CN104478086B - A kind of sealed biological method for treating waste water - Google Patents
A kind of sealed biological method for treating waste water Download PDFInfo
- Publication number
- CN104478086B CN104478086B CN201410716840.8A CN201410716840A CN104478086B CN 104478086 B CN104478086 B CN 104478086B CN 201410716840 A CN201410716840 A CN 201410716840A CN 104478086 B CN104478086 B CN 104478086B
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- water
- treatment room
- solenoid valve
- enters
- adverse current
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Classifications
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
-
- 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
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/105—Phosphorus compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/16—Nitrogen compounds, e.g. ammonia
-
- 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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- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Microbiology (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Biodiversity & Conservation Biology (AREA)
- Biotechnology (AREA)
- Botany (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The invention discloses and the invention provides a kind of sealed biological method for treating waste water, sewage flows through successively by seal casinghousing, sewage water inlet pipe, plant treatment room, microbiological treatment room, microbiological treatment room water outlet, microbiological treatment room entering water electromagnetic valve, plant treatment room water inlet, Aeration fan, following current enters water solenoid valve, adverse current enters water solenoid valve, S shape baffling district, S shape baffling district water-in, aeration tube, adverse current rising pipe, following current rising pipe, catchment area, adverse current goes out water solenoid valve, catchment area exports, circulation waterway No. 1 water inlet, circulation waterway No. 2 water inlets, following current goes out water solenoid valve, discharge after the device that recycle pump and interception filter screen are formed.The present invention has the features such as cost is low, stable, floor space is little.Can by controlling the opening and closing of each valve inner, realize the different flowing-path of water flow inside and the flexible transformation of flow process and combination, processing mode has stronger processing power to principal pollutant such as COD, total phosphorus, total nitrogen, suspended substances flexibly.
Description
Technical field
The present invention relates to sealed biological method for treating waste water, belong to the water treatment field in environment protection.
Background technology
The activity of the mankind can make a large amount of industry, agricultural and domestic refuse enter in water, and water body is polluted.Increasingly the water pollutions aggravated, form significant threat to the living safety of the mankind, become the major obstacles of human health, economy and social sustainable development, therefore waste water control is the major issue being related to national economy.
The features such as artificial bio-membrane's treatment system is large with its buffer capacity, treatment effect good, technique is simple, reduced investment, working cost are low become the study hotspot in sewage disposal technology problem in recent years.Artificial bio-membrane is the comprehensive ecosystem comprising animal, plant, microorganism, under the eucyclic prerequisite of promotion Pollutants in Wastewater matter, give full play to the production potential of resource, prevent environment from polluting again, obtain the optimum efficiency of sewage disposal and resource utilization.
Current existing artificial bio-membrane's treatment unit ubiquity floor space is large, flow process is complicated, civil engineering is large, and construction cost is high, the problem that treatment effect is not good.
Summary of the invention
For prior art Problems existing, the invention provides a kind of sealed biological method for treating waste water, sewage enters the plant treatment room in seal casinghousing from the sewage water inlet pipe of seal casinghousing side, seal casinghousing inside arranges plant treatment room, plant treatment chamber interior arranges microbiological treatment room, plant treatment room nested hollow water tank inside and outside with microbiological treatment room composition, the aquatic emergent of the indoor plantation of plant treatment, after plant treatment room stops 1-2 hour, sewage enters microbiological treatment room by the microbiological treatment room entering water electromagnetic valve bottom microbiological treatment room, the sewage stopped in microbiological treatment room 4-6 hour flows out from the microbiological treatment room water outlet at microbiological treatment top, water solenoid valve is entered successively and S shape baffling district water-in enters S shape baffling district by following current, sewage extends flow process and the residence time in S shape baffling district, then following current rising pipe is entered through S shape baffling district end
,following current rising pipe is the pvc pipe of 4 long 5m, and it opens an aperture every 5mm, and following current effluent pipe mouth connects adverse current respectively by threeway and enters water solenoid valve and following current goes out water solenoid valve, open when adverse current enters water solenoid valve, during following current water outlet closed electromagnetic valve, water enters the water solenoid valve the other end by adverse current and connects circulation waterway No. 1 water inlet, then adverse current rising pipe is entered by recycle pump, adverse current rising pipe is 4 pvc pipes, it opens an aperture every 5mm, and sewage returns following current by adverse current rising pipe and enters water solenoid valve, close when adverse current enters water solenoid valve, following current goes out water solenoid valve when opening, and sewage enters the catchment area be separated out with PVC baffle plate arranged in seal casinghousing end, part water returns adverse current rising pipe after entering recycle pump by circulation waterway No. 2 water inlets arranged in catchment area, part water is discharged by catchment area outlet, particulate matter in water is arranged interception filter screen by exit, catchment area and tackles, the aeration tube that Aeration fan is drawn passes into bottom microbiological treatment room and plant treatment room respectively, for microbiological treatment room and the aeration oxygen supply of plant treatment room, seal casinghousing top is window shutter to be opened/closed, and the photosynthesis that can be plant provides illumination.
