CN205398386U - Sewage treatment system based on solar energy and wind energy - Google Patents
Sewage treatment system based on solar energy and wind energy Download PDFInfo
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- CN205398386U CN205398386U CN201620148030.1U CN201620148030U CN205398386U CN 205398386 U CN205398386 U CN 205398386U CN 201620148030 U CN201620148030 U CN 201620148030U CN 205398386 U CN205398386 U CN 205398386U
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- sewage disposal
- disposal system
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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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/20—Controlling water pollution; Waste water treatment
- Y02A20/208—Off-grid powered water treatment
- Y02A20/212—Solar-powered wastewater sewage treatment, e.g. spray evaporation
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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
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/33—Wastewater or sewage treatment systems using renewable energies using wind energy
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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
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/37—Wastewater or sewage treatment systems using renewable energies using solar energy
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- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
The utility model discloses a sewage treatment system based on solar energy and wind energy, belongs to the technical field of sewage treatment. It includes solar cell, aerogenerator, the complementary controller of scene, the battery, the air -blower, sewage treatment system, solar cell and aerogenerator connect respectively in the complementary controller of scene, solar cell and aerogenerator are storage battery charging through honourable complementary controller respectively, the battery is used for storing the electric energy and supplies power to the air -blower, make, the air -blower is in operating condition, the air -blower is used for providing the aeration required air supply for sewage treatment system. Wherein, because solar energy and wind energy are for regenerating, it is permanent, the cleaning type energy, it can practice thrift a large amount of commercial powers, in the cost that reduces sewage treatment effectively, can avoid producing the waste residue, waste water, waste gas and noise pollution.
Description
Technical field
This utility model relates to technical field of sewage, particularly relates to a kind of sewage disposal system based on solar energy and wind energy.
Background technology
The main method of sewage disposal during biological treatment at present, it is possible to be divided into activated sludge process and biomembrance process.Activated sludge process is better than technology maturation, equipment is reliable, it is used widely in down-stream processes, but the problem that small-scale sewage process aspect exists fluctuation of service again, technique is complex, technology requires higher and energy consumption is also higher, it is difficult in economic development backward areas, the samll cities and towns of especially fragmentary distribution, residential quarters, tourist attractions and vast rural area popularization and application.
Bio-filter technology utilizes the microorganism treating sewage being grown in filter tank filter material surface, there is microbes biomass big, Stability Analysis of Structures and the good feature of bio-diversity, therefore its hydraulic load and capacity of resisting impact load are all very strong, load instability can well be adapted to, domestic sewage in rural areas that change of water quality is big, residential quarters, tourist attractions sewage disposal.
Traditional rapid diafiltration sewage treating system is the one of waste water soil treatment technology.It selects the natural sand soil of good penetrability as oozing place, pond soon, and sewage cloth is being oozed on pond soon, produces the physics of complexity, chemistry and biological agent and make sewage be purified during by oozing soil layer under sewage.Owing to Biomass is big, it is desirable to reactor has stronger oxidation effect, particularly when having nitrification function, the demand of oxygen-supplying amount being strengthened further, traditional gravity-flow ventilation cannot meet requirement.
Utility model content
In view of this, this utility model provides a kind of sewage disposal system based on solar energy and wind energy, it is conceived to high treating effect, energy consumption is low, invest and operating cost is low, easy to operate, it is simple to safeguard, it is adaptable to samll cities and towns, residential quarters, tourist attractions and vast rural area are thus more suitable for practicality.
In order to achieve the above object, the technical scheme based on solar energy and the sewage disposal system of wind energy that this utility model provides is as follows:
Sewage disposal system based on solar energy and wind energy provided by the invention includes solaode, wind-driven generator, wind/light complementation controller, accumulator, aerator, sewage disposal system,
Described solaode and wind-driven generator are connected to described wind/light complementation controller,
Described solaode and wind-driven generator are the charging of described accumulator respectively through described wind/light complementation controller,
Described accumulator is used for storing electric energy and powering to described aerator so that described aerator is in running order,
Described aerator is used for as source of the gas needed for described sewage disposal system offer aeration.
