CN104710021A - Filler for buried sewage treatment apparatus and solar sewage treatment apparatus - Google Patents
Filler for buried sewage treatment apparatus and solar sewage treatment apparatus Download PDFInfo
- Publication number
- CN104710021A CN104710021A CN201510129744.8A CN201510129744A CN104710021A CN 104710021 A CN104710021 A CN 104710021A CN 201510129744 A CN201510129744 A CN 201510129744A CN 104710021 A CN104710021 A CN 104710021A
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- filler
- solar
- sewage treatment
- pipeline
- mud
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- 239000000945 filler Substances 0.000 title claims abstract description 86
- 239000010865 sewage Substances 0.000 title claims abstract description 56
- 230000007797 corrosion Effects 0.000 claims abstract description 5
- 238000005260 corrosion Methods 0.000 claims abstract description 5
- 239000000203 mixture Substances 0.000 claims abstract description 5
- 239000011148 porous material Substances 0.000 claims abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 32
- 238000003756 stirring Methods 0.000 claims description 29
- 241000894006 Bacteria Species 0.000 claims description 24
- 238000005276 aerator Methods 0.000 claims description 17
- IXPNQXFRVYWDDI-UHFFFAOYSA-N 1-methyl-2,4-dioxo-1,3-diazinane-5-carboximidamide Chemical compound CN1CC(C(N)=N)C(=O)NC1=O IXPNQXFRVYWDDI-UHFFFAOYSA-N 0.000 claims description 8
- 239000004372 Polyvinyl alcohol Substances 0.000 claims description 8
- 239000003795 chemical substances by application Substances 0.000 claims description 8
- 229920002451 polyvinyl alcohol Polymers 0.000 claims description 8
- 235000010413 sodium alginate Nutrition 0.000 claims description 8
- 229940005550 sodium alginate Drugs 0.000 claims description 8
- 239000000661 sodium alginate Substances 0.000 claims description 8
- 238000005273 aeration Methods 0.000 claims description 7
- ZIUHHBKFKCYYJD-UHFFFAOYSA-N n,n'-methylenebisacrylamide Chemical compound C=CC(=O)NCNC(=O)C=C ZIUHHBKFKCYYJD-UHFFFAOYSA-N 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 6
- 241000233866 Fungi Species 0.000 claims description 4
- 241001465754 Metazoa Species 0.000 claims description 4
- WNROFYMDJYEPJX-UHFFFAOYSA-K aluminium hydroxide Chemical compound [OH-].[OH-].[OH-].[Al+3] WNROFYMDJYEPJX-UHFFFAOYSA-K 0.000 claims description 4
- 229910021502 aluminium hydroxide Inorganic materials 0.000 claims description 4
- 239000000084 colloidal system Substances 0.000 claims description 4
- 238000010438 heat treatment Methods 0.000 claims description 4
- 239000004814 polyurethane Substances 0.000 claims description 4
- 230000008901 benefit Effects 0.000 abstract description 10
- 230000002349 favourable effect Effects 0.000 abstract 1
- 230000001105 regulatory effect Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 11
- 230000007613 environmental effect Effects 0.000 description 11
- 238000000034 method Methods 0.000 description 9
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 8
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 4
- 238000011161 development Methods 0.000 description 4
- 230000005611 electricity Effects 0.000 description 4
- 230000006872 improvement Effects 0.000 description 4
- 229910052757 nitrogen Inorganic materials 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 3
- 229910052799 carbon Inorganic materials 0.000 description 3
- 230000036541 health Effects 0.000 description 3
- 230000000813 microbial effect Effects 0.000 description 3
- 244000005700 microbiome Species 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- CVTZKFWZDBJAHE-UHFFFAOYSA-N [N].N Chemical group [N].N CVTZKFWZDBJAHE-UHFFFAOYSA-N 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 238000004891 communication Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000012544 monitoring process Methods 0.000 description 2
- 230000005693 optoelectronics Effects 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 239000002244 precipitate Substances 0.000 description 2
- 239000002351 wastewater Substances 0.000 description 2
- 239000002028 Biomass Substances 0.000 description 1
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 1
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 description 1
- YUWBVKYVJWNVLE-UHFFFAOYSA-N [N].[P] Chemical compound [N].[P] YUWBVKYVJWNVLE-UHFFFAOYSA-N 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000001580 bacterial effect Effects 0.000 description 1
- 235000011089 carbon dioxide Nutrition 0.000 description 1
- 230000001413 cellular effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000000356 contaminant Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005485 electric heating Methods 0.000 description 1
- 230000005183 environmental health Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- DNJIEGIFACGWOD-UHFFFAOYSA-N ethanethiol Chemical compound CCS DNJIEGIFACGWOD-UHFFFAOYSA-N 0.000 description 1
- 238000012851 eutrophication Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000003446 ligand Substances 0.000 description 1
