CN105693016A - Rain/sewage-mixed-flow-state river course distributed treatment technique - Google Patents
Rain/sewage-mixed-flow-state river course distributed treatment technique Download PDFInfo
- Publication number
- CN105693016A CN105693016A CN201610072335.3A CN201610072335A CN105693016A CN 105693016 A CN105693016 A CN 105693016A CN 201610072335 A CN201610072335 A CN 201610072335A CN 105693016 A CN105693016 A CN 105693016A
- Authority
- CN
- China
- Prior art keywords
- river course
- sewage
- plant
- bed
- rain
- 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
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/001—Runoff or storm water
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/10—Packings; Fillings; Grids
- C02F3/102—Permeable membranes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The invention discloses a rain/sewage-mixed-flow-state river course distributed treatment technique which is characterized by constructing a river course point source pollution counteraction bed at a point source pollution port, wherein the river course point source pollution counteraction bed is composed of a filter precipitation tank, an aerobe aeration tank, a floating bed aeration tank and a submerged plant-microbe composite ecological tank; and the water body discharged into the river course can enter the river under the condition of satisfying the Chinese Discharge Standard, thereby reducing the eutrophication influence on the water body. The technique reduces the sewage treatment input cost, relieves the treatment pressure of the municipal sewage plant, solves the problems of occupied area, treatment efficiency and the like caused by the restriction of the traditional technique to the rain/sewage-mixed-flow river course water purification, and avoids the problems of appearance, odor, low water flow speed and the like in the traditional ecological treatment technique.
Description
Technical field
The present invention relates to Ecology, water environmental protection field, be specifically related to the distributed Processing tecchnics in a kind of rain dirt mixed flow state river course。
Background technology
According to the visible Areas in Shanghai City of urban deputy river water quality testing result data in the environmental quality statement of Shanghai; from in Environment in Shanghai quality publication; whole city's trunk river section V class water 9.1% in 2014; bad V class water is up to 49.3%, and ammonia nitrogen and total phosphorus that main contamination index is eutrophication。Therefore can be seen that Shanghai City water quality is generally poor and eutrophication problem serious, it is badly in need of solving。The river course in city, especially old town, new extension local-style dwelling houses district be often subject to the pollution of rain dirt mixed flow water body, so also someone imagines and sewage is included in newly-built sewage network enters Sewage Plant and focus on, but because wide, local-style dwelling houses extension is fast, networking high in cost of production reason and cannot be carried out。Water sector was also once attempted in technology such as the discharge outlet place biotechnology of rain dirt mixed flow, floating bed technology, aerations to administer sewage, but the failure because of factors such as poor processing effect。
Summary of the invention
Present invention aims to institute's produced problem above; process technological principle in conjunction with successful water pollution to carry out transplanting and improving; explore the distributed Processing tecchnics designing a kind of rain dirt mixed flow state river course; it is placed in rain dirt mixed flow river course discharge outlet; the body eutrophication problem of scatterplot distributed solution rain dirt mixed flow; can clear up according to rainfall emphasis and pollute the sewage entering river in the comparatively serious time period, play the effect of purifying water body, protecting ecology。
The technical scheme is that
A kind of distributed Processing tecchnics in rain dirt mixed flow state river course, in point-source pollution mouth construction river course, point-source pollution clears up bed, described river course point-source pollution is cleared up bed and is made up of filtering settling pond, aerobic microbiological Aeration tank, floating bed Aeration tank, submerged plant-microorganism complex ecological pond, make the water body entering river course enter river when meeting GB discharge standard, reduce the eutrophication impact that water body is caused。
Rose Box that described filtering settling pond is made up of the pluggable multiple filtration net of gravity flow, precipitation plate, sewage draining exit, baffle plate, immersible pump, water-supply-pipe form, sewage is after the pluggable multiple filtration net of multilamellar, it is cut rubbish, bulky grain colloid, is sent into aerobic microbiological Aeration tank by immersible pump。