Following current enters water solenoid valve, adverse current enters water solenoid valve, adverse current goes out water solenoid valve, to go out water solenoid valve be spherical valve in following current.
The operation length in S shape baffling district is 10-100 rice.
The present invention has following advantage compared with prior art:
(1) microorganism, plant are combined in same system by the present invention, can change required artificial swamp type flexibly according to sewage feature;
(2) the present invention has that cost is low, stable, non-secondary pollution, and floor space is little, Non-energy-consumption and manage the features such as simple.This system is a stable ecosystem, can utilize the feature that rural area Biological resources are abundant with suiting measures to local conditions.This system utilizes the photosynthesis of plant, without additional carbon, saves material and the energy, build and working cost relatively low.The secondary pollutant that this system produces is little, little to the natural environment influence in rural area;
(3) the present invention can by controlling the opening and closing of each valve inner, and realize the different flowing-path of water flow inside and the flexible transformation of flow process and combination, realize process in various degree, processing mode is flexible;
(4) the present invention has stronger processing power to principal pollutant such as COD, total phosphorus, total nitrogen, suspended substances, and the clearance of CDO is 98%, is 97% to the clearance of total nitrogen, is 99% to the clearance of suspended substance, is 96% to the clearance of total phosphorus.
Accompanying drawing explanation
Fig. 1 is sealed biological sewage treatment device.
In figure, seal casinghousing-1, sewage water inlet pipe-2, plant treatment room-3, microbiological treatment room-4, microbiological treatment room water outlet-5, microbiological treatment room entering water electromagnetic valve-6, plant treatment room water inlet-7, Aeration fan-8, following current enters water solenoid valve-9, adverse current enters water solenoid valve-10, S shape baffling district-11, S shape baffling district water-in-12, aeration tube-13, adverse current rising pipe-14, following current rising pipe-15, catchment area-16, adverse current goes out water solenoid valve-17, catchment area outlet-18, circulation waterway No. 1 water inlet-19, circulation waterway No. 2 water inlets-20, following current goes out water solenoid valve-21, recycle pump-22, interception filter screen-23
Embodiment
embodiment 1
A kind of sealed biological method for treating waste water, sewage enters the plant treatment room in seal casinghousing from the sewage water inlet pipe of seal casinghousing side, seal casinghousing inside arranges plant treatment room, plant treatment chamber interior arranges microbiological treatment room, plant treatment room nested hollow water tank inside and outside with microbiological treatment room composition, the aquatic emergent of the indoor plantation of plant treatment, after plant treatment room stops 1-2 hour, sewage enters microbiological treatment room by the microbiological treatment room entering water electromagnetic valve bottom microbiological treatment room, the sewage stopped in microbiological treatment room 4-6 hour flows out from the microbiological treatment room water outlet at microbiological treatment top, water solenoid valve is entered successively and S shape baffling district water-in enters S shape baffling district by following current, the operation length in S shape baffling district is 10 meters, sewage extends flow process and the residence time in S shape baffling district, then following current rising pipe is entered through S shape baffling district end