- QJGQUHMNIGDVPM-UHFFFAOYSA-N nitrogen group Chemical group [N] QJGQUHMNIGDVPM-UHFFFAOYSA-N 0.000 description 1
- 235000016709 nutrition Nutrition 0.000 description 1
- 230000035764 nutrition Effects 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 125000001477 organic nitrogen group Chemical group 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 230000001376 precipitating effect Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
Classifications
-
- 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
-
- 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
- C02F3/30—Aerobic and anaerobic processes
- C02F3/301—Aerobic and anaerobic treatment in the same reactor
-
- 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
- C02F3/347—Use of yeasts or fungi
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02S—GENERATION OF ELECTRIC POWER BY CONVERSION OF INFRARED RADIATION, VISIBLE LIGHT OR ULTRAVIOLET LIGHT, e.g. USING PHOTOVOLTAIC [PV] MODULES
- H02S10/00—PV power plants; Combinations of PV energy systems with other systems for the generation of electric power
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2203/00—Apparatus and plants for the biological treatment of water, waste water or sewage
- C02F2203/006—Apparatus and plants for the biological treatment of water, waste water or sewage details of construction, e.g. specially adapted seals, modules, connections
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/005—Processes using a programmable logic controller [PLC]
-
- 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
-
- 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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
-
- 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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E70/00—Other energy conversion or management systems reducing GHG emissions
- Y02E70/30—Systems combining energy storage with energy generation of non-fossil origin
-
- 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
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Microbiology (AREA)
- Biodiversity & Conservation Biology (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Mycology (AREA)
- Biological Treatment Of Waste Water (AREA)
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
The invention relates to a filler for a buried sewage treatment apparatus and a solar sewage treatment apparatus, belonging to the technical field of sewage treatment apparatuses. The filler is conical; four corners of the filler are respectively provided with a fixation hook, the inside is provided with a filler-carrying shell layer, and the outside is provided with a biological mud layer; the filler-carrying shell layer is made from a corrosion-resistant porous material with certain strength; the biological mud layer is embedded in the outside of the filler-carrying shell layer; and the biological mud layer is a mixture of sol and microbe mud. The solar sewage treatment apparatus comprises a solar power system arranged above ground, and a grid trench, a regulating tank, an anaerobic tank, an aerobiotic tank, a settling tank and a mud storage tank which are arranged underground. The solar power system is characterized by comprising a solar electric power set, a solar controller, an inverter and a storage battery; and the solar electric power set, inverter and storage battery are respectively connected with the solar controller. The solar sewage treatment apparatus has the advantages of favorable sewage treatment, small occupied space, stable operation and low cost, and is convenient to use.
Description
Technical field
The invention belongs to technical field of sewage treatment equipment, be specifically related to buried sewage treatment equipment filler and sun power sewage disposal device.
Background technology
Water resources lacks and the problem of pollution is the common problem paid close attention in the whole world, with regard to China, it seriously governs the healthy and sustainable development of China's macroeconomy, the problems such as the lengthy and jumbled and working cost of Infrastructure is high inhibit improving of quality of residents'life, water environment treatment is very urgent, should become the important component part of China's comprehensive environmental improvement.Existing country is going into overdrive to help new rural village water to change project; in order to water saving, protection of the environment and increase society benefit and environmental benefit; science, objectively villages and small towns and community's sewage disposal to be carried on technical development; according to the regulation of building relevant environmental regulation, standard; design a kind of applicable rural area practicality, the sewage disposal device of energy-conserving and environment-protective is in order to the task of top priority.
Summary of the invention
The invention provides thermo-efficiency high, the electric heating tube that water resistance is good.