Described aerobic microbiological Aeration tank uses the method that physical treatment combines with biomembrane to process, constantly squeeze into air with air pump wherein and automatically form backflow wherein, carrying out aeration, increasing dissolved oxygen content in water body, promote aerobic bacteria breeding, it is suppressed that anaerobe grows;Hang the biomembrane that macromolecular material automatically forms for microorganism attachment wherein, make microorganism constantly breed on biomembrane。
Described floating bed plant aeration backflow pool uses the root attachment material as microorganism of emergent aquactic plant。
In described submerged plant-microorganism complex ecological pond, submerged plant rhizome is born in mud, whole plant submerged, and submerged plant is the compound biome of beneficial microbe attachment。
Traditional ecological process is combined by the present invention with biological treatment, devise that a kind of cost is low, take up an area few sewage disposal traverser, comprehensive and simplify multiple sewage treatment process, rain dirt mixed flow tube discharge outlet place, sewage is carried out distributed treatment, without carrying out other urban construction again, decrease the input cost of sewage disposal, alleviate the processing pressure of municipal sewage plant。The present invention overcomes the restriction that rain dirt mixed flow river water body is purified by traditional handicraft, problem in floor space, treatment effeciency etc., avoid attractive in appearance, the problem such as stink, current are slow owing to Traditional Ecological processes that technique brings, can according to circumstances increase and decrease the number of combinations for the treatment of facility module, each processing module can according to sewage quantity is how many effective working volume of the volume of swap modules, clearing up bed and adopt demountable structure, each module is with tidewater fluctuation and can be dragged the place shooting a retrievable arrow needs。
Detailed description of the invention
Present pre-ferred embodiments is given below, to describe technical scheme in detail。
A kind of distributed Processing tecchnics in rain dirt mixed flow state river course, in point-source pollution mouth construction river course, point-source pollution clears up bed, river course point-source pollution is cleared up bed and is made up of filtering settling pond, aerobic microbiological Aeration tank, floating bed Aeration tank, submerged plant-microorganism complex ecological pond, make the water body entering river course enter river when meeting GB discharge standard, reduce the eutrophication impact that water body is caused。
Rose Box that filtering settling pond is made up of the pluggable multiple filtration net of gravity flow, precipitation plate, sewage draining exit, baffle plate, immersible pump, water-supply-pipe form, sewage is after the pluggable multiple filtration net of multilamellar, it is cut rubbish, bulky grain colloid, is sent into aerobic microbiological Aeration tank by immersible pump。Earth in water etc. are deposited in the inclined-plane of bottom, can regularly be washed, will not pile up and too much affect filtration。
Aerobic microbiological Aeration tank uses the method that physical treatment combines with biomembrane to process, constantly squeeze into air with air pump wherein and automatically form backflow wherein, carrying out aeration, increasing dissolved oxygen content in water body, promote aerobic bacteria breeding, it is suppressed that anaerobe grows;Hang the biomembrane that macromolecular material automatically forms for microorganism attachment wherein, make microorganism constantly breed on biomembrane。Biomembrance process enables sewage to play the purification same with activated sludge continuously through suspension biological membranous layer, bottom pureed biological membranous layer, and owing to river sewage eutrophication problem is cleared up effect better by microorganism, therefore in the second ladder, sewage forms backflow。
Floating bed plant aeration backflow pool uses the root attachment material as microorganism of emergent aquactic plant。Emergent aquactic plant is less to the effect of clearing up of ammonia nitrogen, mainly by microbial degradation eutrophication element。Use floating bed plant-microorganism complex ecosystem can obtain better nitrogen phosphorus ligands effect, and the durability against pollution of emergent aquactic plant is better, and the submerged plant that durability against pollution in next processing unit is poor plays the effect clearing up process, protection in advance。
In submerged plant-microorganism complex ecological pond, submerged plant rhizome is born in mud, whole plant submerged, and submerged plant is the compound biome of beneficial microbe attachment。The aerating tissue that submerged plant tool is flourishing, is beneficial to and carries out gas exchange, and leaf mostly is long and narrow or thread, can absorb part nutrient in water, also can grow by normal growth under water when the low light level, and this kind of plant includes such as Herba vallisneriae Spiralis, hornwort, watermifoil, black algae etc.。Because submerged plant can absorb the nutrient substance in water body in growth course, including nitrogen, phosphorus etc., the water body after multi-reflow processes, five class water, the even state of four class water can be reached and enter river course。
Point Source of the present invention pollutes the water inlet pipe clearing up bed to be determined according to each Drain contamination for river channel mouth size, main pipeline is made by the curved spout having certain flexible ability, pipeline upper end and sewage draining exit are shut, lower end and the mouth of pipe be equipped with magnetic stripe, alternate up and down in pipe it is embedded with activated carbon filter screen, large-volume particulate thing absorbed portion pollutant can be hindered。Point-source pollution is cleared up the external structure of bed and is used for reference sightseeing pontoon bridge common on river, park, scenic spot, relatively large gravity can be born, squeeze into four pillars inserting riverbed at river bank, process system and pillar (pillar ensure that process system is relative stable at certain position) with four ring connections respectively。The water body entrance more at flood, very heavy rains, initial sewage and pollutant load processes system, purifies, it is ensured that the normal detergent power of device;Along with water level raises, flexible pipe reaches the flexible limit, and magnetic strip is opened, and rainwater does not enter back into process system, it is ensured that the normal flood carrying capacity of rainwater。
The ultimate principle of the present invention, principal character and advantages of the present invention have more than been shown and described。Skilled person will appreciate that of the industry; the present invention is not restricted to the described embodiments; described in above-described embodiment and description is that principles of the invention is described; the present invention also has various changes and modifications without departing from the spirit and scope of the present invention, and these changes and improvements both fall within the claimed scope of the invention。
Claims (5)
1. the distributed Processing tecchnics in a rain dirt mixed flow state river course, it is characterized in that, in point-source pollution mouth construction river course, point-source pollution clears up bed, described river course point-source pollution is cleared up bed and is made up of filtering settling pond, aerobic microbiological Aeration tank, floating bed Aeration tank, submerged plant-microorganism complex ecological pond, make the water body entering river course enter river when meeting GB discharge standard, reduce the eutrophication impact that water body is caused。
2. the distributed Processing tecchnics in rain dirt mixed flow state river course according to claim 1, it is characterized in that, Rose Box that described filtering settling pond is made up of the pluggable multiple filtration net of gravity flow, precipitation plate, sewage draining exit, baffle plate, immersible pump, water-supply-pipe form, sewage is after the pluggable multiple filtration net of multilamellar, it is cut rubbish, bulky grain colloid, is sent into aerobic microbiological Aeration tank by immersible pump。
3. the distributed Processing tecchnics in rain dirt mixed flow state river course according to claim 1, it is characterized in that, described aerobic microbiological Aeration tank uses the method that physical treatment combines with biomembrane to process, constantly squeeze into air with air pump wherein and automatically form backflow wherein, carry out aeration, increase dissolved oxygen content in water body, promote aerobic bacteria breeding, it is suppressed that anaerobe grows;Hang the biomembrane that macromolecular material automatically forms for microorganism attachment wherein, make microorganism constantly breed on biomembrane。
4. the distributed Processing tecchnics in rain dirt mixed flow state river course according to claim 1, it is characterised in that described floating bed plant aeration backflow pool uses the root attachment material as microorganism of emergent aquactic plant。
5. the distributed Processing tecchnics in rain dirt mixed flow state river course according to claim 1, it is characterized in that, in described submerged plant-microorganism complex ecological pond, submerged plant rhizome is born in mud, whole plant submerged, and submerged plant is the compound biome of beneficial microbe attachment。
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610072335.3A CN105693016A (en) | 2016-02-01 | 2016-02-01 | Rain/sewage-mixed-flow-state river course distributed treatment technique |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610072335.3A CN105693016A (en) | 2016-02-01 | 2016-02-01 | Rain/sewage-mixed-flow-state river course distributed treatment technique |
Publications (1)
Publication Number | Publication Date |
---|---|
CN105693016A true CN105693016A (en) | 2016-06-22 |
Family
ID=56230122
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610072335.3A Pending CN105693016A (en) | 2016-02-01 | 2016-02-01 | Rain/sewage-mixed-flow-state river course distributed treatment technique |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105693016A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106115979A (en) * | 2016-08-24 | 2016-11-16 | 南京置格环保科技有限公司 | A kind of original position cuts method and the special purpose device thereof of dirty segment processing sewage |
CN107055814A (en) * | 2017-05-04 | 2017-08-18 | 上海现代建筑装饰环境设计研究院有限公司 | A kind of landscape pond repaired to water pollution ecological environment and its application method |
CN110104761A (en) * | 2019-05-22 | 2019-08-09 | 江苏中百洲环境科技有限公司 | A kind of aeration type wastewater treatment equipment |
-
2016
- 2016-02-01 CN CN201610072335.3A patent/CN105693016A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106115979A (en) * | 2016-08-24 | 2016-11-16 | 南京置格环保科技有限公司 | A kind of original position cuts method and the special purpose device thereof of dirty segment processing sewage |
CN107055814A (en) * | 2017-05-04 | 2017-08-18 | 上海现代建筑装饰环境设计研究院有限公司 | A kind of landscape pond repaired to water pollution ecological environment and its application method |
CN110104761A (en) * | 2019-05-22 | 2019-08-09 | 江苏中百洲环境科技有限公司 | A kind of aeration type wastewater treatment equipment |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102120677B (en) | Biological response system for multistage sewage treatment as well as manufacturing method and sewage treatment method | |
CN105502828A (en) | Oligodynamic in-situ ecological restoration method of urban beheaded river | |
CN108128967A (en) | A kind of river water body dystopy comprehensive high-efficiency processing method and system | |
CN104692597B (en) | The unsettled sewage draining exit domestic sewage ecological in small-sized distributing river course purifies integrating device | |
CN110104904A (en) | A kind of ecological wetland system for polluted water purification and reparation | |
CN109607975B (en) | Constructed wetland structure for repairing super-eutrophic water body and endogenous pollution | |
CN105693016A (en) | Rain/sewage-mixed-flow-state river course distributed treatment technique | |
CN202063793U (en) | Biological response system used for multi-stage sewage treatment | |
CN205023952U (en) | Vertical current subsurface flow constructed wetlands | |
CN113979603A (en) | Filling replaceable double-layer planting sleeve water-activating type modular constructed wetland device | |
CN109824213A (en) | A kind of urban catchments water purification system and method | |
CN108793609A (en) | The method of urban rainwater management and processing | |
CN106517524B (en) | A kind of device and method of micro- aeration rotating wetland filtering pond processing town sewage | |
CN105254130A (en) | Wetland sewage treatment system and method thereof | |
CN111777268A (en) | Ecological purification method of landscape water body based on modified plant tannin | |
CN208964633U (en) | Ecological continuous filter | |
CN214829809U (en) | Small-size broken-end river water quality lift system | |
CN106145508A (en) | MK-001 comprehensive oxidation pond fresh water (FW) treatment technology | |
CN205347155U (en) | Landfill leachate removes flavor system | |
CN2818472Y (en) | In situ composite reaction treater for domestic and fecal sewage | |
CN210764857U (en) | Distributed rural domestic sewage treatment system | |
CN208594174U (en) | A kind of domestic sewage ecological cleaning treatment system | |
CN210117313U (en) | Biodegradable toilet sewage treatment system | |
CN111139784A (en) | Point source pollution enhanced retention and purification artificial wetland system at lake inlet and lake outlet | |
CN111115834A (en) | Artificial wetland system in contact with algae mesh water |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160622 |
|
WD01 | Invention patent application deemed withdrawn after publication |