CN207811369U - A kind of change flow velocity polluted-water ecological purification system - Google Patents
A kind of change flow velocity polluted-water ecological purification system Download PDFInfo
- Publication number
- CN207811369U CN207811369U CN201721900061.9U CN201721900061U CN207811369U CN 207811369 U CN207811369 U CN 207811369U CN 201721900061 U CN201721900061 U CN 201721900061U CN 207811369 U CN207811369 U CN 207811369U
- Authority
- CN
- China
- Prior art keywords
- water
- area
- outer layer
- internal layer
- stream
- 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
Links
Landscapes
- Biological Treatment Of Waste Water (AREA)
- Treatment Of Biological Wastes In General (AREA)
Abstract
The utility model discloses a kind of change flow velocity polluted-water ecological purification systems, including water inlet pipe, water distribution area, quickly stream internal layer area, at a slow speed stream outer layer zone, gathering ground and outlet pipe, water inlet pipe is connected to water distribution area bottom, water distribution area is located at quickly stream internal layer area bottom, outlet pipe is connected to gathering ground bottom, gathering ground, which is located at, flows at a slow speed outer layer zone bottom, and quickly stream internal layer area, which is located at, flows in outer layer zone at a slow speed, wherein:Quickly stream internal layer area water (flow) direction is upward, and stream outer layer zone water (flow) direction is downward at a slow speed, and internal layer area separates with outer layer zone bottom, and top is connected, and granule filter material is filled between outer layer zone and internal layer area.Pass through double-layer structure design method, fill simultaneously different infiltration coefficient fillers, internal layer water velocity is set to be higher than outer layer, conducive in the plantation of inlet area filtering interception inorganic particulate matter and combination hygrophyte, by particulate matter filtering, carbon cycle and the compact control of nitrogen cycle process in sewage in the same ecological purification system, the purpose of efficiently removal pollutant is realized.
Description
Technical field
The present invention relates to waste water control method, specifically a kind of change flow velocity polluted-water ecological purification system.
Background technology
With the rapid development of social economy, water environment situation in China's is increasingly serious.The great number of issues that water pollution causes
It makes people worried, the renovation of polluted-water has all been carried out in various regions in succession.In the case, city point-source pollution improvement achieves
Certain achievement, but in the vast rural areas, water pollution problem but highlights further.
The pollutant generated in life in the countryside and production process, as domestic sewage of villages and small towns, the chemical fertilizer of using in farmland, pesticide and
Aquaculture fowl and animal excrement etc. enters river, lake, reservoir, bay under the souring of precipitation and runoff by rainwash
In equal receiving water bodies, surface water environment quality has been seriously affected.Countryside sewage treating has become in the weight of water environment cause instantly
Weight.Rural pollution has the characteristics that have a large capacity and a wide range, dispersibility, special heterogeneity, in addition the pollution control in rural area and operation dimension
Shield lacks qualified technical personnel, and is badly in need of investment and operating cost is low, high treating effect, stable, the simple water process of maintenance management
Technology.
Ecological restoring method has build and operating cost is low, maintenance is simple etc. compared with traditional secondary biochemical treatment
Advantage is suitable for not high technology management level, cities and towns of scale is smaller or rural sewage disposal.However engineering practice is found,
The more inorganic particulate matter of country sewage be easy to cause bed body blocking, and the engineering for limiting the technology is promoted.
Invention content
In view of the above-mentioned problems, the present invention provides a kind of change flow velocity polluted-water ecological purification system, which, which has, throws
Money saves, operational management is convenient, has both beautiful advantage.
Realizing the technical solution of the object of the invention is:It is designed by double-layer structure, and fills different osmosis system fillers, made
Internal layer water velocity is higher than outer layer, is conducive to filter interception inorganic particulate matter in inlet area, in combination with the cultivation of hygrophyte
Kind, it is real by particulate matter filtering, carbon cycle and the compact control of nitrogen cycle process in sewage in the same ecological purification system
Now efficiently remove the purpose of pollutant.