Technical scheme of the present invention is:
Buried sewage treatment equipment filler, it is characterized in that, filler is taper, filler corner is provided with stay hook, it is inner carries shell for filler, and outside is provided with biological mud layer, and filler carries shell for having some strength and corrosion resistant porous material, biological mud layer is embedded in filler and carries shell outside, and biological mud layer is the mixture of colloidal sol and biological bacteria mud; Described colloidal sol is polyvinyl alcohol, sodium alginate, linking agent N, N ' methylene-bisacrylamide and water calculate in mass ratio, i.e. polyvinyl alcohol: sodium alginate: linking agent N, N ' methylene-bisacrylamide: the ratio of water: 350:1.5:170:1800 mixes, obtains colloid after heating in water bath to 99 DEG C dissolves; Described biological bacteria mud will be for being cooled to 31
oc-33
oCcolloidal sol and biological bacteria mud calculate in mass ratio: namely biological bacteria mud is that the ratio of 1.2:0.8 mixes, and biological bacteria mud mixes by bacterium, fungi, protozoon and metazoan and aluminium hydroxide the throw out formed.
Wherein, described filler carries shell be density is 0.96g/cm
3polyurethane foamed material.
Wherein, described filler physical dimension is 15*10cm or 20*15cm.
Wherein, described stay hook and filler carry shell is integral type structure.
Sun power sewage disposal device, comprise and be arranged on solar power system on the ground, it is characterized in that, solar power system comprises solar electric power group, controller for solar, invertor, secondary battery, and solar electric power group, invertor, secondary battery are connected with controller for solar respectively; Also comprise the grid canal, equalizing tank, anaerobic pond, Aerobic Pond, settling tank, the storage basin that are arranged on underground; Grid canal connects equalizing tank by pipeline, lift pump, the top of equalizing tank connects the bottom of anaerobic pond by pipeline, in anaerobic pond, hanging filler is set, hanging filler bottom is provided with stirring system, and the top of anaerobic pond connects the bottom of Aerobic Pond by pipeline, Aerobic Pond top connects settling tank by pipeline, inclined tube filler is provided with in settling tank, inclined tube filler top is provided with water outlet weir plate, and inclined tube filler bottom is provided with return-flow system, and return-flow system is by pipeline connection anaerobic pond, storage basin; Storage basin is also by pipeline connection equalizing tank; Also comprise aerator, aerator connects the micropore aeration pipe bottom equalizing tank, Aerobic Pond by pipeline.Hanging filler comprises multiple filling layers support, is provided with filler between filler support; Inclined tube filler comprises inclined tube and is arranged on the filler in inclined tube.
Wherein, invertor is by connection lift pump, stirring system, aerator, return-flow system.Stirring system comprises stir shaft and is arranged on the blade of stir shaft lower end, and stir shaft upper end is provided with motor and step-down gear; Return-flow system comprises pipeline and is arranged on the in-line pump on pipeline.
Wherein, also comprise Controlling System, Controlling System comprises display screen, PLC, and display screen, controller for solar, invertor, lift pump, in-line pump, aerator, stirring system, return-flow system are connected with PLC respectively; Can also comprise warning, warning comprises warning light, voice guard, and warning light, voice guard are connected with PLC; Stirring system comprises stir shaft and is arranged on the blade of stir shaft lower end, and stir shaft upper end is provided with motor and step-down gear; Return-flow system comprises pipeline and is arranged on the in-line pump on pipeline; Motor and in-line pump are connected with PLC.
The invention has the beneficial effects as follows: 1) filler can connect use, has and not easily loosens, and between filler, space is little; 2) raw material sources are extensive, with low cost, improve contaminant removal efficiency in sewage, add microbial biomass on wet land filler carrier; 3) adopt sun power green energy resource, meet national industrial policies.Equipment imbeds underground, and earth's surface can be used as greening goods land for squares, does not take surface area, does not need to build a house, and more do not need with warm keeping, construction is simple; 4) stable, the utilization of optoelectronic integration technology, adopts sun power to provide power, without the need to electricity consumption, almost without working cost, the system long-term stability of guarantee is run, by the effective combination with electrical network, peak load shifting, had both met national policy guiding, and had realized again running cost and minimize; 5) safety performance is high, and use sun power to be a kind of New foul water disposal facility as the sewage disposal device of power, this equipment adopts the microbial treatment method of full ecological, safety and environmental protection; Environmental protect, through improvement sewage while carrying out water ecology reparation, the health environment of resident living can be improved.National energy-saving reduction of discharging plan can be counted; 6) operate, operational management is easy, the utilization of micro computer automatic control system and remote on-line monitoring system, realize online communication, remote failure warning, remote failure eliminating etc., manage without the need to people, solve the realistic problem that small towns and rural area lack professional operational management personnel, whole system can realize unmanned; 7) system architecture is compact, floor space is little, greatly saves land resources, and ground can be afforested.