The sewage disposal system based on solar energy and wind energy that this utility model provides also can be applied to the following technical measures to achieve further.
As preferably, described sewage disposal system includes regulating reservoir, oozes pond, discharge bay, water inlet, outlet, the first gate, the second gate, flume, the first filler soon, the second filler, aeration mechanism and Aeration tank,
Described water inlet is opened in the side of described regulating reservoir, the opposite side of described regulating reservoir can be connected with described pond of oozing soon by described first gate, described pond of oozing soon is connected with the side of described discharge bay by described flume, and described outlet is arranged at the opposite side of described discharge bay；
Described flume is arranged at described oozing soon bottom pond；
The minimum point of described regulating reservoir is lower than the minimum point of described flume；
The minimum point of described discharge bay is lower than the minimum point of described flume；
Described first filler is clogged and is oozed soon in pond in described, and described second filler is clogged in described flume, and wherein, described first filler is for being filtered infiltration water therein；Described second filler for carrying out drain to flowing through water therein, and, support described first filler；
The opposite side of described regulating reservoir can connect with described Aeration tank also by described second gate；
Described Aeration tank is arranged at bottom described flume；
Described aeration mechanism is for spreading for nitrated gas to described Aeration tank.
As preferably, described first filler is selected from one or several in Dali stone sand, fine sand, zeolite.
As preferably, described second filler is selected from the first gravel.
As preferably, the particle diameter span of the first gravel described is 32mm～64mm.
As preferably, described sewage disposal system also includes ecological vegetation and soil horizon, and described soil horizon is laid in described first filler top, and described ecological vegetation is planted on described soil horizon.
As preferably, described ecological vegetation is selected from the tall and big ecological vegetation of well developed root system, plant.
As preferably, described aeration mechanism includes aeration tube and aeration head, by described aeration tube, it is possible to the conveying of described aeration head for nitrated gas.
As preferably, being filled with the 3rd filler in described Aeration tank, described 3rd filler is used for forming labyrinth passage.
As preferably, described 3rd filler is selected from the second gravel, and the particle diameter span of described the second gravel is 16mm～32mm.
The sewage disposal system based on solar energy and wind energy that this utility model provides includes solaode, wind-driven generator, wind/light complementation controller, accumulator, aerator, sewage disposal system, solaode and wind-driven generator are connected to wind/light complementation controller, solaode and wind-driven generator are accumulator charging respectively through wind/light complementation controller, accumulator is used for storing electric energy and powering to aerator, making aerator in running order, aerator is used for as source of the gas needed for sewage disposal system offer aeration.Wherein, owing to solar energy and wind energy are renewable, permanent, the clean type energy, it can save a large amount of civil power, be effectively reduced sewage disposal cost meanwhile, it is capable to avoid producing waste residue, waste water, waste gas and sound pollution.
Accompanying drawing explanation
By reading hereafter detailed description of the preferred embodiment, various other advantage and benefit those of ordinary skill in the art be will be clear from understanding.Accompanying drawing is only for illustrating the purpose of preferred implementation, and is not considered as restriction of the present utility model.And in whole accompanying drawing, it is denoted by the same reference numerals identical parts.In the accompanying drawings:
The structural representation based on solar energy and the sewage disposal system of wind energy that Fig. 1 provides for this utility model embodiment.
Detailed description of the invention
This utility model is for solving prior art Problems existing, it is provided that a kind of sewage disposal system based on solar energy and wind energy, thus more suitable for practicality.
For further setting forth that this utility model is reach technological means and effect that predetermined utility model purpose is taked, below in conjunction with accompanying drawing and preferred embodiment, to according to the sewage disposal system based on solar energy and wind energy that the utility model proposes, its detailed description of the invention, structure, feature and effect thereof, describe in detail as after.In the following description, what different " embodiments " or " embodiment " referred to is not necessarily same embodiment.Additionally, special characteristic in one or more embodiment, structure or feature can be combined by any suitable form.
The terms "and/or", is only a kind of incidence relation describing affiliated partner, and expression can exist three kinds of relations, such as, A and/or B, concrete is interpreted as: can include A and B simultaneously, can individualism A, it is also possible to individualism B, it is possible to possess above-mentioned three kinds of any one situations.