The present invention becomes flow velocity polluted-water ecological purification system, including water inlet pipe, water distribution area, quickly stream internal layer area, at a slow speed
Stream outer layer zone, gathering ground and outlet pipe, water inlet pipe are connected to water distribution area bottom, and water distribution area is located at quickly stream internal layer area bottom, goes out
Water pipe is connected to gathering ground bottom, and gathering ground, which is located at, flows at a slow speed outer layer zone bottom, and quickly stream internal layer area, which is located at, flows at a slow speed outer layer zone
It is interior, wherein:Quickly stream internal layer area water (flow) direction is upward, and stream outer layer zone water (flow) direction is downward at a slow speed, internal layer area and outer layer zone bottom
Separate, top is connected, and granule filter material is filled between outer layer zone and internal layer area.
The ratio between the cross sectional area in the quick stream internal layer area and stream outer layer zone at a slow speed is 1: 2-5, quickly flows internal layer area stream
Speed, which is higher than, flows at a slow speed outer layer zone.
The water distribution area thickness is 5-20cm, and it is filled with cobblestones or rubble filtrate that grain size is 20-50mm, ensure
Water distribution is uniform.
The gathering ground thickness is 5-20cm, and it is filled with cobblestones or rubble filtrate that grain size is 20-50mm, ensure
It catchments uniformly.
The granule filter material filled between outer layer zone and internal layer area be grain size be 5-10mm lime stone, quartz sand,
Cobblestone or zeolite.
Kind is implanted with water plant on the granule filter material, water plant can be selected from reed, canna, thaliadeabata, cattail,
One or more of calamus, cyperus alternifolius.
The present invention become flow velocity polluted-water ecological purification system purification method be:Sewage is flowed by bottom water inlet pipe first
Internal layer area, water flow through after water distribution area homogenizing upwards vertical seepage flow by internal layer area quartz sand filter media to the area at the top of, and backward four
All spoke stream enters outer layer zone, and seepage flow enters gathering ground downward vertically, most afterwards through outlet pipe outflow system.
The beneficial effects of the invention are as follows:
By double-layer structure design method, simultaneously different infiltration coefficient fillers are filled, so that internal layer water velocity is higher than outer layer, has
Conducive to the plantation for intercepting inorganic particulate matter and combining hygrophyte is filtered in inlet area, by the particulate matter filtering in sewage, carbon
Cycle and the compact control of nitrogen cycle process realize the purpose of efficiently removal pollutant in the same ecological purification system,
There is with good investment, operational management conveniently to have both beautiful function, the place especially suitable for rural scattered domestic sewage simultaneously
Reason.
Description of the drawings
Fig. 1 is to become flow velocity polluted-water ecological purification system schematic longitudinal section;
Fig. 2 is the schematic cross-sectional view of Fig. 1.
In figure:1. water inlet pipe;2. water distribution area;3. quickly stream internal layer area;4. water plant;5. granule filter material;6. flowing at a slow speed
Outer layer zone;7. gathering ground;8. outlet pipe.
Specific implementation mode
Only it is below presently preferred embodiments of the present invention, is not intended to limit the present invention in any form.
As shown in Figure 1, a kind of change flow velocity polluted-water ecological purification system, equipped in water inlet pipe 1, water distribution area 2, quick stream
Outer layer zone 6, gathering ground 7 and outlet pipe 8 flow at a slow speed in floor area 3,
1 bore of water inlet pipe is 15mm, is connected to 2 bottom of water distribution area, and water distribution area 2 is located at quickly 3 bottom of stream internal layer area, high
Degree is 10cm;8 bore of outlet pipe is 15mm, is connected to 7 bottom of gathering ground, and gathering ground 7, which is located at, flows at a slow speed 6 bottom of outer layer zone,
Height is 10cm, and it is 20mm-50mm cobblestones that grain size is filled in water distribution area 2 and gathering ground 7;Quickly stream internal layer area 3, which is located at, flows at a slow speed
In outer layer zone 6, it is circular concentric quickly to flow internal layer area 3 and the cross section of stream outer layer zone at a slow speed(As shown in Figure 2), wherein:Quickly
3 a diameter of 40cm of internal layer area is flowed, water (flow) direction is upward;6 a diameter of 80cm of outer layer zone is flowed at a slow speed, and water (flow) direction is downward, total to fill
Height is 90cm, and internal layer area 3 separates with 6 bottom of outer layer zone, and top is connected, and 5 are filled between outer layer zone 3 and internal layer area 6
The quartz sand of mm -8mm, the wherein packed height in internal layer area are 70cm, and the packed height of outer layer zone is 80cm, is planted on quartz sand
Plant canna.
