval is 1.5 mm.
Preferably, in order to prevent the garbage in the garbage pile from blocking the oxygen transfer aeration well pipe 101, a geogrid is wrapped outside a slotted sieve pipe of the oxygen transfer aeration well, and the specification of the geogrid is 1500mm by 1500 mm; the particle size of the crushed stone in the crushed stone filler 104 is 30-60 mm.
The system works as follows:
and quantitatively inputting air by combining the oxygen concentration and the temperature and humidity of the garbage piles at different levels fed back by the data acquisition terminal equipment of the layered monitoring well. Firstly, opening a gas regulating valve 3, simultaneously starting an aeration fan 1 to carry out oxygen transfer aeration on the garbage pile bodies positioned at different layers, carrying out oxygen transfer aeration on gas to corresponding target garbage layers through gas injection pipes 102 positioned at different layers, and enabling the gas entering an oxygen transfer aeration well to enter the garbage pile bodies along a trapezoidal seam on a well pipe so as to achieve the purpose of carrying out layered aeration on the garbage pile bodies.
The innovation point and the achieved effect of the invention are as follows:
the layered gas injection of the oxygen therapy aeration well is realized by utilizing 'one well with multiple layers', and the in-situ aerobic stabilization efficiency is improved. The system has the advantages that one well is divided into a plurality of layers, and air is quantitatively injected into the gas injection pipes at different levels respectively by combining data such as oxygen concentration, water content, temperature and the like in the garbage at different levels fed back by the online monitoring device, so that the purposes of quantitative gas distribution at different depths and uniform gas distribution at the same level are achieved, and the stabilization speed of the garbage pile of the landfill site is accelerated.
The foregoing is a more detailed description of the present invention that is presented in conjunction with specific embodiments, and the practice of the invention is not to be considered limited to those descriptions. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention shall fall within the protection scope of the present invention.

Claims (10)

1. An oxygen therapy aeration system for accelerating the stabilization of a refuse landfill is characterized by comprising a plurality of oxygen therapy aeration wells, aeration fans and gas transmission pipelines which are arranged in the refuse landfill; the well casing of oxygen therapy aeration well is the screen pipe, is equipped with the division board between a plurality of layer in the screen pipe, and the division board between a plurality of layer is located the top on different target rubbish layers respectively, cuts apart oxygen therapy aeration well into a plurality of upper and lower confined cavity, and a plurality of cavity is connected aeration fan through different gas transmission pipeline respectively.
2. The oxygen therapy aeration system for accelerating stabilization of a refuse landfill according to claim 1, wherein the distance between adjacent oxygen therapy aeration wells is 15-30 m.
3. An oxygen therapy aeration system according to claim 1 wherein each of said gas lines is provided with a gas flow meter and a gas regulating valve for regulating the amount of gas introduced into the corresponding target refuse bed.
4. The oxygen therapy aeration system for accelerating stabilization of refuse landfill according to claim 1, further comprising a layered monitoring well, wherein a multi-parameter gas sensor is respectively arranged at different target refuse layers in the layered monitoring well, and is used for monitoring gas concentration, temperature and humidity of each target refuse layer; the multi-parameter gas sensor is connected with the data acquisition terminal equipment.
5. The oxygen therapy aeration system for accelerating stabilization of refuse landfill according to claim 4, wherein the layered monitoring wells have 2-6 holes and are uniformly distributed in the refuse landfill.
6. The oxygen therapy aeration system for accelerating stabilization of a refuse landfill according to claim 1, wherein the sieve tube is a slotted sieve tube with spirally arranged slots.
7. The oxygen therapy aeration system for accelerating the stabilization of the refuse landfill according to claim 4, wherein the slotted groove of the slotted sieve tube is a trapezoidal slot with an outer width of 1.5-8.0 mm and an inner width of 2.1-10.0 mm, the slotted length is 45-240 mm, and the slot pitch is 1.5-8.0 mm.
8. The oxygen therapy aeration system for accelerating stabilization of a refuse landfill according to claim 1, wherein the outside of the oxygen therapy aeration well is wrapped with geogrid, and the specification of the geogrid is 1500mm by 1500 mm.
9. The oxygen therapy aeration system for accelerating stabilization of landfill sites according to claim 1, wherein the circumference of the well pipe of the oxygen therapy aeration well is filled with gravel packing.
10. The oxygen therapy aeration system for accelerating stabilization of a refuse landfill according to claim 9, wherein the crushed stone in the crushed stone filler has a particle size of 30 to 60 mm.
CN202010877926.4A 2020-08-27 2020-08-27 Oxygen therapy aeration system for accelerating stabilization of refuse landfill Pending CN112246822A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010877926.4A CN112246822A (en) 2020-08-27 2020-08-27 Oxygen therapy aeration system for accelerating stabilization of refuse landfill

