CN105481167A - Integral underground domestic sewage treatment plant - Google Patents
Integral underground domestic sewage treatment plant Download PDFInfo
- Publication number
- CN105481167A CN105481167A CN201410524950.4A CN201410524950A CN105481167A CN 105481167 A CN105481167 A CN 105481167A CN 201410524950 A CN201410524950 A CN 201410524950A CN 105481167 A CN105481167 A CN 105481167A
- Authority
- CN
- China
- Prior art keywords
- sewage
- room
- sewage treatment
- catalytic oxidation
- reaction chamber
- 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.)
- Withdrawn
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 59
- 230000003647 oxidation Effects 0.000 claims abstract description 30
- 238000007254 oxidation reaction Methods 0.000 claims abstract description 30
- 238000006243 chemical reaction Methods 0.000 claims abstract description 16
- 238000001914 filtration Methods 0.000 claims abstract description 8
- 239000000701 coagulant Substances 0.000 claims abstract description 7
- 230000003197 catalytic effect Effects 0.000 claims description 22
- VSCWAEJMTAWNJL-UHFFFAOYSA-K aluminium trichloride Chemical compound Cl[Al](Cl)Cl VSCWAEJMTAWNJL-UHFFFAOYSA-K 0.000 claims description 12
- 238000002156 mixing Methods 0.000 claims description 9
- 238000004062 sedimentation Methods 0.000 claims description 6
- 239000010802 sludge Substances 0.000 claims description 5
- 238000011010 flushing procedure Methods 0.000 claims description 3
- 238000012856 packing Methods 0.000 claims description 3
- 239000003206 sterilizing agent Substances 0.000 claims description 3
- 239000002699 waste material Substances 0.000 claims description 3
- 238000001556 precipitation Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 238000003911 water pollution Methods 0.000 description 6
- 239000002689 soil Substances 0.000 description 5
- 238000004332 deodorization Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000002351 wastewater Substances 0.000 description 3
- 244000005700 microbiome Species 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 101100298225 Caenorhabditis elegans pot-2 gene Proteins 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
- 230000009897 systematic effect Effects 0.000 description 1
Landscapes
- Treatment Of Water By Oxidation Or Reduction (AREA)
Abstract
The invention discloses an integral underground domestic sewage treatment plant. The traditional sewage treatment plants have following unsolved problems: problem 1, the traditional sewage treatment plants are large in volumes so that large areas of land are occupied by the traditional sewage treatment plants; and problem 2, the sewage may cause expansion damages to the filtering equipment of the traditional sewage treatment plants. The integral underground domestic sewage treatment plant comprises the following components: a sewage processing tank (2), a sewage pipe (1) arranged on the left side of the sewage processing tank, a first contact oxidation chamber (4) arranged inside the sewage processing tank, a second contact oxidation chamber (5) connected with the first contact oxidation chamber, a mixed reaction chamber (7) connected with the second contact oxidation chamber, a precipitation and filtration chamber (8) connected with the mixed reaction chamber, and a coagulant tank (6) arranged inside the mixed reaction chamber. The integral underground domestic sewage treatment plant is used for treating sewage.
Description
technical field:
the present invention relates to one way of life sewage integrally buried treatment facility.
background technology:
along with the development of global economy, water pollution issue oneself more and more receive the concern of people, water is the lifeblood of city survival and development.Administer water pollutions water conservation, be not only the problem of world today's property, the task of top priority that generally faces of China town and country especially.Municipal effluent is the various sewage that municipal sewage system systematic collection arrives, and is a kind of combined sewage.Municipal effluent has to pass through process and reaches relevant emission standards and could discharge water body, avoids causing water pollution.
at present, the quantity of wastewater effluent of small and medium-sized cities accounts for the over half of national total amount of sewage discharge, and along with the fast development of future 50 years city-building, the quantity discharged of sanitary sewage will several times, the even increase of tens times, certainly will the deterioration of exacerbate water environment.Therefore, during municipal sewage plant's process water recycling, should corresponding water quality standard be performed according to application target and determine corresponding wastewater deep treatment process.Traditional wastewater process water pollutions also has following problem, and (1) traditional large needs of water pollutions equipment volume take very large land use area; (2) traditional water pollutions equipment there will be the phenomenon generation that mud causes filter plant expansion to damage, and these problems are not resolved always.