,following current rising pipe is the pvc pipe of 4 long 5m, and it opens an aperture every 5mm, and following current effluent pipe mouth connects adverse current respectively by threeway and enters water solenoid valve and following current goes out water solenoid valve, open when adverse current enters water solenoid valve, during following current water outlet closed electromagnetic valve, water enters the water solenoid valve the other end by adverse current and connects circulation waterway No. 1 water inlet, then adverse current rising pipe is entered by recycle pump, adverse current rising pipe is 4 pvc pipes, it opens an aperture every 5mm, and sewage returns following current by adverse current rising pipe and enters water solenoid valve, close when adverse current enters water solenoid valve, following current goes out water solenoid valve when opening, and sewage enters the catchment area be separated out with PVC baffle plate arranged in seal casinghousing end, part water returns adverse current rising pipe after entering recycle pump by circulation waterway No. 2 water inlets arranged in catchment area, part water is discharged by catchment area outlet, particulate matter in water is arranged interception filter screen by exit, catchment area and tackles, the aeration tube that Aeration fan is drawn passes into bottom microbiological treatment room and plant treatment room respectively, for microbiological treatment room and the aeration oxygen supply of plant treatment room, seal casinghousing top is window shutter to be opened/closed, and the photosynthesis that can be plant provides illumination.
Measuring apparatus enters the water quality of water, water outlet, and this device is 95% to the clearance of CDO, is 96% to the clearance of total nitrogen, is 98% to the clearance of suspended substance, is 94% to the clearance of total phosphorus.
embodiment 2
A kind of sealed biological method for treating waste water, sewage enters the plant treatment room in seal casinghousing from the sewage water inlet pipe of seal casinghousing side, seal casinghousing inside arranges plant treatment room, plant treatment chamber interior arranges microbiological treatment room, plant treatment room nested hollow water tank inside and outside with microbiological treatment room composition, the aquatic emergent of the indoor plantation of plant treatment, after plant treatment room stops 1-2 hour, sewage enters microbiological treatment room by the microbiological treatment room entering water electromagnetic valve bottom microbiological treatment room, the sewage stopped in microbiological treatment room 4-6 hour flows out from the microbiological treatment room water outlet at microbiological treatment top, water solenoid valve is entered successively and S shape baffling district water-in enters S shape baffling district by following current, the operation length in S shape baffling district is 50 meters, sewage extends flow process and the residence time in S shape baffling district, then following current rising pipe is entered through S shape baffling district end
,following current rising pipe is the pvc pipe of 4 long 5m, and it opens an aperture every 5mm, and following current effluent pipe mouth connects adverse current respectively by threeway and enters water solenoid valve and following current goes out water solenoid valve, open when adverse current enters water solenoid valve, during following current water outlet closed electromagnetic valve, water enters the water solenoid valve the other end by adverse current and connects circulation waterway No. 1 water inlet, then adverse current rising pipe is entered by recycle pump, adverse current rising pipe is 4 pvc pipes, it opens an aperture every 5mm, and sewage returns following current by adverse current rising pipe and enters water solenoid valve, close when adverse current enters water solenoid valve, following current goes out water solenoid valve when opening, and sewage enters the catchment area be separated out with PVC baffle plate arranged in seal casinghousing end, part water returns adverse current rising pipe after entering recycle pump by circulation waterway No. 2 water inlets arranged in catchment area, part water is discharged by catchment area outlet, particulate matter in water is arranged interception filter screen by exit, catchment area and tackles, the aeration tube that Aeration fan is drawn passes into bottom microbiological treatment room and plant treatment room respectively, for microbiological treatment room and the aeration oxygen supply of plant treatment room, seal casinghousing top is window shutter to be opened/closed, and the photosynthesis that can be plant provides illumination.