Accompanying drawing explanation
Accompanying drawing 1 is structural representation of the present invention;
Accompanying drawing 2 is solar power system structural representation of the present invention;
Accompanying drawing 3 is Control system architecture schematic diagram of the present invention;
In figure: 1, solar power system, 2, grid canal, 3, equalizing tank, 4, anaerobic pond, 5, Aerobic Pond, 6, settling tank, 7, storage basin, 8, aerator, 9, lift pump, 10, hanging filler, 11, stirring system, 12, water outlet weir plate, 13, inclined tube filler, 14, return-flow system, 15, micropore aeration pipe.
Embodiment
Below in conjunction with accompanying drawing, the invention will be further described:
Embodiment 1
Buried sewage treatment equipment filler, its filler is taper, filler corner is provided with stay hook, it is inner carries shell for filler, outside is provided with biological mud layer, filler carries shell for having some strength and corrosion resistant porous material, and biological mud layer is embedded in filler and carries shell outside, and biological mud layer is the mixture of colloidal sol and biological bacteria mud; Colloidal sol is polyvinyl alcohol, sodium alginate, linking agent N, N ' methylene-bisacrylamide and water calculate in mass ratio, i.e. polyvinyl alcohol: sodium alginate: linking agent N, N ' methylene-bisacrylamide: the ratio of water: 350:1.5:170:1800 mixes, obtains colloid after heating in water bath to 99 DEG C dissolves; Biological bacteria mud will be for being cooled to 31
oc colloidal sol and biological bacteria mud calculate in mass ratio: namely biological bacteria mud is that the ratio of 1.2:0.8 mixes, and biological bacteria mud mixes by bacterium, fungi, protozoon and metazoan and aluminium hydroxide the throw out formed; It is density is 0.96g/cm that filler carries shell
3polyurethane foamed material; Filler physical dimension is 15*10cm; It is integral type structure that stay hook and filler carry shell.
Sun power sewage disposal device, as shown in Figure 1, comprises and is arranged on solar power system 1 on the ground, also comprise the grid canal 2, equalizing tank 3, anaerobic pond 4, Aerobic Pond 5, settling tank 6, the storage basin 7 that are arranged on underground; Grid canal 2 connects equalizing tank 3 by pipeline, lift pump 9, the top of equalizing tank 3 connects the bottom of anaerobic pond 4 by pipeline, hanging filler 10 is set in anaerobic pond 4, hanging filler 10 bottom is provided with stirring system 11, the top of anaerobic pond 4 connects the bottom of Aerobic Pond 5 by pipeline, Aerobic Pond 5 top connects settling tank 6 by pipeline, inclined tube filler 13 is provided with in settling tank 6, inclined tube filler 13 top is provided with water outlet weir plate 12, inclined tube filler 13 bottom is provided with return-flow system 14, and return-flow system 14 is by pipeline connection anaerobic pond 4, storage basin 7; Storage basin 7 is also by pipeline connection equalizing tank 3; Also comprise aerator 8, aerator 8 connects the micropore aeration pipe 15 bottom equalizing tank 3, Aerobic Pond 5 by pipeline; Invertor is by connection lift pump 9, stirring system 11, aerator 8, return-flow system 14.Stirring system comprises stir shaft and is arranged on the blade of stir shaft lower end, and stir shaft upper end is provided with motor and step-down gear; Return-flow system comprises pipeline and is arranged on the in-line pump on pipeline.
As shown in Figure 2, solar power system 1 comprises solar electric power group, controller for solar, invertor, secondary battery, and solar electric power group, invertor, secondary battery are connected with controller for solar respectively;
As shown in Figure 3, Controlling System comprises display screen, PLC, and the motor on display screen, controller for solar, invertor, lift pump 9, aerator 8, stirring system 11, the in-line pump of return-flow system 14 are connected with PLC respectively.Control by Controlling System, the unattended operation of native system can be realized, there is operational efficiency high, reduce the advantage of labour cost.
