CN1289414C - Sewage treating plant and industry for water region - Google Patents
Sewage treating plant and industry for water region Download PDFInfo
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- CN1289414C CN1289414C CNB001285688A CN00128568A CN1289414C CN 1289414 C CN1289414 C CN 1289414C CN B001285688 A CNB001285688 A CN B001285688A CN 00128568 A CN00128568 A CN 00128568A CN 1289414 C CN1289414 C CN 1289414C
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- water
- sewage
- treatment plant
- treatment
- waters
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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
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- Treatment Of Biological Wastes In General (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The present invention relates to a sewage treating plant and an industry thereof for treating sewage in a receiving water area (10) of urban sewage discharge, which comprises that urban sewage, primary rain sewage, water area sewage, polluted water body carry water bed sludge, domestic refuse and combined sewage of other pollution solid bodies converted into a liquid are implemented under water, on a water bank or on the water. The present invention is suitable for on the spot purification treatment for sewage discharge areas of an urban river, a channel, a lake, a sea, etc. The present invention recovers various sewage treating resources of an above-water platform of water area agrarian property, etc.
Description
(1) technical field:
The present invention relates under water, sewage disposal, the especially urban sewage of water bank or active pipeline waterborne or biological pipe well in the waters is received in river, canal, lake, sea, adopt the technical process of biological carbon and phosphorous removal, the waters sewage work of integrated setting.
(2) background technology:
Existing municipal sewage treatment, be to carry by municipal sewage system blowdown pipe network long distance, and discharge it through the municipal sewage plant that is located at land and received the waters, thereby the pipe-networks engineering of disposing of sewage in land is huge, and the land used costliness of founding the factory is finished the duration speciality, the operation power consumption is very high, be difficult to effect a radical cure urban waters simultaneously and pollute, so that existing pollution treatment investment greatly, and it is minimum to reclaim resource.
In the sewage disposal of land, often be that processing unit comprises anaerobic pond, anoxic pond, Aerobic Pond and settling tank, but the equal difficult what of these process structures is built the sewage work in waters with the pond.And processing unit of the easy integrated any biochemical sewage disposal in what waters of the sewage disposal of biological pipe well (ZL 9324145.0, September 20 nineteen ninety-five Granted publication day) and products thereof.
In the sewage disposal of land, also there is self beyond retrieve drawback, only is suitable for the purification draining of city planting ductwork, the biochemical water purification of inapplicable water pollution; Be with the urban sewage purification draining on the one hand, and on the other hand, the Sustainable development of the urban waters that runs off simultaneously again drought flowing water source.
(3) summary of the invention:
The purpose of this invention is to provide a kind of waters sewage work, municipal effluent need not land be founded the factory and the long distance blowdown is handled; And, with municipal drainage, water bed mud, domestic refuse and other solid waste comprehensive anti-pollutions, reclaiming a large amount of various pollution treatment resources and returns of investment that radical cure water is polluted, will be converted on the occasion of growth by existing negative value.
The object of the present invention is achieved like this: being received in the waters of municipal drainage, anaerobism by sealing is catchmented, anoxic denitrogenation, aerobic backflow with shunt dephosphorization circular treatment water and be connected, and under water, water bank or waterborne, treatment plant's body of active pipeline or biological pipe well is set and in the treatment plant of factory's body end face, make urban sewage and received that one end water is connected between the treatment plant in waters, the other end between treatment plant then with received waters or reclaiming system water and be connected.Be located at and received undersurface treatment plant body and treatment plant thereof, as municipal effluent delivery water bed mud and domestic refuse, through integrated pipe well reclaims building filler, regenerative raw materials under water, ammonia nitrogen is sick of and the above water platform of phosphorus containing sludge.Be located at the treatment plant's body under the lowest low water level and the recessed mortise of treatment plant, as the purification river course of the ecological water bed in coastal cities, and the unidirectional river wastewater of rising with the downstream, dry flow sewage and rain stream sewage, the aquatic organism pipe well factory of recycling clear water and above water platform.Be located at the treatment plant's body under the water bed bottom surface and the recessed mortise of treatment plant, purification river course as the ecological water bed of inland city, and with municipal effluent delivery water bed mud and domestic refuse, the recycling clear water promptly utilizes draining up to standard to replace to supply water in the upstream and the above water platform of integrated bio pipe well under water.Be located at the embankment that the treatment plant's body filled out under the seawater position and treatment plant constitute one-level platform and secondary platform and fill out well, and received the wastewater treatment of solid waste with municipal drainage, reclaim the cofferdam build fill out Haiti face fill out that produce in Haiti and the pollution treatment resource of building filler.Under water treatment plant's body be located at the discharging water level down with the recessed mortise on water bank ground, as the purification channel of handling on the water bed bottom surface, clear water place, and be the bridge construction basis with treatment plant's body, skyway pollution treatment resource on the recovery viaduct post.Along the river the recessed mortise that set handling factory body and treatment plant and river course revetment constitute on the water bed bottom surface under water is the purification river course that rain flows clear water; Recycle-water upper mounting plate pollution treatment resource and the reuse of processing clear water thereof.Along the river set handling factory body on the platform on the water waterborne, and shunt rain with the river course partition wall and flow clear water and first rain sewage, dry flow sewage and the rain collected through the wastewater interception pipe of water bed bottom surface flow sewage; And, reclaim factory's roof panel pollution treatment resource and handle the clear water reuse as the processing waterborne of the river course of municipal drainage.
Adopt such scheme by what, can not only reduce urban drainage pipe network in a large number, found the factory and processing costs, comprehensive operation power consumption of accelerating the engineering construction of its comprehensive anti-pollution and significantly reducing its pollution treatment engineering, and, can in the radical cure water pollution, reclaim its a large amount of various waters pollution treatment resources, Sustainable development waters pollution treatment industry.
(4) description of drawings:
Below in conjunction with drawings and Examples to the detailed description of the invention.
Fig. 1 is the technological process block-diagram of waters sewage work.
Fig. 2 is factory's body view elevation view that Fig. 1 implements the biochemical synchronous processing of discharged sewage.
Fig. 3 is factory's body view elevation view that Fig. 1 implements coastal cities tide gate river sewage disposal.
Fig. 4 is factory's body view elevation view that Fig. 1 implements inland city underwater synthetic pollution treatment system.
Fig. 5 is factory's body view elevation view that Fig. 1 implements industry for treating sewage by filling up sea.
Fig. 6 is the body view elevation view of factory under water that Fig. 1 implements the blowdown channel.
Fig. 7 is Fig. 1 implement to catchment body view elevation view of factory under water in river course.
Fig. 8 is Fig. 1 implement to catchment factory waterborne body view elevation view in river course.
In the accompanying drawings
The 3-anoxic denitrogenation 4-ammonia nitrogen aerobic backflow of 5-of being sick of of catchmenting of 1-municipal drainage 2-anaerobism
6-backflow sewage 7-shunting dephosphorization 8-phosphorus containing sludge 9-handles clear water 10-and is received the waters
11-municipal effluent 12-water bed mud 13-domestic refuse 14-building filler 15-regenerative raw materials
The body 17-of 16-treatment plant treatment plant 18-above water platform 19-water bank ground 20-factory body bottom surface
21-water bed bottom surface 22-is received the ecological water bed of water surface 23-lowest low water level 24-highest tide level 25-
26-river wastewater 27-dry flow sewage 28-rain stream sewage 29-combined sewage 30-discharging water level
31-one-level platform 32-secondary platform 33-solid waste 34-fills out Haiti face 35-and fills out the seawater position
The 36-channel platform 37-viaduct post 38-skyway 39-rain stream clear water 40-water level that drains off floodwaters
Revetment 42-river course, 41-river course partition wall 43-is rain sewage 44-wastewater interception pipe 45-factory roof panel just
(5) embodiment:
In Fig. 1:
The present invention adopts existing A
2The technical process of/O method biological carbon and phosphorous removal is:
By municipal drainage 1 input anaerobism catchment 2 handle after, mixing input with phosphorous nitrification liquid does not have the anoxic denitrogenation 3 of molecular oxygen to handle, and removes its anterior BOD, discharges phosphorus and denitrification removes ammonia nitrogen removal lonely 4; Import aerobic backflow 5 processing again, behind removal rear portion BOD, absorption phosphorus and the nitrated ammonia nitrogen, promptly handle clear water 9 with shunting dephosphorization 7 processing and removal phosphorus containing sludge 8 thereof with exporting with the backflow sewage 6 of phosphorous nitrification liquid.
In Fig. 2:
The biochemical synchronous processing of the present invention's discharged sewage is that the pollution solid with water bed mud and domestic refuse changes liquid state over to, as the municipal effluent second-stage treatment.
The biochemical synchronous processing of discharged sewage is located at treatment plant's body 16 and the treatment plant of being received under the water surface 22 17 thereof, by municipal effluent 11 delivery water bed mud 12 and domestic refuses 13, build the above water platform 18 of filler 14, regenerative raw materials 15, ammonia nitrogen lonely 4 and phosphorus containing sludge 8 through integrated pipe well recovery under water.