Measuring apparatus enters the water quality of water, water outlet, and this device is 97% to the clearance of CDO, is 97% to the clearance of total nitrogen, is 99% to the clearance of suspended substance, is 95% to the clearance of total phosphorus.
embodiment 3
A kind of sealed biological method for treating waste water, sewage enters the plant treatment room in seal casinghousing from the sewage water inlet pipe of seal casinghousing side, seal casinghousing inside arranges plant treatment room, plant treatment chamber interior arranges microbiological treatment room, plant treatment room nested hollow water tank inside and outside with microbiological treatment room composition, the aquatic emergent of the indoor plantation of plant treatment, after plant treatment room stops 1-2 hour, sewage enters microbiological treatment room by the microbiological treatment room entering water electromagnetic valve bottom microbiological treatment room, the sewage stopped in microbiological treatment room 4-6 hour flows out from the microbiological treatment room water outlet at microbiological treatment top, water solenoid valve is entered successively and S shape baffling district water-in enters S shape baffling district by following current, the operation length in S shape baffling district is 100 meters, sewage extends flow process and the residence time in S shape baffling district, then following current rising pipe is entered through S shape baffling district end
,following current rising pipe is the pvc pipe of 4 long 5m, and it opens an aperture every 5mm, and following current effluent pipe mouth connects adverse current respectively by threeway and enters water solenoid valve and following current goes out water solenoid valve, open when adverse current enters water solenoid valve, during following current water outlet closed electromagnetic valve, water enters the water solenoid valve the other end by adverse current and connects circulation waterway No. 1 water inlet, then adverse current rising pipe is entered by recycle pump, adverse current rising pipe is 4 pvc pipes, it opens an aperture every 5mm, and sewage returns following current by adverse current rising pipe and enters water solenoid valve, close when adverse current enters water solenoid valve, following current goes out water solenoid valve when opening, and sewage enters the catchment area be separated out with PVC baffle plate arranged in seal casinghousing end, part water returns adverse current rising pipe after entering recycle pump by circulation waterway No. 2 water inlets arranged in catchment area, part water is discharged by catchment area outlet, particulate matter in water is arranged interception filter screen by exit, catchment area and tackles, the aeration tube that Aeration fan is drawn passes into bottom microbiological treatment room and plant treatment room respectively, for microbiological treatment room and the aeration oxygen supply of plant treatment room, seal casinghousing top is window shutter to be opened/closed, and the photosynthesis that can be plant provides illumination.
Measuring apparatus enters the water quality of water, water outlet, and this device is 98% to the clearance of CDO, is 97% to the clearance of total nitrogen, is 99% to the clearance of suspended substance, is 96% to the clearance of total phosphorus.
Claims (3)
1. a sealed biological method for treating waste water, it is characterized in that: sewage enters the plant treatment room in seal casinghousing from the sewage water inlet pipe of seal casinghousing side, seal casinghousing inside arranges plant treatment room, plant treatment chamber interior arranges microbiological treatment room, plant treatment room nested hollow water tank inside and outside with microbiological treatment room composition, the aquatic emergent of the indoor plantation of plant treatment, after plant treatment room stops 1-2 hour, sewage enters microbiological treatment room by the microbiological treatment room entering water electromagnetic valve bottom microbiological treatment room, the sewage stopped in microbiological treatment room 4-6 hour flows out from the microbiological treatment room water outlet at microbiological treatment top, water solenoid valve is entered successively and S shape baffling district water-in enters S shape baffling district by following current, sewage extends flow process and the residence time in S shape baffling district, then following current rising pipe is entered through S shape baffling district end
,following current rising pipe is the pvc pipe of 4 long 5m, and it opens an aperture every 5mm, and following current effluent pipe mouth connects adverse current respectively by threeway and enters water solenoid valve and following current goes out water solenoid valve, open when adverse current enters water solenoid valve, during following current water outlet closed electromagnetic valve, water enters the water solenoid valve the other end by adverse current and connects circulation waterway No. 1 water inlet, then adverse current rising pipe is entered by recycle pump, adverse current rising pipe is 4 pvc pipes, it opens an aperture every 5mm, and sewage returns following current by adverse current rising pipe and enters water solenoid valve, close when adverse current enters water solenoid valve, following current goes out water solenoid valve when opening, and sewage enters the catchment area be separated out with PVC baffle plate arranged in seal casinghousing end, part water returns adverse current rising pipe after entering recycle pump by circulation waterway No. 2 water inlets arranged in catchment area, part water is discharged by catchment area outlet, particulate matter in water is arranged interception filter screen by exit, catchment area and tackles, the aeration tube that Aeration fan is drawn passes into bottom microbiological treatment room and plant treatment room respectively, for microbiological treatment room and the aeration oxygen supply of plant treatment room, seal casinghousing top is window shutter to be opened/closed, and the photosynthesis that can be plant provides illumination.