Hang on the filler support of hanging filler after being connected by stay hook between filler, or filler is connected by stay hook or be placed in inclined tube filler after superposing.
Embodiment 2
Buried sewage treatment equipment filler, filler is taper, filler corner is provided with stay hook, it is inner carries shell for filler, outside is provided with biological mud layer, filler carries shell for having some strength and corrosion resistant porous material, and biological mud layer is embedded in filler and carries shell outside, and biological mud layer is the mixture of colloidal sol and biological bacteria mud; Colloidal sol is polyvinyl alcohol, sodium alginate, linking agent N, N ' methylene-bisacrylamide and water calculate in mass ratio, i.e. polyvinyl alcohol: sodium alginate: linking agent N, N ' methylene-bisacrylamide: the ratio of water: 350:1.5:170:1800 mixes, obtains colloid after heating in water bath to 99 DEG C dissolves; Biological bacteria mud will be for being cooled to 33
oCcolloidal sol and biological bacteria mud calculate in mass ratio: namely biological bacteria mud is that the ratio of 1.2:0.8 mixes, and biological bacteria mud mixes by bacterium, fungi, protozoon and metazoan and aluminium hydroxide the throw out formed; It is density is 0.96g/cm that filler carries shell
3polyurethane foamed material; Filler physical dimension is 20*15cm; It is integral type structure that stay hook and filler carry shell.
Sun power sewage disposal device, as shown in Figure 1, comprises and is arranged on solar power system 1 on the ground, also comprise the grid canal 2, equalizing tank 3, anaerobic pond 4, Aerobic Pond 5, settling tank 6, the storage basin 7 that are arranged on underground; Grid canal 2 connects equalizing tank 3 by pipeline, lift pump 9, the top of equalizing tank 3 connects the bottom of anaerobic pond 4 by pipeline, hanging filler 10 is set in anaerobic pond 4, hanging filler 10 bottom is provided with stirring system 11, the top of anaerobic pond 4 connects the bottom of Aerobic Pond 5 by pipeline, Aerobic Pond 5 top connects settling tank 6 by pipeline, inclined tube filler 13 is provided with in settling tank 6, inclined tube filler 13 top is provided with water outlet weir plate 12, inclined tube filler 13 bottom is provided with return-flow system 14, and return-flow system 14 is by pipeline connection anaerobic pond 4, storage basin 7; Storage basin 7 is also by pipeline connection equalizing tank 3; Also comprise aerator 8, aerator 8 connects the micropore aeration pipe 15 bottom equalizing tank 3, Aerobic Pond 5 by pipeline; Invertor is by connection lift pump 9, stirring system 11, aerator 8, return-flow system 14.Stirring system comprises stir shaft and is arranged on the blade of stir shaft lower end, and stir shaft upper end is provided with motor and step-down gear; Return-flow system comprises pipeline and is arranged on the in-line pump on pipeline.
As shown in Figure 2, solar power system 1 comprises solar electric power group, controller for solar, invertor, secondary battery, and solar electric power group, invertor, secondary battery are connected with controller for solar respectively;
As shown in Figure 3, Controlling System comprises display screen, PLC, and the motor on display screen, controller for solar, invertor, lift pump 9, aerator 8, stirring system 11, the in-line pump of return-flow system 14 are connected with PLC respectively.Control by Controlling System, the unattended operation of native system can be realized, there is operational efficiency high, reduce the advantage of labour cost.
Hang on the filler support of hanging filler after being connected by stay hook between filler, or filler is connected by stay hook or be placed in inclined tube filler after superposing.