Whole system is made of pvc pipe, dischargeable capacity 200L, hydraulic detention time 1d, day output 200L/d.
Purification method is:Sewage flows into internal layer area by bottom water inlet pipe first, and water flows through vertical upwards after water distribution area is homogenized
Seepage flow is by internal layer area quartz sand filter media at the top of the area, and then spoke stream enters outer layer zone around, and downward vertically seepage flow into
Enter gathering ground, most afterwards through outlet pipe outflow system.
When operation, since internal layer volume is smaller, flow velocity is larger, and the filtering for carrying out inorganic particulate matter first intercepts;In addition into
Water pollutant concentration is higher, and dissolved oxygen concentration is relatively low, and anaerobic reaction, work of the organic carbon in microorganism occurs in internal layer area bottom
With lower anaerobic digestion, during flow is upward, due to the oxygen of plant root exudation, dissolved oxygen concentration is continuously increased, to being
System surface layer, as nitrification zone, realize that the nitrification of organic nitrogen, subsequent flow enter outer layer zone and flow downward, and dissolved oxygen is reduced again,
Denitrification occurs and converts nitrate nitrogen to nitrogen, discharge system, while organic matter is able to using organic matter as carbon source
It further decreases, to realize effectively removing for pollutant.
Claims (6)
1. a kind of change flow velocity polluted-water ecological purification system, it is characterized in that:Including water inlet pipe, water distribution area, quickly stream internal layer area,
It flows outer layer zone, gathering ground and outlet pipe, water inlet pipe at a slow speed to be connected to water distribution area bottom, water distribution area is located at quickly stream internal layer area bottom
Portion, outlet pipe are connected to gathering ground bottom, and gathering ground, which is located at, flows at a slow speed outer layer zone bottom, and it is outer positioned at stream at a slow speed quickly to flow internal layer area
In floor area, wherein:Quickly stream internal layer area water (flow) direction is upward, and stream outer layer zone water (flow) direction is downward at a slow speed, internal layer area and outer layer zone
Bottom is divided to separate, top is connected, and granule filter material is filled between outer layer zone and internal layer area.
2. change flow velocity polluted-water ecological purification system according to claim 1, it is characterized in that:The quick stream internal layer area
The ratio between cross sectional area with stream outer layer zone at a slow speed is 1: 2-5, and quickly stream internal layer area flow velocity, which is higher than, flows at a slow speed outer layer zone.
3. change flow velocity polluted-water ecological purification system according to claim 1, it is characterized in that:The water distribution area thickness is
5-20cm, it is filled with cobblestones or rubble filtrate that grain size is 20-50mm.
4. change flow velocity polluted-water ecological purification system according to claim 1, it is characterized in that:The gathering ground thickness is
5-20cm, it is filled with cobblestones or rubble filtrate that grain size is 20-50mm.
5. change flow velocity polluted-water ecological purification system according to claim 1, it is characterized in that:It is described outer layer zone with it is interior
The granule filter material filled between floor area is lime stone, quartz sand, cobblestone or the zeolite that grain size is 5-10mm.