Embodiment one
Referring to accompanying drawing 1, the sewage disposal system based on solar energy and wind energy that the embodiment of the present invention provides includes solaode, wind-driven generator, wind/light complementation controller, accumulator, aerator, sewage disposal system 1, solaode and wind-driven generator are connected to wind/light complementation controller, solaode and wind-driven generator are accumulator charging respectively through wind/light complementation controller, accumulator is used for storing electric energy and powering to aerator, making aerator in running order, aerator is for providing source of the gas needed for aeration for sewage disposal system 1.
The sewage disposal system based on solar energy and wind energy that this utility model embodiment provides includes solaode, wind-driven generator, wind/light complementation controller, accumulator, aerator, sewage disposal system 1, solaode and wind-driven generator are connected to wind/light complementation controller, solaode and wind-driven generator are accumulator charging respectively through wind/light complementation controller, accumulator is used for storing electric energy and powering to aerator, making aerator in running order, aerator is for providing source of the gas needed for aeration for sewage disposal system 1.Wherein, owing to solar energy and wind energy are renewable, permanent, the clean type energy, it can save a large amount of civil power, be effectively reduced sewage disposal cost meanwhile, it is capable to avoid producing waste residue, waste water, waste gas and sound pollution.
Wherein, sewage disposal system 1 includes regulating reservoir 4, oozes pond 5, discharge bay 9, water inlet 2, outlet the 3, first gate the 6, second gate 11, flume 7, aeration mechanism, Aeration tank 2 soon, first filler, the second filler, water inlet 2 is opened in the side of regulating reservoir 4, the opposite side of regulating reservoir 4 can be connected with oozing soon pond 5 by the first gate 6, oozing pond 5 soon to be connected with the side of discharge bay 9 by flume 7, outlet 3 is arranged at the opposite side of discharge bay 9；Flume 7 is arranged at and oozes soon bottom pond 5；The minimum point of regulating reservoir 4 is lower than the minimum point of flume 7；The minimum point of discharge bay 9 is lower than the minimum point of flume 7；First filler is clogged in oozing in pond 5 soon, and the second filler is clogged in flume 7, wherein, the first filler for penetrate into water therein be filtered, the second filler for flow through water therein carry out drain and support the first filler；The opposite side of regulating reservoir 4 can connect with Aeration tank 12 also by the second gate 11；Aeration tank 12 is arranged at bottom flume 7；Aeration mechanism is for spreading the gas nitrated for ecological vegetation 10 to Aeration tank 12.
This sewage disposal system 1 includes regulating reservoir 4, oozes pond 5, discharge bay 9, water inlet 2, outlet the 3, first gate 6, flume the 7, first filler, the second filler soon, water inlet 2 is opened in the side of regulating reservoir 4, the opposite side of regulating reservoir 4 can be connected with oozing soon pond 5 by the first gate 6, oozing pond 5 soon to be connected with the side of discharge bay 9 by flume 7, outlet 3 is arranged at the opposite side of discharge bay 9；Flume 7 is arranged at and oozes soon bottom pond 5；The minimum point of regulating reservoir 4 is lower than the minimum point of flume 7；The minimum point of discharge bay 9 is lower than the minimum point of flume 7；First filler is clogged in oozing in pond 5 soon, and the second filler is clogged in flume 7, wherein, the first filler for penetrate into water therein be filtered, the second filler for flow through water therein carry out drain and support the first filler.When applying this sanitary sewage diafiltration composite processing system, sanitary sewage in regulating reservoir 4 is entered into by the first gate 6 and oozes in pond 5 soon, sanitary sewage can be filtered by it, reach sanitary sewage is carried out the purpose of diafiltration, purification, sanitary sewage after filtering can arrive discharge bay 9 by flume 7, and finally discharge via outlet 3, standby.The sanitary sewage diafiltration composite processing system that this utility model provides is particularly suited for water quality pollutant and the relatively low contaminated water of organic concentration.This sewage disposal system freezes in the north when running period, ooze more than pond 5 frost line during due to ice period soon can freeze, winter, phragmites communis root system reoxygenation ability was poor, for maintaining the properly functioning of system, a small amount of gas distribution need to be carried out, demand to oxygen-supplying amount during to meet nitrification function, after introducing aeration mechanism, it is possible to efficiently against this defect.In the present embodiment, label 8 represents the transit joint between flume 7 and discharge bay 9.