Its main principle of work is:
Waste water, after the suspended substance and floating matter of bulk in the grid sewage-removing machine removing waste water in grid canal, enters equalizing tank through lift pump; Equalizing tank, regulates sewage quality, the water yield, prevents suspended substance from precipitating in equalizing tank, has micropore aeration pipe at equalizing tank base fabric, adopts gap aeration;
Because in sewage, organic component is higher, BOD
5/ CODcr=0.5, good biodegradability, therefore it is most economical for adopting bioremediation significantly to reduce organic content in sewage, due to ammonia nitrogen in sewage and organic content higher, particularly organonitrogen, when biological degradation organism, organonitrogen can show with ammonia nitrogen form, and ammonia nitrogen is also an important Environmental capacity index.In equalizing tank, sewage enters anaerobic pond through pipeline, carries out biochemical treatment.In anaerobic pond, because in sewage, organic concentration is higher, microorganism is in anoxic condition, now microorganism is aerobic-anaerobic microbe, organic nitrogen in sewage is converted into ammonia nitrogen by them, utilize organic carbon source as electron donor simultaneously, NO2--N, NO3--N are converted into N2, but also utilize part organic carbon source and ammonia nitrogen to synthesize new cellular material.So anaerobic pond not only has certain organic matter removal function, also there is the organic loading alleviating follow-up aerobic biochemical pool, be beneficial to nitrification and carry out, and rely on the high-enriched organics in sewage, complete denitrification, the final eutrophication pollution eliminating nitrogen.Through the biochemical action of anaerobic pond, still have a certain amount of organism and higher nitrogen ammonia to exist in sewage, for making the further oxygenolysis of organism, be tending towards completely in situation in carboniogenesis, nitrification can be carried out smoothly, and spy arranges aerobic biochemical pool simultaneously; Anaerobic pond water outlet gravity flow enters Aerobic Pond, the process of aerobic biochemical pool relies on autotroph (nitrifier) to complete, mineralized nitrogen in sewage, as nutrition source, is NO2--N, NO3--N by the carbonic acid gas in the inorganic carbon source that they utilize organic substance decomposing to produce or air.Aerobic Pond water outlet enters settling tank and precipitates, and the water entered in settling tank enters anaerobic pond through a return-flow system part, and to reach denitrifying object, another part enters storage basin after precipitation, and the backflow ratio being back to anaerobic pond and storage basin is 2:1; In anaerobic pond, dissolved oxygen controls at about 0.5mg/l; In O level Aerobic Pond, dissolved oxygen controls at more than 3mg/l, gas-water ratio 15:1; The mud that storage basin precipitates, a part is promoted to anaerobism level pond, carries out internal recycle; After a part is concentrated, carrying out the organic fertile as municipal afforestation of nature mummification.
The buried integrated sewage treatment facility of sun power compares (with 100m with other equipment
3/ d is example):
Accordingly, the buried integrated sewage treatment facility of sun power, solves conventional microkinetic treatment technology and adopts conventional electricity, need the electricity charge, need professional operation maintenance personnel to carry out the inconvenience of operational administrative.Solve wetland variation technology floor space large, seasonal strong, vegetation safeguards the shortcoming had high input.Also unpowered treatment technology effluent quality is solved poor, poor to nitrogen phosphorus ligands, defect frowzy.Meteorological and the conventional technology for treating domestic sewage in rural area of this sun power buried integrated sewage treatment facility can reduce 10-20%, and run employing green solar, and working cost is 0, is that other treatment process can not be compared.So no matter from economy, reliability, this technology is all the effective way solving a Rural Areas at Present sanitary sewage disposal difficult problem.The main technical superiority of sun power buried integrated sewage treatment facility is the consumption of power system, no matter be from economy, or the reliability of technology be all other technique current incomparable, this process operating management is simple, without the need to the operation and maintenance of special messenger, meanwhile, when identical water quality, the effluent quality standard of this technique is also a little more than other technique.The utilization of solar power system belongs to green energy resource, pollution-free, the call that response national energy-saving reduces discharging.
Reliability of technology and advance:
(1) reliability
Because sanitary sewage has good biodegradability, therefore, adopt the buried integrated sewage treatment facility of sun power that my company produces, the biological degradation of organism in aerobic reactor zone by heterotrophic microorganism is removed, nitrogen in sewage is removed by aerobic nitrification and anoxic denitrification, thus realize the efficient removal to nitrogen by biological treatment process, simultaneously, by the utilization of integrated sewage treatment technology, add the bacterial classification for sewage disposal, make treatment effect more stable, low temperature tolerance ability is more outstanding.