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010877926.4A CN112246822A (en) 2020-08-27 2020-08-27 Oxygen therapy aeration system for accelerating stabilization of refuse landfill

Publications (1)

Publication Number Publication Date
CN112246822A true CN112246822A (en) 2021-01-22

Family

ID=74224608

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010877926.4A Pending CN112246822A (en) 2020-08-27 2020-08-27 Oxygen therapy aeration system for accelerating stabilization of refuse landfill

Country Status (1)

Country Link
CN (1) CN112246822A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114700342A (en) * 2022-05-24 2022-07-05 浙江大学 Equipment and method for in-situ pretreatment of stored garbage

Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20030108394A1 (en) * 1998-04-27 2003-06-12 Waste Management Of Georgia, Inc. Aerobic bioreduction of municipal solid waste landfill mass
CN201644482U (en) * 2010-05-12 2010-11-24 宜兴紫光泰和通环保科技有限公司 Automatic gas extraction and injection device for aerobic treatment of refuse landfill
CN201644483U (en) * 2010-05-14 2010-11-24 北京紫光泰和通环保技术有限公司 Aerobic control well spacing system of refuse landfill
CN102380498A (en) * 2011-08-03 2012-03-21 城市建设研究院 Aerobic treating system and method for refuse landfill
CN205035094U (en) * 2015-09-15 2016-02-17 常州市环境科学研究院 Groundwater sampling and prosthetic multi -functional layering well
CN205966724U (en) * 2016-08-10 2017-02-22 广州市金龙峰环保设备工程有限公司 Domestic waste handles high -efficient drainage device of a landfill gas
CN206578124U (en) * 2017-01-13 2017-10-24 北京国环清华环境工程设计研究院有限公司 A kind of monitoring well device applied to the aerobic accelerated degradation of refuse landfill
CN107620582A (en) * 2017-08-08 2018-01-23 广州海洋地质调查局 Bilayer sleeve sand control completion technique and double-layer anti-sand completion tubular column
CN108561109A (en) * 2018-01-11 2018-09-21 中国石油大学(华东) A kind of gang cut slots screen casing that can be rotated along axis
CN110170515A (en) * 2018-02-19 2019-08-27 凯拉米达有限公司 Repair the method and its system of building bottom plate steam and soil
CN110695061A (en) * 2019-10-28 2020-01-17 南京万德斯环保科技股份有限公司 Rapid stabilization system for refuse landfill
CN210230975U (en) * 2019-06-21 2020-04-03 北京广泰源合嘉环保工程有限公司 Gas injection device and gas injection system of refuse landfill
CN211247723U (en) * 2019-10-28 2020-08-14 南京万德斯环保科技股份有限公司 Rapid stabilization system for refuse landfill