Wherein, the first filler is selected from one or several in Dali stone sand, fine sand, zeolite.This filling adsorption performance is good, can provide substantial amounts of specific surface area for the apposition growth of microorganism；Sewage is made to flow through biomembrane with liquid film state；There are enough porositys, good permeability, it is possible to ensure the supply of oxygen；There is good chemical stability；Microbial growth is had no adverse effect；Raw material is extensive, cheap and easy to get.
Wherein, the second filler is selected from the first gravel.Its provide labyrinth passage simultaneously as its hardness is bigger, it is possible to the first filler is played better supporting role, and to avoid the first filler to collapse, in the present embodiment, the particle diameter span of the first gravel is 32mm～64mm.The particle diameter of this first gravel is relatively big, and specific surface area is less, but, have no effect on its effect passed through for the water through diafiltration, and, it is possible to the first filler is had better supporting role.
Wherein, sanitary sewage diafiltration composite processing system 1 also includes ecological vegetation 10 and soil horizon, and soil horizon is laid in the first filler top, and ecological vegetation 10 kinds is planted on soil horizon.Apply this ecological vegetation 10, by increasing capacitance it is possible to increase ooze the oxygen transmission quantity in pond soon.
Wherein, ecological vegetation 10 is selected from the tall and big ecological vegetation of well developed root system, plant.In the present embodiment, ecological vegetation 10 is selected from phragmites communis, Herba Typhae etc..
Wherein, aeration mechanism includes aeration tube 13 and aeration head 15, by aeration tube 13, it is possible to carry the gas nitrated for ecological vegetation 10 to aeration head 15.In the present embodiment, aeration head 15 is disc type aeration head, and multiple aeration heads 15 are connected on a pallet 14 so that aeration head 15 can be distributed on pallet 14.Aeration tank 12 water outlet enters oozes pond 5 frost line region below soon, purifies water further, oozes bottom, pond 5 soon and forms anoxic zone without Aeration tank 12 part, performs denitrification function with the Organic substance in sewage for carbon source.Due to whole reactor admixture preferably, the low-carbon (LC) Organic substance generated after aerobe membrane degradation can as the electron donor of anoxic zone, and the nitrated acidity brought can also quickly be neutralized, and is beneficial to the carrying out of anti-nitration reaction.Aerobic biologic membrane and anoxic zone are conducive to different flora to play best effect in different spatial distributions.Whole reactor floor space is little, it is simple to operation management, can cross the function reaching organics removal and denitrogenation.Anoxic zone water outlet enters braiding channel, enters discharge bay, drain pipe discharges.
Wherein, being filled with the 3rd filler in Aeration tank 12, the 3rd filler is used for forming labyrinth passage.It can reach the effect of uniform aerating gas.In the present embodiment, the 3rd filler is selected from the second gravel, and the particle diameter span of the second gravel is 16mm～32mm, and aerating gas can be air.
Although having been described for preferred embodiment of the present utility model, but those skilled in the art are once know basic creative concept, then these embodiments can be made other change and amendment.So, claims are intended to be construed to include preferred embodiment and fall into all changes and the amendment of this utility model scope.
Obviously, this utility model can be carried out various change and modification without deviating from spirit and scope of the present utility model by those skilled in the art.So, if these amendments of the present utility model and modification belong within the scope of this utility model claim and equivalent technologies thereof, then this utility model is also intended to comprise these change and modification.
Claims (10)
1. the sewage disposal system based on solar energy and wind energy, it is characterised in that include solaode, wind-driven generator, wind/light complementation controller, accumulator, aerator, sewage disposal system,
Described solaode and wind-driven generator are connected to described wind/light complementation controller,
Described solaode and wind-driven generator are the charging of described accumulator respectively through described wind/light complementation controller,
Described accumulator is used for storing electric energy and powering to described aerator so that described aerator is in running order,
Described aerator is used for as source of the gas needed for described sewage disposal system offer aeration.