(2) advanced
Adopt sun power green energy resource, meet national industrial policies.The utilization of optoelectronic integration technology, adopts solar powered, and without the need to electricity consumption, almost without working cost, the system long-term stability of guarantee is run, and realizes minimizing costs.The utilization of micro computer automatic control system and remote on-line monitoring system, realize online communication, remote failure warning, remote failure eliminating etc., manage without the need to people, solve the realistic problem that small towns and rural area lack professional operational management personnel, whole system can realize unmanned.The secondary pollution such as noiseless, ozone sun power buried integrated sewage treatment facility is a kind of New foul water disposal facility.Safety performance is high, and this equipment adopts the microbial treatment method of complete solar energy+ecology, safety and environmental protection; Environmental protect, through improvement sewage while carrying out water ecology reparation, the health environment of resident living can be improved.Product adopts buried, not influenced by ambient temperature.System architecture is compact, floor space is little, greatly saves land resources, and ground can be afforested.
Project benefit:
The construction of the buried integrated sewage treatment facility of sun power improves must needing of this community environment, and it will bring huge environmental benefit and social benefit.
(1) environmental benefit
By the enforcement of this engineering, will the environmental health of this community be improved, after engineering builds up operation, reduce to environmental emission 14235kg(in COD every year) organic pollution materials and a certain amount of nitrogen-containing pollutant matter.
(2) social benefit
Sewage disposal is as an important component part of Region Sustainable Development; it is a Life Engineering; it is the mark of this building of communities; it is to improving this community's surrounding enviroment health; reduce stench and germ procreation; resident is healthy plays a significant role, for this area's Sustainable development creates good environment condition in protection.
These are only preferred embodiment of the present invention, not in order to limit the present invention, all any amendments done within the spirit and principles in the present invention, equivalent replacement and improvement etc., all should be included within protection scope of the present invention.
Claims (5)
1. buried sewage treatment equipment filler, it is characterized in that, filler is taper, filler corner is provided with stay hook, it is inner carries shell for filler, and outside is provided with biological mud layer, and filler carries shell for having some strength and corrosion resistant porous material, biological mud layer is embedded in filler and carries shell outside, and biological mud layer is the mixture of colloidal sol and biological bacteria mud; Described colloidal sol is polyvinyl alcohol, sodium alginate, linking agent N, N '-methylene-bisacrylamide and water calculate in mass ratio, i.e. polyvinyl alcohol: sodium alginate: linking agent N, the ratio of N '-methylene-bisacrylamide: water: 350:1.5:170:1800 mixes, after heating in water bath to 99 DEG C dissolves, obtain colloid; Described biological bacteria mud will be for being cooled to 31
oc-33
oCcolloidal sol and biological bacteria mud calculate in mass ratio: namely biological bacteria mud is that the ratio of 1.2:0.8 mixes, and biological bacteria mud mixes by bacterium, fungi, protozoon and metazoan and aluminium hydroxide the throw out formed.
2. buried sewage treatment equipment filler according to claim 1, is characterized in that, it be density is 0.96g/cm that described filler carries shell
3polyurethane foamed material.
3. according to the buried sewage treatment equipment filler shown in claim 2, it is characterized in that, described filler physical dimension is 15*10cm or 20*15cm.
4. according to the buried sewage treatment equipment filler shown in claim 3, it is characterized in that, it is integral type structure that described stay hook and filler carry shell.
