CN203938570U - Landscape ecological treatment system - Google Patents
Landscape ecological treatment system Download PDFInfo
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- CN203938570U CN203938570U CN201420346857.4U CN201420346857U CN203938570U CN 203938570 U CN203938570 U CN 203938570U CN 201420346857 U CN201420346857 U CN 201420346857U CN 203938570 U CN203938570 U CN 203938570U
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- water channel
- channel
- cloth water
- wetland
- pond
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Abstract
A kind of landscape ecological treatment system, it is characterized in that: cloth water channel and the design of wetland berth multistage, comprise pretreatment system, anaerobically fermenting pond, cloth water channel, wetland bed, braiding channel (9), water distribution system, system filler, pretreatment system comprises the artificial grid of thickness each one, anaerobically fermenting pond comprises anaerobic pond one section of (1) and two sections of anaerobic ponds (2), cloth water channel comprises cloth water channel A(3), cloth water channel B(4), cloth water channel C(5), wetland bedly comprise wetland bed A(6), wetland bed B(7), wetland bed C(8), anaerobic pond is one section of cloth water channel outside two sections (2), one section wetland bed, outermost is braiding channel 9.In the utility model system cloth water channel, water distribution system is set in pond, anaerobic pond water outlet is in water distribution system uniformly distributing is wetland bed to landscape ecological treatment system, cloth water channel and the design of wetland berth multistage, sewage stops about 5-7d in landscape ecological treatment system, system water outlet enters in braiding channel, braiding channel sewage standard discharge.
Description
Technical field
The utility model belongs to sewage disposal device, is specifically related to a kind of landscape ecological treatment system.
Background technology
Industry situation: along with the deterioration of global environment and the attention of environmental administrations at different levels, Sewage Pollution is administered very urgent.China's plumbing is put into practice and is shown, on the one hand, water resources wretched insufficiency, on the other hand, a large amount of waste water is but not used, and after discharge, pollutes.Coal Mine is no exception, some mining areas of the Northwest, and the more outstanding Precipitation In Northwest China amount of problem is 100 ~ 200mm only, only has 1/6 ~ 1/3 of national annual precipitation.Underground type resource distribution differences between the south and the north in the whole nation are very large, and south accounts for 69%, and the north only accounts for 31%, and is mostly distributed in plains region.Many places, mining area, northwest are in mountain area, and water resources more lacks, and mining area internal water resource often can only be used as small-sized or interim water source, and concentrated permanent water need solve from outside, mining area, distance, and the discrepancy in elevation is large, and water supply cost is high.In addition, mountain area surface water mostly is again broken stream, withered flood season flow differs greatly, perennial stream flow dilution capacity is poor, and the generally all two sides distributions along the river of mine, coal washery and auxiliary enterprises, treated or untreated life, industrial sewage all, toward Ha Noi discharge, cause pollution in various degree.Actually one side is administered for discharge, from remote water detection source, still process reuse, turns harm into good on the other hand, solves part or all of water source nearby, be worth conscientiously research.The waste water control working practice in nearly ten or twenty year proves repeatedly, can not only stay in and administer for discharge, must further contemplate processing and utilizing, to prevent and remedy pollution and develop water source combines, exploitation industry, sanitary wastewater are second water source, both can alleviate water source imbalance between supply and demand, can alleviate surface water body again contaminated.
Summary of the invention
The purpose of this utility model is to provide a kind of landscape ecological treatment system, anaerobic pond water outlet gravity flow is entered in the utility model system cloth water channel, water distribution system is set in pond, anaerobic pond water outlet is in water distribution system uniformly distributing is wetland bed to landscape ecological treatment system, cloth water channel and the design of wetland berth multistage, sewage stops about 5-7d in landscape ecological treatment system, and system water outlet enters in braiding channel, braiding channel sewage standard discharge.
The purpose of this utility model and solve its technical problem underlying and realize by the following technical solutions: a kind of landscape ecological treatment system, cloth water channel and the design of wetland berth multistage, comprise pretreatment system, anaerobically fermenting pond, cloth water channel, wetland bed, braiding channel 9, water distribution system, system filler, pretreatment system comprises the artificial grid of thickness each one, anaerobically fermenting pond comprises two section 2 of a section 1 of anaerobic pond and anaerobic pond, cloth water channel comprises cloth water channel A3, cloth water channel B4, cloth water channel C5, wetland bedly comprise wetland bed A6, wetland bed B7, wetland bed C8, outside two section 2 of anaerobic pond, it is one section of cloth water channel, one section wetland bed, outermost is braiding channel 9.
The utility model principle of work:
Waste water gravity flow enters in grating tank, the artificial grid of thickness is set respectively together in pond, and in sewage, larger suspended particle is removed in pond, to alleviate subsequent treatment process load.
Grating tank water outlet gravity flow enters in landscape ecological treatment system anaerobic pond, and anaerobic pond is two sections of designs.Sewage, under the effect of anaerobion, is decomposed into ammonia nitrogen by the organonitrogen in sewage, and adopt organic carbon source is electron donor simultaneously, makes nitrous acid nitrogen, nitrate nitrogen be converted into nitrogen and utilizes partial organic substances and the synthetic new cellular material of ammonia nitrogen.