2. the sewage disposal system based on solar energy and wind energy according to claim 1, it is characterized in that, described sewage disposal system includes regulating reservoir, oozes pond, discharge bay, water inlet, outlet, the first gate, the second gate, flume, the first filler, the second filler, aeration mechanism and Aeration tank soon
Described water inlet is opened in the side of described regulating reservoir, the opposite side of described regulating reservoir can be connected with described pond of oozing soon by described first gate, described pond of oozing soon is connected with the side of described discharge bay by described flume, and described outlet is arranged at the opposite side of described discharge bay；
Described flume is arranged at described oozing soon bottom pond；
The minimum point of described regulating reservoir is lower than the minimum point of described flume；
The minimum point of described discharge bay is lower than the minimum point of described flume；
Described first filler is clogged and is oozed soon in pond in described, and described second filler is clogged in described flume, and wherein, described first filler is for being filtered infiltration water therein；Described second filler for flow through water therein carry out drain and support described first filler；
The opposite side of described regulating reservoir can connect with described Aeration tank also by described second gate；
Described Aeration tank is arranged at bottom described flume；
Described aeration mechanism is for spreading for nitrated gas to described Aeration tank.
3. the sewage disposal system based on solar energy and wind energy according to claim 2, it is characterised in that described first filler is selected from one or several in Dali stone sand, fine sand, zeolite.
4. the sewage disposal system based on solar energy and wind energy according to claim 2, it is characterised in that described second filler is selected from the first gravel.
5. the sewage disposal system based on solar energy and wind energy according to claim 4, it is characterised in that the particle diameter span of the first gravel described is 32mm～64mm.
6. the sewage disposal system based on solar energy and wind energy according to claim 2, it is characterised in that also include ecological vegetation and soil horizon, described soil horizon is laid in described first filler top, and described ecological vegetation is planted on described soil horizon.
7. the sewage disposal system based on solar energy and wind energy according to claim 6, it is characterised in that described ecological vegetation is selected from the tall and big ecological vegetation of well developed root system, plant.
8. the sewage disposal system based on solar energy and wind energy according to claim 2, it is characterised in that described aeration mechanism includes aeration tube and aeration head, by described aeration tube, it is possible to the conveying of described aeration head for nitrated gas.
9. the sewage disposal system based on solar energy and wind energy according to claim 2, it is characterised in that being filled with the 3rd filler in described Aeration tank, described 3rd filler is used for forming labyrinth passage.
10. the sewage disposal system based on solar energy and wind energy according to claim 9, it is characterised in that described 3rd filler is selected from the second gravel, and the particle diameter span of described the second gravel is 16mm～32mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620148030.1U CN205398386U (en) | 2016-02-29 | 2016-02-29 | Sewage treatment system based on solar energy and wind energy |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620148030.1U CN205398386U (en) | 2016-02-29 | 2016-02-29 | Sewage treatment system based on solar energy and wind energy |
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| Publication Number | Publication Date |
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| CN205398386U true CN205398386U (en) | 2016-07-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620148030.1U Expired - Fee Related CN205398386U (en) | 2016-02-29 | 2016-02-29 | Sewage treatment system based on solar energy and wind energy |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107226577A (en) * | 2016-03-23 | 2017-10-03 | 国环清源控股有限公司 | Sewage disposal system and its processing method based on solar energy and wind energy |
| CN107497817A (en) * | 2017-09-21 | 2017-12-22 | 南京律智诚专利技术开发有限公司 | A kind of wind-power electricity generation mineralized waste packed bed |
-
2016
- 2016-02-29 CN CN201620148030.1U patent/CN205398386U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107226577A (en) * | 2016-03-23 | 2017-10-03 | 国环清源控股有限公司 | Sewage disposal system and its processing method based on solar energy and wind energy |
| CN107497817A (en) * | 2017-09-21 | 2017-12-22 | 南京律智诚专利技术开发有限公司 | A kind of wind-power electricity generation mineralized waste packed bed |
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Granted publication date: 20160727 Termination date: 20200229 |