summary of the invention:
the object of this invention is to provide one way of life sewage integrally buried treatment facility.
above-mentioned object is realized by following technical scheme:
one way of life sewage is buried treatment facility integrally, its composition comprises: sewage treatment pot, waste pipe is provided with on the left of described sewage treatment pot, catalytic oxidation one Room is provided with in described sewage treatment pot, described catalytic oxidation one Room is connected with catalytic oxidation two Room, described catalytic oxidation two Room is connected with mixing and reaction chamber, and described mixing and reaction chamber is connected with sedimentation and filtration room, and described hybrid reaction indoor are provided with coagulating agent tank.
described sanitary sewage is buried treatment facility integrally, described mixing and reaction chamber is connected with backwash tube, described sewage treatment pot is connected with sterilizing agent pipeline, and described sewage treatment pot is connected with flushing pipeline, is connected bottom described sedimentation and filtration room with blow-off line.
described sanitary sewage is buried treatment facility integrally, and described blow-off pipe every 90 days row's primary sludge, aspirate with dung-cart or be dehydrated into mud cake and transport outward, described sewage treatment pot is arranged with support lower margin.
described sanitary sewage is buried treatment facility integrally, and biochemical treatment is carried out in described catalytic oxidation one Room and described catalytic oxidation two Room, total residence time be 1 hour little to 2, or contact-enhancing oxidation residence time 6 hours, packing specific area is 160m
2
/ m
3
.
described sanitary sewage is buried treatment facility integrally, and adopt polymerize aluminum chloride in described coagulating agent tank, described polymerize aluminum chloride injected volume is sewage 5-100 gram per ton.
beneficial effect of the present invention:
1, the present invention is embedded in below earth's surface, earth's surface above equipment can be used as greening or other lands used, do not need to build a house and heating, insulation, catalytic oxidation two Room catalytic oxidation treatment process all adopts pulling flow type bio-contact oxidation, adopt catalytic oxidation one Room and catalytic oxidation two outdoor coil to connect less than traditional activated sludge tank volume, to the strong adaptability of water quality, anti impulsion load performance is good, stable effluent quality, can not produce sludge bulking.
2, the hybrid reaction chamber interior that the present invention adopts has elastic solid filler, and surface-area is large, microorganism easy to be filmed, and demoulding is under same organic loading condition, high to organic removal rate, can improve the technique effect that the oxygen in air dissolves in water.
3, the present invention adopts soil deodorization measure, by after collection and confinement of gases by pipeline input deodorization pond bottom and be spread in soil wherein, inflate and passing through in soil course by the effect of soil particle surface adsorption, multiple odor causing substance is trapped, through after a while, odor causing substance can decompose by the microorganism had in soil, completes the technique effect of deodorization.
accompanying drawing illustrates:
accompanying drawing 1 is structural representation of the present invention.
embodiment:
embodiment 1:
one way of life sewage is buried treatment facility integrally, its composition comprises: sewage treatment pot 2, waste pipe 1 is provided with on the left of described sewage treatment pot, catalytic oxidation one Room 4 is provided with in described sewage treatment pot, described catalytic oxidation one Room is connected with catalytic oxidation two Room 5, described catalytic oxidation two Room is connected with mixing and reaction chamber 7, and described mixing and reaction chamber is connected with sedimentation and filtration room 8, and described hybrid reaction indoor are provided with coagulating agent tank 6.
embodiment 2:
sanitary sewage according to embodiment 1 is buried treatment facility integrally, described mixing and reaction chamber is connected with backwash tube 9, described sewage treatment pot is connected with sterilizing agent pipeline 10, described sewage treatment pot is connected with flushing pipeline 11, is connected bottom described sedimentation and filtration room with blow-off line 12.