Anaerobic pond water outlet gravity flow enters in landscape ecological treatment system cloth water channel, and water distribution system is set in pond, and anaerobic pond water outlet is in water distribution system uniformly distributing is wetland bed to landscape ecological treatment system.Cloth water channel and the design of wetland berth multistage, sewage stops about 5-7d in landscape ecological treatment system, and system water outlet enters in braiding channel, braiding channel sewage standard discharge.
The utility model compared with prior art has obvious advantage and beneficial effect.From above technical scheme, the utlity model has following basic mechanical design feature:
A, system adopt full gravity flow design, without additionaling power.
B, system do not relate to mechanical means, and failure rate is few.
C, system operation are simple, and efficiency is high.
D, system do not need propulsion source, do not consume any energy, environmental protection and energy saving.
E, sewage is upper and lower turbulent flow in system, contributes to sewage purification.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Mark in figure:
1, anaerobic pond is one section; 2, anaerobic pond is two sections; 3, cloth water channel A; 4, cloth water channel B; 5, cloth water channel C; 6, wetland bed A; 7, wetland bed B; 8, wetland bed C; 9, braiding channel.
Embodiment
Below in conjunction with accompanying drawing and preferred embodiment, landscape ecological treatment system embodiment, structure, feature and effect thereof to according to the utility model proposes, be described in detail as follows.
Referring to Fig. 1, a kind of landscape ecological treatment system, cloth water channel and the design of wetland berth multistage, comprise pretreatment system, anaerobically fermenting pond, cloth water channel, wetland bed, braiding channel 9, water distribution system, system filler, pretreatment system comprises the artificial grid of thickness each one, anaerobically fermenting pond comprises two section 2 of a section 1 of anaerobic pond and anaerobic pond, cloth water channel comprises cloth water channel A3, cloth water channel B4, cloth water channel C5, wetland bed wetland bed A6, wetland bed B7, the wetland bed C8 of comprising, outside two section 2 of anaerobic pond, be that one section of cloth water channel, one section are wetland bed, outermost is braiding channel 9.
The utility model principle of work:
Waste water gravity flow enters in grating tank, the artificial grid of thickness is set respectively together in pond, and in sewage, larger suspended particle is removed in pond, to alleviate subsequent treatment process load.
Grating tank water outlet gravity flow enters in landscape ecological treatment system anaerobic pond, and anaerobic pond is two sections of designs.Sewage, under the effect of anaerobion, is decomposed into ammonia nitrogen by the organonitrogen in sewage, and adopt organic carbon source is electron donor simultaneously, makes nitrous acid nitrogen, nitrate nitrogen be converted into nitrogen and utilizes partial organic substances and the synthetic new cellular material of ammonia nitrogen.
Anaerobic pond water outlet gravity flow enters in landscape ecological treatment system cloth water channel, and water distribution system is set in pond, and anaerobic pond water outlet is in water distribution system uniformly distributing is wetland bed to landscape ecological treatment system.Cloth water channel and the design of wetland berth multistage, sewage stops about 5-7d in landscape ecological treatment system, and system water outlet enters in braiding channel, braiding channel sewage standard discharge.
The utility model four consumption indexs:
Oil consumption: need not be oily, oil consumption is 0;
Water consumption: water not, water consumption is 0;
Power consumption: not electricity consumption, power consumption is 0;
Gas consumption: without gas, gas consumption is 0.
The above, it is only preferred embodiment of the present utility model, not the utility model is done to any pro forma restriction, any technical solutions of the utility model content that do not depart from, any simple modification, equivalent variations and the modification above embodiment done according to technical spirit of the present utility model, all still belong in the scope of technical solutions of the utility model.
Claims (1)
1. a landscape ecological treatment system, it is characterized in that: cloth water channel and the design of wetland berth multistage, comprise pretreatment system, anaerobically fermenting pond, cloth water channel, wetland bed, braiding channel (9), water distribution system, system filler, pretreatment system comprises the artificial grid of thickness each one, anaerobically fermenting pond comprises anaerobic pond one section of (1) and two sections of anaerobic ponds (2), cloth water channel comprises cloth water channel A(3), cloth water channel B(4), cloth water channel C(5), wetland bedly comprise wetland bed A(6), wetland bed B(7), wetland bed C(8), anaerobic pond is one section of cloth water channel outside two sections (2), one section wetland bed, outermost is braiding channel (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420346857.4U CN203938570U (en) | 2014-06-27 | 2014-06-27 | Landscape ecological treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420346857.4U CN203938570U (en) | 2014-06-27 | 2014-06-27 | Landscape ecological treatment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203938570U true CN203938570U (en) | 2014-11-12 |
Family
ID=51857903
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420346857.4U Expired - Fee Related CN203938570U (en) | 2014-06-27 | 2014-06-27 | Landscape ecological treatment system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203938570U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104016554A (en) * | 2014-06-27 | 2014-09-03 | 贵州华源环保科技发展有限公司 | Landscape ecological treatment system |
-
2014
- 2014-06-27 CN CN201420346857.4U patent/CN203938570U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104016554A (en) * | 2014-06-27 | 2014-09-03 | 贵州华源环保科技发展有限公司 | Landscape ecological treatment system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141112 Termination date: 20160627 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |