CN100371265C - Biologic water purification tank - Google Patents
Biologic water purification tank Download PDFInfo
- Publication number
- CN100371265C CN100371265C CNB2006100808979A CN200610080897A CN100371265C CN 100371265 C CN100371265 C CN 100371265C CN B2006100808979 A CNB2006100808979 A CN B2006100808979A CN 200610080897 A CN200610080897 A CN 200610080897A CN 100371265 C CN100371265 C CN 100371265C
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- CN
- China
- Prior art keywords
- water
- biologic
- purification tank
- water purification
- body structure
- 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.)
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 78
- 238000000746 purification Methods 0.000 title claims abstract description 21
- 239000000463 material Substances 0.000 claims abstract description 11
- 230000008635 plant growth Effects 0.000 claims abstract description 6
- 239000000945 filler Substances 0.000 claims description 9
- 239000000835 fiber Substances 0.000 claims description 7
- 238000005192 partition Methods 0.000 abstract 2
- 230000035515 penetration Effects 0.000 abstract 1
- 239000010865 sewage Substances 0.000 description 15
- 230000000694 effects Effects 0.000 description 9
- 238000005273 aeration Methods 0.000 description 3
- 244000005700 microbiome Species 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 2
- 238000011109 contamination Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000008397 galvanized steel Substances 0.000 description 2
- 230000000813 microbial effect Effects 0.000 description 2
- 229910052698 phosphorus Inorganic materials 0.000 description 2
- 239000011574 phosphorus Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005202 decontamination Methods 0.000 description 1
- 230000003588 decontaminative effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000011026 diafiltration Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000012010 growth Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 230000000050 nutritive effect Effects 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 239000002957 persistent organic pollutant Substances 0.000 description 1
- GOLXNESZZPUPJE-UHFFFAOYSA-N spiromesifen Chemical compound CC1=CC(C)=CC(C)=C1C(C(O1)=O)=C(OC(=O)CC(C)(C)C)C11CCCC1 GOLXNESZZPUPJE-UHFFFAOYSA-N 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Images
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The present invention relates to a biologic water purifying tank structure which utilizes the principle of water quality purification of underflow wet land and has a strong function of water purification. In view of the characteristics of drainage pipes in river channels, a scheme of a water purifying tank which treats sewerage on site in accordance with local conditions and has the advantages of economy and high efficiency is provided. The biologic water purifying tank has a tank body structure in which one or a plurality of partition plates are arranged, the tank body is also provided with a water inlet and a water outlet, and a flow channel which penetrates through the partition plates is formed between the water inlet and the water outlet. Filling material for water penetration is filled in the tank body structure. An overflow port is preferably used as the water outlet, and other structures adaptable to water discharge can also be used as the water outlet. Gasket material which can support plant growth is arranged at the upper part of the water purifying tank.
Description
Technical field
The present invention relates to a kind of clear water tanks structure, relate in particular to a kind of current wetland principle that purifies water of utilizing, have the biologic water purification tank structure of strong water purification function.
Background technology
Blow-off pipe is of common occurrence on the bank slope in China river, and the sewage of discharge directly enters the river course without any processing, is characterized in that quantity is many, the position disperses and general blowdown flow rate is little.With regard to present China developmental stage, no matter be to forbid littoral resident or factory's blowdown, still sewage be discharged to Sewage Plant and focus on that difficulty is all very big, so these little and diffusing blow-off pipes have become the difficult point that China's river ecological is administered, still do not have cost-effective treating method at present.The present invention is directed to the These characteristics of Drain contamination for river channel pipe, proposed sewage and suited measures to local conditions, on-the-spot disposal and cost-effective clear water tanks scheme.
Summary of the invention
The invention provides a kind of biologic water purification tank structure, described biologic water purification tank is a body structure, described body structure inside is provided with one or more dividing plates, and described body structure is provided with water-in and water outlet, form the flow channel of turning back that separates by described dividing plate in order between described water-in and the described water outlet, and the inner filler that is used to seep water that loads of described body structure.Described water outlet is preferably overflow port, also can be the structure of other suitable drainings.The described filler that is used to seep water is preferably cobble.The top of described biologic water purification tank is provided with the pad material that can support plant-growth.Describedly support that the main material of the pad material of plant-growth is brown fiber and/or coir fibre.Described dividing plate is preferably in body structure laterally and/or vertically and is provided with.
Environmental clear water tanks is introduced current wetland purifying water body principle in the casing, and this structure has landscape function and ecological functions concurrently.
The concrete advantage of the present invention is as follows:
1. a series of dividing plates are set in clear water tanks sewage is flowed along dividing plate in case, total length thereby increase sewage is flowed through in clear water tanks.Filling surface such as cobble in clear water tanks, growth is by a large amount of microbial films of being made up of microorganism, when effluent stream during through microbial film, a large amount of suspended substances are stopped by filler to be held back, and organic pollutant is then removed to a certain extent by biomembranous absorption, assimilation and dissimilation.
2. fixing brown fiber and/or the coir fibre mattress material that can support plant-growth on clear water tanks top can guarantee that waterplant survives having under the condition of current scour, thereby the suitable clear water tanks that covers reaches preferable landscape effect and ecological effect.Root system of plant will penetrate in the clear water tanks inner stuffing deeply simultaneously, because of transmission and the release of root system of plant to oxygen, make to present aerobic, anoxic in the environment around it successively and anaerobic state has guaranteed that the nitrogen in the river, phosphorus not only can directly be absorbed as nutritive ingredient by plant and microorganism, but also can to the excess accumulation effect of phosphorus it be removed from sewage by nitrated, denitrification and microorganism.
3. overflow port is set on clear water tanks,, falls into successively in next clear water tanks by the effusive sewage of this layer overflow port, thereby play the aeration effect, strengthen the ability that casing is disposed of sewage when a plurality of clear water tanks are overlapping when being used in combination.
4. the present invention has made full use of Drain contamination for river channel pipe place bank slope and has had the certain slope characteristics, utilizes the power of water drop as sewage operation in the clear water tanks, economical and effective.
5. but Zai Zhong waterplant periodical reaping removes organism, and clear water tanks inside can be safeguarded simple by regularly making its internal rows water unobstructed with the strong current scour of pump pressure.
Description of drawings
Fig. 1 is the biologic water purification tank structural representation;
Fig. 2 biologic water purification tank is used synoptic diagram;
Fig. 3 four compartment biologic water purification tank simplified diagram;
Fig. 4 is a clear water tanks schematic perspective view shown in Figure 3;
Fig. 5 six compartment biologic water purification tank schematic perspective views;
Embodiment
Fig. 1 is a first embodiment of the invention, and Fig. 3 and Fig. 4 are second embodiment of the invention, and Fig. 5 is a third embodiment of the invention.Describe first embodiment in detail below with reference to Fig. 1 and Fig. 2, second is similar to the first embodiment principle with the 3rd embodiment, only baffle arrangement mode difference.Arrow is designated as water (flow) direction among the above figure.
As shown in Figure 1, the wide 0.4m of monolithic clear water tanks, high 0.4m, long 1.2m, wall thickness 5cm, dividing plate 1 is established in the centre, and the clear water tanks front upper sets out the mouth of a river 2, and fillers 3 such as cobble are inserted in inside; Clear water tanks intermediary dividing plate 1 is with two lattice chambers of the inner one-tenth of case, there is the discrepancy in elevation of about 5cm in two lattice chamber liquid levels, when sewage during by a side inflow clear water tanks of no water outlet, it will enter opposite side lattice chamber by the hole under the dividing plate 1 under effect of water pressure, and from water outlet 2 outflows, thereby make sewage maximization of the diafiltration stroke in the filler 3 in clear water tanks, and then reach best purifying water effect; On casing, establish openable galvanized steel wire square 4, be convenient to filler in the case 3 is carried out routine cleaning; The fixing thick brown fiber mat 5 of about 5cm is used for planting aquatic plants 6 on the galvanized steel wire square 4.
As shown in Figure 2, when a plurality of environmental clear water tanks 7 overlapping being used in combination, falling into successively in next clear water tanks 7 by this layer water outlet 2 effusive sewage, thereby play the aeration effect, strengthen the ability that casing is disposed of sewage.
Certainly, the present invention can also have multiple variation, than the embodiment that manys dividing plate as shown in Figure 3-Figure 5, the decoration form of dividing plate can have multiple variation, its purpose all is in order to make from water-in 8 to water outlet 2 flow channel long as far as possible, so that sewage fully contacts with seepage material, play decontamination effect improving better.In addition, other structures also can have multiple variation, can be chosen as overflow port such as water outlet, play the aeration effect, also can select other forms of water port, and filler can be selected the material of other the suitable infiltrations beyond the cobble.
Claims (6)
1. biologic water purification tank, described biologic water purification tank is a body structure, it is characterized in that: described body structure inside is provided with one or more dividing plates, and described body structure is provided with water-in and water outlet, form the flow channel of turning back that separates by described dividing plate in order between described water-in and the described water outlet, and the inner filler that is used to seep water that loads of described body structure.
2. biologic water purification tank according to claim 1 is characterized in that: the described filler that is used to seep water is a cobble.
3. biologic water purification tank according to claim 1 is characterized in that: the top of described biologic water purification tank is provided with the pad material that can support plant-growth.
4. biologic water purification tank according to claim 3 is characterized in that: describedly support that the main material of the pad material of plant-growth is brown fiber and/or coir fibre.
5. biologic water purification tank according to claim 1 is characterized in that: described dividing plate laterally and/or vertically is provided with in body structure.
6. biologic water purification tank according to claim 1 is characterized in that: described water outlet is an overflow port.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100808979A CN100371265C (en) | 2006-05-19 | 2006-05-19 | Biologic water purification tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100808979A CN100371265C (en) | 2006-05-19 | 2006-05-19 | Biologic water purification tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1843969A CN1843969A (en) | 2006-10-11 |
| CN100371265C true CN100371265C (en) | 2008-02-27 |
Family
ID=37062939
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100808979A Expired - Fee Related CN100371265C (en) | 2006-05-19 | 2006-05-19 | Biologic water purification tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100371265C (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102775017A (en) * | 2012-07-25 | 2012-11-14 | 华东师范大学 | AquaMats ecological water purifying tank for upright shore zone in city |
| CN102745817B (en) * | 2012-07-27 | 2014-05-07 | 深圳市深港产学研环保工程技术股份有限公司 | High-efficiency compound biological pond and sewage treatment method |
| CN103739167B (en) * | 2014-01-10 | 2015-05-20 | 安徽锋亚环境技术有限公司 | Rain and sewage dual-purpose landscape type ecological purification system |
| CN106115952A (en) * | 2016-08-30 | 2016-11-16 | 岭南新科生态科技研究院（北京）有限公司 | A kind of water oxygenation purifier |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000037144A (en) * | 1998-07-23 | 2000-02-08 | Haruo Fujimoto | Raft for water culture of edible plant, for purification of water quality, and forming live reef |
| CN2455709Y (en) * | 2000-11-09 | 2001-10-24 | 中国科学院石家庄农业现代化研究所 | Life sewage treating apapratus |
| JP2002166292A (en) * | 2000-11-30 | 2002-06-11 | Mitsubishi Material Kenzai Corp | Multifunctional block and water purifying system |
| CN1475448A (en) * | 2003-07-31 | 2004-02-18 | 清华大学 | Fortified artificial wetlan sewage disposal method and system |
-
2006
- 2006-05-19 CN CNB2006100808979A patent/CN100371265C/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000037144A (en) * | 1998-07-23 | 2000-02-08 | Haruo Fujimoto | Raft for water culture of edible plant, for purification of water quality, and forming live reef |
| CN2455709Y (en) * | 2000-11-09 | 2001-10-24 | 中国科学院石家庄农业现代化研究所 | Life sewage treating apapratus |
| JP2002166292A (en) * | 2000-11-30 | 2002-06-11 | Mitsubishi Material Kenzai Corp | Multifunctional block and water purifying system |
| CN1475448A (en) * | 2003-07-31 | 2004-02-18 | 清华大学 | Fortified artificial wetlan sewage disposal method and system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1843969A (en) | 2006-10-11 |
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| 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 | ||
| ASS | Succession or assignment of patent right |
Owner name: CHINA WATER CONSERVANCY HYDROELECTRIC SCIENTIFIC R Free format text: FORMER OWNER: HE SHUXIANG Effective date: 20090828 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20090828 Address after: Fuxing Road, Beijing Patentee after: China Institute of water resources and Hydropower Research Address before: Fuxing Road, Beijing Patentee before: He Shuxiang |
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| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080227 Termination date: 20140519 |