embodiment 3:
sanitary sewage according to embodiment 1 is buried treatment facility integrally, and described blow-off pipe every 90 days row's primary sludge, aspirate with dung-cart or be dehydrated into mud cake and transport outward, described sewage treatment pot is arranged with and supports lower margin 3.
embodiment 4:
sanitary sewage according to embodiment 1 is buried treatment facility integrally, biochemical treatment is carried out in described catalytic oxidation one Room and described catalytic oxidation two Room, total residence time be 1 hour little to 2, or contact-enhancing oxidation residence time 6 hours, packing specific area is 160m
2
/ m
3
.
embodiment 5:
sanitary sewage according to embodiment 1 is buried treatment facility integrally, and adopt polymerize aluminum chloride in described coagulating agent tank, described polymerize aluminum chloride injected volume is sewage 5-100 gram per ton.
Claims (5)
1. one way of life sewage integrally buried treatment facility, its composition comprises: sewage treatment pot, it is characterized in that: on the left of described sewage treatment pot, be provided with waste pipe, catalytic oxidation one Room is provided with in described sewage treatment pot, described catalytic oxidation one Room is connected with catalytic oxidation two Room, described catalytic oxidation two Room is connected with mixing and reaction chamber, and described mixing and reaction chamber is connected with sedimentation and filtration room, and described hybrid reaction indoor are provided with coagulating agent tank.
2. sanitary sewage according to claim 1 integrally buried treatment facility, it is characterized in that: described mixing and reaction chamber is connected with backwash tube, described sewage treatment pot is connected with sterilizing agent pipeline, described sewage treatment pot is connected with flushing pipeline, is connected bottom described sedimentation and filtration room with blow-off line.
3. sanitary sewage according to claim 1 and 2 integrally buried treatment facility, is characterized in that: described blow-off pipe every 90 days row's primary sludge, aspirate with dung-cart or be dehydrated into mud cake and transport outward, described sewage treatment pot is arranged with support lower margin.
4. the sanitary sewage integrally buried treatment facility according to claim 1 or 2 or 3, it is characterized in that: biochemical treatment is carried out in described catalytic oxidation one Room and described catalytic oxidation two Room, total residence time is 1 hour to 2 hours, or contact-enhancing oxidation residence time 6 hours, packing specific area is 160m
2/ m
3.
5. the sanitary sewage integrally buried treatment facility according to claim 1 or 2 or 3 or 4, is characterized in that: adopt polymerize aluminum chloride in described coagulating agent tank, described polymerize aluminum chloride injected volume is sewage 5-100 gram per ton.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410524950.4A CN105481167A (en) | 2014-10-09 | 2014-10-09 | Integral underground domestic sewage treatment plant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410524950.4A CN105481167A (en) | 2014-10-09 | 2014-10-09 | Integral underground domestic sewage treatment plant |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105481167A true CN105481167A (en) | 2016-04-13 |
Family
ID=55668501
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410524950.4A Withdrawn CN105481167A (en) | 2014-10-09 | 2014-10-09 | Integral underground domestic sewage treatment plant |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105481167A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106830564A (en) * | 2017-03-24 | 2017-06-13 | 段遵虎 | A kind of method of work of buried sewage treatment equipment |
| CN107487941A (en) * | 2017-09-07 | 2017-12-19 | 王璐 | A kind of environment friendly medical wastewater treatment equipment |
| CN108218142A (en) * | 2018-03-09 | 2018-06-29 | 浙江鸿道环保有限公司 | A kind of novel all-in-one sewage disposal device |
-
2014
- 2014-10-09 CN CN201410524950.4A patent/CN105481167A/en not_active Withdrawn
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106830564A (en) * | 2017-03-24 | 2017-06-13 | 段遵虎 | A kind of method of work of buried sewage treatment equipment |
| CN107487941A (en) * | 2017-09-07 | 2017-12-19 | 王璐 | A kind of environment friendly medical wastewater treatment equipment |
| CN108218142A (en) * | 2018-03-09 | 2018-06-29 | 浙江鸿道环保有限公司 | A kind of novel all-in-one sewage disposal device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C04 | Withdrawal of patent application after publication (patent law 2001) | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160413 |