CN204569663U - The biological reinforced drowned flow artificial wet land module of HVC - Google Patents
The biological reinforced drowned flow artificial wet land module of HVC Download PDFInfo
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- CN204569663U CN204569663U CN201520205837.XU CN201520205837U CN204569663U CN 204569663 U CN204569663 U CN 204569663U CN 201520205837 U CN201520205837 U CN 201520205837U CN 204569663 U CN204569663 U CN 204569663U
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- wetland
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- vertical tube
- bend pipe
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model relates to the biological reinforced drowned flow artificial wet land module of a kind of HVC, and its technical essential is: be water channel in the side, the left and right sides of whole wetland, and opposite side is distributing well; Whole wetland splits several wetland ponds longitudinally arranged by fore-and-aft direction; Arrange a waste pipe and water shoot in each wetland pond, waste pipe, from distributing well, stacks pebbles between the water outlet of wetland pool bottom to waste pipe; Microorganism solidification filler is set on pebbles side; The supervisor of flora setting device is placed on microorganism solidification filler; Water shoot is bend pipe, and bend pipe comprises level pipe and vertical tube upwards, and the level pipe of bend pipe stretches into wetland pond, and turn fractions and the vertical tube thereof of bend pipe are arranged on water channel, and the tube wall of vertical tube arranges several water vents of longitudinal arrangement.
Description
Technical field
The utility model relates to one and relates to sewage disposal technology, is HVC(horizontal vertical compound specifically) biological reinforced drowned flow artificial wet land module.
Background technology
Artificial Wetland Techniques is a kind of ecological type sewage treatment technology of rising in recent years, and with Low investment, effluent quality is good, anti-impact force is strong, simple to operate, working cost is low etc., and advantage comes into one's own gradually in China.In addition, can greenery area be increased by rational Plant choosing and landscape design, improve and beautify ecotope, can also output have the agricultural-food of certain income to come personnel and the maintenance cost of supplementary rural sewage treatment facility.This technology is applicable to China cities and towns or villages and small towns Technical and economical level, is one of the innovation substitute technology of city, villages and small towns sewage disposal.But at the weather condition of northern area cold, the application of this technology is subject to certain restrictions.
Utility model content
For the problems referred to above, the utility model object is to provide the biological reinforced drowned flow artificial wet land module of a kind of HVC, according to process lot size, can be used realize corresponding processing capacity by many group wired in parallel.This equipment improves the processing efficiency of artificial wet land system, reducings the construction costs, meets the aspect demand such as Practical Project construction, operational management, view of middle-size and small-size sewage treatment facility.
The technical solution adopted in the utility model is for achieving the above object: it comprises wetland, it is characterized in that: be water channel in the side, the left and right sides of whole wetland, and opposite side is distributing well; Whole wetland splits several wetland ponds longitudinally arranged by fore-and-aft direction, several wetland ponds namely arranged in ladder shape;
Arrange a waste pipe and water shoot in each wetland pond, waste pipe, from distributing well, stacks pebbles between the water outlet of wetland pool bottom to waste pipe; Arrange microorganism solidification filler on pebbles side, said microorganism solidification filler is that carbon source, nitrogen, phosphorus are deployed into nutritive medium in the ratio of 10:2:1, sprays, is immersed in the spherical bed material of diameter 2-8cm with nutritive medium at twice; The supervisor of flora setting device (CN203833704U) is placed on microorganism solidification filler; Water shoot is bend pipe, bend pipe comprises level pipe and vertical tube upwards, the level pipe of bend pipe stretches into wetland pond, and turn fractions and the vertical tube thereof of bend pipe are arranged on water channel, and the tube wall of vertical tube arranges longitudinal arrangement (axis of vertical tube) several water vents;
The water-in of all waste pipes is in parallel at distributing well; The posticum of all water shoots is in parallel at water channel.
Waste pipe notes sewage with pressure to wetland pond, sewage in wetland pond is through flora setting device and microbial immobilized filler, effectively can improve the content of microorganisms purified waste water in wetland inside, improve microorganism active, again through the flow in horizontal pipe of water shoot to vertical tube, be discharged in water channel by the water vent of vertical tube.