6. change flow velocity polluted-water ecological purification system according to claim 1, it is characterized in that:It is planted on the granule filter material
It is implanted with water plant, water plant is selected from one or more of reed, canna, thaliadeabata, cattail, calamus, cyperus alternifolius.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721900061.9U CN207811369U (en) | 2017-12-29 | 2017-12-29 | A kind of change flow velocity polluted-water ecological purification system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721900061.9U CN207811369U (en) | 2017-12-29 | 2017-12-29 | A kind of change flow velocity polluted-water ecological purification system |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207811369U true CN207811369U (en) | 2018-09-04 |
Family
ID=63328782
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201721900061.9U Active CN207811369U (en) | 2017-12-29 | 2017-12-29 | A kind of change flow velocity polluted-water ecological purification system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207811369U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107954517A (en) * | 2017-12-29 | 2018-04-24 | 广西恒晟水环境治理有限公司 | One kind becomes flow velocity polluted-water ecological purification system |
-
2017
- 2017-12-29 CN CN201721900061.9U patent/CN207811369U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107954517A (en) * | 2017-12-29 | 2018-04-24 | 广西恒晟水环境治理有限公司 | One kind becomes flow velocity polluted-water ecological purification system |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102251459B (en) | System for carrying out collection, purification and utilization on rainwater on road surfaces | |
CN102145960B (en) | Device and method for denitrifying and dephosphorizing ecological protection multi-level filtration wall in water source area on rural land surface | |
CN104817239B (en) | A kind of heavily contaminated water course in situ water purification system and purification method | |
CN103880193B (en) | Build the method for vertical current constructed wetland processing breeding wastewater based on waterworks sludge | |
CN105693037B (en) | A kind of process system and method for eutrophication water deep purifying | |
CN206289049U (en) | Stepped undercurrent landscape wetland system | |
CN106495407A (en) | A kind of combined artificial wetland process system for denitrogenation dephosphorizing | |
CN107986447A (en) | A kind of polyoxy state water ecology repair system | |
CN103819003B (en) | Utilize the method for water sampling Wastewater Treatment by Constructed Wetlands easily | |
CN101386451A (en) | Method for processing town sewage using composite vertical current artificial marshland and apparatus thereof | |
CN105314797B (en) | A kind of Worm biological filter tank of sewage sludge synchronization process and its application | |
CN204211615U (en) | Tableland formula soil layering overflow water purification system | |
CN104773898A (en) | Physicochemical-artificial wetland combined process for strengthening treatment of fluorine and arsenic sewage | |
CN102838208A (en) | River channel purifier technology for polluted river water quality improvement | |
CN108793609A (en) | The method of urban rainwater management and processing | |
CN108862846A (en) | A kind of method of urban rainwater management and processing | |
CN207811369U (en) | A kind of change flow velocity polluted-water ecological purification system | |
CN202849167U (en) | Staged root zone sewage treatment ecological artificial wetland system | |
CN211339184U (en) | Domestic sewage integrated treatment equipment based on steel slag ceramsite filler biological filter | |
CN110451723B (en) | Mixed filler fluidization pool coupling constructed wetland sewage advanced treatment unit | |
CN207998486U (en) | A kind of multithread state polluted-water ecological purification system | |
CN208964633U (en) | Ecological continuous filter | |
CN208071412U (en) | A kind of week conduction bacterium algae one microbiological fuel cell ecological water-purifying device | |
CN106630374A (en) | Sewage draining exit sewage strengthening treatment apparatus and method thereof | |
CN107954517A (en) | One kind becomes flow velocity polluted-water ecological purification system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder | ||
CP01 | Change in the name or title of a patent holder |
Address after: 541001 room 1210 and 1212, 12th floor, building T6, Feiyang international, intersection of Xicheng Avenue and Century Avenue, Lingui Town, Lingui District, Guilin City, Guangxi Zhuang Autonomous Region Patentee after: Hengsheng water environment treatment Co.,Ltd. Address before: 541001 room 1210 and 1212, 12th floor, building T6, Feiyang international, intersection of Xicheng Avenue and Century Avenue, Lingui Town, Lingui District, Guilin City, Guangxi Zhuang Autonomous Region Patentee before: GUANGXI HENGSHENG WATER ENVIRONMENT MANAGEMENT CO.,LTD. |