5. the sun power sewage disposal device according to claim 1-4 any one, it is characterized in that, adopt the integrated sewage treatment facility comprising and adopt filler described in claim 1-4 any one, described integrated sewage treatment facility comprises the solar power system being arranged on ground, solar power system comprises solar electric power group, controller for solar, invertor, secondary battery, and solar electric power group, invertor, secondary battery are connected with controller for solar respectively; Also comprise the grid canal, equalizing tank, anaerobic pond, Aerobic Pond, settling tank, the storage basin that are arranged on underground; Grid canal connects equalizing tank by pipeline, lift pump, the top of equalizing tank connects the bottom of anaerobic pond by pipeline, in anaerobic pond, hanging filler is set, hanging filler bottom is provided with stirring system, and the top of anaerobic pond connects the bottom of Aerobic Pond by pipeline, Aerobic Pond top connects settling tank by pipeline, inclined tube filler is provided with in settling tank, inclined tube filler top is provided with water outlet weir plate, and inclined tube filler bottom is provided with return-flow system, and return-flow system is by pipeline connection anaerobic pond, storage basin; Storage basin is also by pipeline connection equalizing tank; Also comprise aerator, aerator connects the micropore aeration pipe bottom equalizing tank, Aerobic Pond by pipeline, invertor is by connection lift pump, stirring system, aerator, return-flow system, also comprise Controlling System, Controlling System comprises display screen, PLC, and display screen, controller for solar, invertor, lift pump, aerator, stirring system, return-flow system are connected with PLC respectively.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510129744.8A CN104710021A (en) | 2015-03-24 | 2015-03-24 | Filler for buried sewage treatment apparatus and solar sewage treatment apparatus |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510129744.8A CN104710021A (en) | 2015-03-24 | 2015-03-24 | Filler for buried sewage treatment apparatus and solar sewage treatment apparatus |
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| CN104710021A true CN104710021A (en) | 2015-06-17 |
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ID=53409825
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510129744.8A Pending CN104710021A (en) | 2015-03-24 | 2015-03-24 | Filler for buried sewage treatment apparatus and solar sewage treatment apparatus |
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| CN105800772A (en) * | 2016-04-01 | 2016-07-27 | 陕西孚嘉石化科技有限公司 | Special integrated sewage treatment system for plateau and alpine regions and sewage treatment method adopting special integrated sewage treatment system |
| CN107046395A (en) * | 2016-08-31 | 2017-08-15 | 华电水务工程有限公司 | A kind of sewage treatment plant's distributed photovoltaic system |
| CN109320023A (en) * | 2018-11-27 | 2019-02-12 | 上海沁竺环境科技有限公司 | A kind of city river sewage draining exit sewage disposal device |
| CN109594542A (en) * | 2019-01-11 | 2019-04-09 | 上海交通大学 | A kind of floatation type solar power stainless steel membrane algae water separation device |
| CN110800523A (en) * | 2019-10-23 | 2020-02-18 | 中国建筑科学研究院有限公司 | Passive solar heat-preservation and temperature-increasing device for buried sewage treatment facility |
| CN111960606A (en) * | 2020-03-26 | 2020-11-20 | 中国水利水电科学研究院 | Sewage treatment device |
| CN114350125A (en) * | 2021-12-13 | 2022-04-15 | 王玲芝 | Hydrophobic environment-friendly degradable composite packaging film |
| CN115043552A (en) * | 2022-07-06 | 2022-09-13 | 武汉辰雨环保科技有限公司 | Sewage anaerobic regulation and sludge reduction comprehensive treatment tank |
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| CN102424476A (en) * | 2011-10-27 | 2012-04-25 | 北京国环清华环境工程设计研究院有限公司 | Sewage treatment system supplied by solar power and sewage treatment method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105800772A (en) * | 2016-04-01 | 2016-07-27 | 陕西孚嘉石化科技有限公司 | Special integrated sewage treatment system for plateau and alpine regions and sewage treatment method adopting special integrated sewage treatment system |
| CN107046395A (en) * | 2016-08-31 | 2017-08-15 | 华电水务工程有限公司 | A kind of sewage treatment plant's distributed photovoltaic system |
| CN109320023A (en) * | 2018-11-27 | 2019-02-12 | 上海沁竺环境科技有限公司 | A kind of city river sewage draining exit sewage disposal device |
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| CN110800523A (en) * | 2019-10-23 | 2020-02-18 | 中国建筑科学研究院有限公司 | Passive solar heat-preservation and temperature-increasing device for buried sewage treatment facility |
| CN110800523B (en) * | 2019-10-23 | 2024-03-08 | 中国建筑科学研究院有限公司 | Passive solar heat preservation and heating device for buried sewage treatment facility |
| CN111960606A (en) * | 2020-03-26 | 2020-11-20 | 中国水利水电科学研究院 | Sewage treatment device |
| CN114350125A (en) * | 2021-12-13 | 2022-04-15 | 王玲芝 | Hydrophobic environment-friendly degradable composite packaging film |
| WO2023108818A1 (en) * | 2021-12-13 | 2023-06-22 | 王玲芝 | Hydrophobic, environmentally-friendly, and degradable composite packaging film |
| CN115043552A (en) * | 2022-07-06 | 2022-09-13 | 武汉辰雨环保科技有限公司 | Sewage anaerobic regulation and sludge reduction comprehensive treatment tank |
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