Patent Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20030108394A1 (en) * 1998-04-27 2003-06-12 Waste Management Of Georgia, Inc. Aerobic bioreduction of municipal solid waste landfill mass
CN201644482U (en) * 2010-05-12 2010-11-24 宜兴紫光泰和通环保科技有限公司 Automatic gas extraction and injection device for aerobic treatment of refuse landfill
CN201644483U (en) * 2010-05-14 2010-11-24 北京紫光泰和通环保技术有限公司 Aerobic control well spacing system of refuse landfill
CN102380498A (en) * 2011-08-03 2012-03-21 城市建设研究院 Aerobic treating system and method for refuse landfill
CN205035094U (en) * 2015-09-15 2016-02-17 常州市环境科学研究院 Groundwater sampling and prosthetic multi -functional layering well
CN205966724U (en) * 2016-08-10 2017-02-22 广州市金龙峰环保设备工程有限公司 Domestic waste handles high -efficient drainage device of a landfill gas
CN206578124U (en) * 2017-01-13 2017-10-24 北京国环清华环境工程设计研究院有限公司 A kind of monitoring well device applied to the aerobic accelerated degradation of refuse landfill
CN107620582A (en) * 2017-08-08 2018-01-23 广州海洋地质调查局 Bilayer sleeve sand control completion technique and double-layer anti-sand completion tubular column
CN108561109A (en) * 2018-01-11 2018-09-21 中国石油大学(华东) A kind of gang cut slots screen casing that can be rotated along axis
CN110170515A (en) * 2018-02-19 2019-08-27 凯拉米达有限公司 Repair the method and its system of building bottom plate steam and soil
CN210230975U (en) * 2019-06-21 2020-04-03 北京广泰源合嘉环保工程有限公司 Gas injection device and gas injection system of refuse landfill
CN110695061A (en) * 2019-10-28 2020-01-17 南京万德斯环保科技股份有限公司 Rapid stabilization system for refuse landfill
CN211247723U (en) * 2019-10-28 2020-08-14 南京万德斯环保科技股份有限公司 Rapid stabilization system for refuse landfill

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
M.J.埃克诺米德斯著,万仁溥译: "《油井建井工程 钻井 油井完井》", 30 April 2001, 石油工业出版社 *
李颖: "《城市生活垃圾卫生填埋场设计指南》", 30 April 2005, 中国环境科学出版社 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114700342A (en) * 2022-05-24 2022-07-05 浙江大学 Equipment and method for in-situ pretreatment of stored garbage
CN114700342B (en) * 2022-05-24 2022-08-23 浙江大学 Equipment and method for in-situ pretreatment of stored garbage

Similar Documents

Publication Publication Date Title
CN107876539A (en) The aerobic Ecosystem restoration system of refuse landfill and method
CN100395041C (en) Domestic refuse treatment method
US8470177B2 (en) Method and apparatus for anaerobic digestion of organic liquid waste streams
CN102380498A (en) Aerobic treating system and method for refuse landfill
Stessel et al. A lysimeter study of the aerobic landfill concept
CN201644483U (en) Aerobic control well spacing system of refuse landfill
CN102191166B (en) System and method for guiding discharge and collection of landfill gas
JPS61171599A (en) Method and device for sucking decomposing gas from dump
CN112246822A (en) Oxygen therapy aeration system for accelerating stabilization of refuse landfill
CN103708868A (en) Aerobic composting device
CN106140779B (en) A kind of Mini nutritionalassessment aerobe reactor processing system and method
CN114644398B (en) Landfill leachate collecting and processing system
KR100267578B1 (en) Aerobic degradation of organic municipal solid waste in landfills
US8292543B2 (en) Multi-planar gas recovery bioreactor
RU2730310C1 (en) Method of solid municipal wastes polygon degassing
CN210230975U (en) Gas injection device and gas injection system of refuse landfill
EP1399275B1 (en) Method and device for accelerating the decomposition of biogenic organic matter in refuse disposal sites
US20150217347A1 (en) Operation of landfill sites
CN206735911U (en) The compound flow constructed wetland system of intensive treatment eutrophication water
CN212236724U (en) Methane oxidation device
CN208088487U (en) A kind of outdoor sewage winding shaft that pernicious gas is detected, removed automatically
CN212821704U (en) Monitoring device and monitoring well
CN215559945U (en) Aerobic fermentation tank
CN211312746U (en) Refuse landfill field diversion and drainage device
US6644890B1 (en) Treatment of oxidable gas generated from waste at a dumping area

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20210122

RJ01 Rejection of invention patent application after publication