2. sealed biological method for treating waste water according to claim 1, is characterized in that, following current enters water solenoid valve, adverse current enters water solenoid valve, adverse current goes out water solenoid valve, to go out water solenoid valve be spherical valve in following current.
3. sealed biological method for treating waste water according to claim 1, is characterized in that, the operation length in S shape baffling district is 10-100 rice.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410716840.8A CN104478086B (en) | 2014-12-02 | 2014-12-02 | A kind of sealed biological method for treating waste water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410716840.8A CN104478086B (en) | 2014-12-02 | 2014-12-02 | A kind of sealed biological method for treating waste water |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104478086A CN104478086A (en) | 2015-04-01 |
| CN104478086B true CN104478086B (en) | 2015-12-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410716840.8A Expired - Fee Related CN104478086B (en) | 2014-12-02 | 2014-12-02 | A kind of sealed biological method for treating waste water |
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Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105771416B (en) * | 2016-04-29 | 2017-11-14 | 河北人和环境科技有限公司 | Highway sewage treatment structure and its processing method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101863584A (en) * | 2010-04-29 | 2010-10-20 | 重庆大学 | Biological contact oxidation and artificial wetland combined treatment system for grey water of residential area |
| CN202080986U (en) * | 2011-04-02 | 2011-12-21 | 彭传义 | Artificial wetland outflow water backflow device |
| CN202968315U (en) * | 2012-11-29 | 2013-06-05 | 上海勘测设计研究院 | Water quality pretreatment facility |
| CN103755032A (en) * | 2014-01-13 | 2014-04-30 | 东北师范大学 | Combined artificial wetland sewage treatment system |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7575683B2 (en) * | 2007-01-26 | 2009-08-18 | Kauppi Frederick J | Portable wetlands |
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2014
- 2014-12-02 CN CN201410716840.8A patent/CN104478086B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101863584A (en) * | 2010-04-29 | 2010-10-20 | 重庆大学 | Biological contact oxidation and artificial wetland combined treatment system for grey water of residential area |
| CN202080986U (en) * | 2011-04-02 | 2011-12-21 | 彭传义 | Artificial wetland outflow water backflow device |
| CN202968315U (en) * | 2012-11-29 | 2013-06-05 | 上海勘测设计研究院 | Water quality pretreatment facility |
| CN103755032A (en) * | 2014-01-13 | 2014-04-30 | 东北师范大学 | Combined artificial wetland sewage treatment system |
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| CN104478086A (en) | 2015-04-01 |
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| C41 | Transfer of patent application or patent right or utility model | ||
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Inventor after: Hu Dawei Inventor before: Xiang Jinglai |
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Effective date of registration: 20151105 Address after: 510630 room 908, Tianhe North Road, Guangdong, Tianhe District, 2805-2806 Applicant after: Guangzhou Fushengyuan Environmental Protection Engineering Co., Ltd. Address before: Sand town street in Longwan District of Wenzhou City, 325025 city of Zhejiang province No. 719 Applicant before: Xiang Jinglai |
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Granted publication date: 20151209 Termination date: 20191202 |