In Fig. 3:
Extra large Suzhou River tide gate river sewage disposal on the present invention is the tidewater with the unidirectional introducing Huangpu River of master stream tide lock, handles as the waters river wastewater in coastal cities.
Coastal cities tide gate river sewage disposal is located at the recessed mortise of treatment plant's body 16 and treatment plant 17 under the lowest low water level 23, purification river course as coastal cities river ecological water bed 25, and the unidirectional river wastewater 26 and dry flow sewage 27 and the rain stream sewage 28 that utilize the downstream to rise, sewage work, the aquatic organism pipe well factory of recycling clear water 9 and above water platform 18 pollution treatment resources.
In Fig. 4:
Comprehensive anti-pollution system under Beijing cold water river of the present invention is the stream pollution of handling radical cure inland city with discharged sewage.
Inland city underwater synthetic pollution treatment system is located at the recessed mortise of treatment plant's body 16 and treatment plant 17 under the water bed bottom surface 21, purification river course as inland city's river ecological water bed 25, and by municipal effluent 11 delivery water bed mud 12 and domestic refuses 13, recycling clear water 9 promptly utilizes draining up to standard to replace to supply water in the upstream and the above water platform 18 pollution treatment resources of integrated bio pipe well under water.
In Fig. 5:
The present invention's industry for treating sewage by filling up sea is received the wastewater treatment of solid waste with the coastal cities draining, fills out the Haiti of filling out of well as embankment and produces.
Industry for treating sewage by filling up sea is located at treatment plant's body of filling out under the seawater position 35 16 and fills out well with the embankment that treatment plant 17 constitutes one-level platforms 31 and secondary platform 32, and is received the wastewater treatment of solid waste 33 with municipal drainage 1; Reclaim the cofferdam and build the pollution treatment resource that filler 14 was produced and built in Haiti of filling out of filling out Haiti face 34.
In Fig. 6:
The present invention's urban sewage channel purification system is to handle with the discharged sewage of municipal drainage, as the skyway waterborne that purifies channel.
The body of treatment plant under water 16 of urban sewage channel purification system is located at the recessed mortise on discharging water level 30 times and water bank ground 19, as the purification channel of handling on the water bed bottom surface, clear water 9 place, and with treatment plant's body as the bridge construction basis, reclaim the pollution treatment resource of skyway 38 on the viaduct post 37.
In Fig. 7:
The present invention's the river course purification system under water of catchmenting is to handle as the river course discharged sewage in the basin of catchmenting with municipal drainage.
The river course purification system under water of catchmenting, set handling factory body 16 and the recessed mortise that treatment plant 17 and river course revetment 41 constitute on water bed bottom surface 21 under water along the river are the purification river course of rain stream clear water 39; Recycle-water upper mounting plate 18 pollution treatment resources and 9 reuses of processing clear water.
In Fig. 8:
The present invention's the river course that catchments purification system waterborne is to handle as the river course in the basin of catchmenting combined sewage waterborne with municipal drainage.
The river course purification system waterborne of catchmenting, set handling factory body 16 on the platform on the water 18 waterborne along the river, and utilize the rain stream clear water 39 of river course partition wall 42 shuntings and first rain sewage 43, be located at wastewater interception pipe 44 and the dry flow sewage 27 and the rain stream sewage 28 of water bed bottom surface 21; As the processing waterborne of the river course of municipal drainage 1, reclaim factory's roof panel 45 pollution treatment resources and handle clear water 9 reuses.
Claims (8)
1, a kind of waters sewage work is being received in the waters (10) of municipal drainage (1), by the anaerobism of sealing catchment (2), anoxic denitrogenation (3), aerobic backflow (5) with shunt dephosphorization (7) circular treatment water and be connected; It is characterized in that under water, water bank or waterborne, treatment plant's body (16) that active pipeline or biological pipe well constitute is set and in the treatment plant (17) of factory's body end face, make urban sewage and received that one end water is connected between the treatment plant in waters, the other end between treatment plant then with received waters or reclaiming system water and be connected.
2, waters according to claim 1 sewage work, its feature of implementing the biochemical synchronous processing of discharged sewage is: be located at and received the water surface (22) treatment plant's body (16) and treatment plant (17) thereof down, reclaim the above water platform (18) of building filler (14), regenerative raw materials (15), ammonia nitrogen lonely (4) and phosphorus containing sludge (8) as municipal effluent (11) delivery water bed mud (12) and domestic refuse (13) through integrated pipe well under water.
3, waters according to claim 1 sewage work, its feature of implementing coastal cities tide gate river sewage disposal is: be located at the treatment plant's body (16) lowest low water level (23) under and the recessed mortise of treatment plant (17), purification river course as the ecological water beds in coastal cities (25), and the unidirectional river wastewater (26) of rising with the downstream, dry flow sewage (27) and rain stream sewage (28), the aquatic organism pipe well factory of recycling clear water (9) and above water platform (18) pollution treatment resource.
4, waters according to claim 1 sewage work, its feature of implementing inland city underwater synthetic pollution treatment system is: be located at the treatment plant's body (16) water bed bottom surface (21) under and the recessed mortise of treatment plant (17), purification river course as the ecological water bed of inland city (25), and with municipal effluent (11) delivery water bed mud (12) and domestic refuse (13), recycling clear water (9) promptly utilizes draining up to standard to replace to supply water in the upstream and the above water platform of integrated bio pipe well (18) pollution treatment resource under water.
5, waters according to claim 1 sewage work, its feature of implementing industry for treating sewage by filling up sea is: be located at treatment plant's body (16) of filling out the seawater position (35) under and fill out well with the embankment of treatment plant (17) formation one-level platform (31) and secondary platform (32), and received the wastewater treatment of solid waste (33) with municipal drainage (1); Reclaim the cofferdam and build the pollution treatment resource that filler was produced and built in Haiti of filling out of filling out Haiti face (34).
6, waters according to claim 1 sewage work, its feature of implementing urban sewage channel purification system is: under water treatment plant's body (16) be located at discharging water level (30) down with the recessed mortise on water bank ground (16), as the purification channel of handling on the water bed bottom surface, clear water (9) place, and be the bridge construction basis with treatment plant's body, reclaim the pollution treatment resource that viaduct post (37) is gone up skyway (38).
7, waters according to claim 1 sewage work, its enforcement catchment the river course under water the feature of purification system be: go up set handling factory body (16) and the recessed mortise that treatment plant (17) and river course revetment (41) constitute in water bed bottom surface (21) under water along the river, be the purification river course of rain stream clear water (39); Recycle-water upper mounting plate pollution treatment resource and the reuse of processing clear water (9) thereof.
8, waters according to claim 1 sewage work, the catchment feature of river course purification system waterborne of its enforcement is: platform on the water waterborne along the river (18) is gone up set handling factory body (16), and with the rain stream clear water (39) of river course partition wall (42) shunting and first rain sewage (43), dry flow sewage (27) and the rain collected through the wastewater interception pipe (44) of water bed bottom surface (21) flow sewage (28); And, reclaim factory's roof panel (45) pollution treatment resource and handle clear water (9) reuse as the river course processing waterborne of municipal drainage (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB001285688A CN1289414C (en) | 1999-11-22 | 2000-11-15 | Sewage treating plant and industry for water region |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN99254562 | 1999-11-22 | ||
| CN99254562.5 | 1999-11-22 | ||
| CNB001285688A CN1289414C (en) | 1999-11-22 | 2000-11-15 | Sewage treating plant and industry for water region |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1296922A CN1296922A (en) | 2001-05-30 |
| CN1289414C true CN1289414C (en) | 2006-12-13 |
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ID=25739589
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB001285688A Expired - Fee Related CN1289414C (en) | 1999-11-22 | 2000-11-15 | Sewage treating plant and industry for water region |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1289414C (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100385082C (en) * | 2005-05-30 | 2008-04-30 | 程惠源 | Urban-rural pipeline system engineering sewage discharge and utilization comprehensive system structure |
| CN101164926B (en) * | 2007-08-17 | 2010-05-26 | 浙江大学 | Domestic garbage landfilling and processing technique with in-situ denitrogenation function and bioreactor |
| CN102815781B (en) * | 2012-06-26 | 2015-06-24 | 黄斌夫 | Pollution discharge and water purification area |
| CN104445580A (en) * | 2014-10-28 | 2015-03-25 | 黄斌夫 | Water purification method for rivers and lakes |
| CN105984949A (en) * | 2015-02-10 | 2016-10-05 | 王志龙 | River sewage treatment method and special purification system |
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2000
- 2000-11-15 CN CNB001285688A patent/CN1289414C/en not_active Expired - Fee Related
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| Publication number | Publication date |
|---|---|
| CN1296922A (en) | 2001-05-30 |
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Granted publication date: 20061213 Termination date: 20091115 |