Compared with prior art, positively effect of the present utility model is, because it have employed the water distribution manner that above-mentioned horizontal flow combines with ascending manner vertical current, horizontal drowned flow ensure that the normal operation of artificial wetland winter, the vertical water distribution manner of ascending manner can also make most suspended substances and the biological film deposits that comes off lead silt layer bottom current wetland packing layer, is convenient to lead film desilting.
Accompanying drawing explanation
The utility model is further illustrated below in conjunction with accompanying drawing.
Fig. 1 is the structural representation in wetland pond.
Embodiment
Be water channel 5 in the side, the left and right sides of whole wetland, opposite side is distributing well 1; Whole wetland splits several wetland ponds 4 longitudinally arranged by fore-and-aft direction, several wetland ponds namely arranged in ladder shape;
Arrange a waste pipe 2 and water shoot 6 in each wetland pond, waste pipe, from distributing well, stacks pebbles 9 between the water outlet 21 of wetland pool bottom to waste pipe; Arrange microorganism solidification filler 8 on pebbles side, said microorganism solidification filler is that carbon source, nitrogen, phosphorus are deployed into nutritive medium in the ratio of 10:2:1, sprays, is immersed in the spherical bed material of diameter 2-8cm with nutritive medium at twice; The supervisor 31 of flora setting device 3 is placed on microorganism solidification filler; Water shoot is bend pipe, bend pipe comprises level pipe 61 and vertical tube upwards 62, the level pipe of bend pipe stretches into wetland pond, and turn fractions and the vertical tube thereof of bend pipe are arranged on water channel, and the tube wall of vertical tube arranges longitudinal arrangement (axis of vertical tube) several water vents 63;
The water-in of all waste pipes is in parallel at distributing well; The posticum of all water shoots is in parallel at water channel.7 is pour mask pipes, for leading film desilting.
Waste pipe notes sewage with pressure to wetland pond, sewage in wetland pond is through flora setting device and microbial immobilized filler, effectively can improve the content of microorganisms purified waste water in wetland inside, improve microorganism active, again through the flow in horizontal pipe of water shoot to vertical tube, be discharged in water channel by the water vent of vertical tube.
Claims (1)
1. the biological reinforced drowned flow artificial wet land module of HVC, it comprises wetland, it is characterized in that: be water channel in the side, the left and right sides of whole wetland, and opposite side is distributing well; Whole wetland splits several wetland ponds longitudinally arranged by fore-and-aft direction, several wetland ponds namely arranged in ladder shape;
Arrange a waste pipe and water shoot in each wetland pond, waste pipe, from distributing well, stacks pebbles between the water outlet of wetland pool bottom to waste pipe; Microorganism solidification filler is set on pebbles side; The supervisor of flora setting device is placed on microorganism solidification filler; Water shoot is bend pipe, and bend pipe comprises level pipe and vertical tube upwards, and the level pipe of bend pipe stretches into wetland pond, and turn fractions and the vertical tube thereof of bend pipe are arranged on water channel, and the tube wall of vertical tube arranges several water vents of longitudinal arrangement;
The water-in of all waste pipes is in parallel at distributing well; The posticum of all water shoots is in parallel at water channel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520205837.XU CN204569663U (en) | 2015-04-08 | 2015-04-08 | The biological reinforced drowned flow artificial wet land module of HVC |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520205837.XU CN204569663U (en) | 2015-04-08 | 2015-04-08 | The biological reinforced drowned flow artificial wet land module of HVC |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204569663U true CN204569663U (en) | 2015-08-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520205837.XU Active CN204569663U (en) | 2015-04-08 | 2015-04-08 | The biological reinforced drowned flow artificial wet land module of HVC |
Country Status (1)
| Country | Link |
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| CN (1) | CN204569663U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108516654A (en) * | 2018-06-26 | 2018-09-11 | 沈阳环境科学研究院 | The biological reinforced artificial swamp waste water reclaiming integrated processing systems of SBBR+HVC and its integrated processing method |
-
2015
- 2015-04-08 CN CN201520205837.XU patent/CN204569663U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108516654A (en) * | 2018-06-26 | 2018-09-11 | 沈阳环境科学研究院 | The biological reinforced artificial swamp waste water reclaiming integrated processing systems of SBBR+HVC and its integrated processing method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |