CN103274566A - Anti-blocking ecological soil sewage treatment device - Google Patents
Anti-blocking ecological soil sewage treatment device Download PDFInfo
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- CN103274566A CN103274566A CN2013101981683A CN201310198168A CN103274566A CN 103274566 A CN103274566 A CN 103274566A CN 2013101981683 A CN2013101981683 A CN 2013101981683A CN 201310198168 A CN201310198168 A CN 201310198168A CN 103274566 A CN103274566 A CN 103274566A
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Abstract
The invention relates to an anti-blocking ecological soil sewage treatment device which consists of a treatment tank and a water distribution tank. The treatment tank is formed by underground digging or construction; anti-permeation layers are arranged at the bottom and the periphery of the treatment tank; a surface soil layer, a water distribution layer, a first biological filter chamber layer, a second biological filter chamber layer, a soil mixing layer and a gravel water discharging layer are arranged in the treatment tank from top to bottom; the water distribution layer, the first biological filter chamber layer and the second biological filter chamber layer form a three-stage water distribution system, so that the problems of soil blocking and non-uniform water distribution can be effectively solved; and a micro aeration system can increase redox potential of soil, prevent disintegration of a soil aggregation structure, is favorable for permeation movement of water in the soil and promotes decomposing of organics in the sewage by microorganisms. The anti-blocking ecological soil sewage treatment device has the advantages of novel design, reasonable structure, simplicity in maintenance, low manufacturing and running costs, uniformity in water distribution and high dirt-removing capacity and has the characteristics of low energy consumption, good treatment effect, low manufacturing cost, convenience in management and running and low treatment cost.
Description
Technical field
The invention belongs to sewage treatment area, relate to a kind of waste disposal plant, particularly a kind of anti-clogging plug ecological soil waste disposal plant.
Background technology
According to the knowledge of the applicant, existing soil treatment sewage method is, after the sewage process pre-treatment separation that contains solid, allow the sewage that separates through pre-treatment by being embedded in the water spraying pipe in the soil, in the soil around infiltration is diffused into, utilize the physical adsorption characteristic of soil and the Decomposition purifying treatment sewage of microorganism.A kind of like this sewage water treatment method, it mainly is to use at the diafiltration bed that soil constitutes, sewage carries out diafiltration from top to bottom in soil, utilize the effect of the soil sanitation sewage that constitutes the diafiltration bed, reaches the purpose that all contaminations in the sewage is removed.
The applicant finds under study for action, existing soil treatment sewage method and other sewage treatment are compared, have that energy consumption is low, treatment effect good, the cost cost is low, management operating is convenient, the advantage that processing costs is low, construction investment and cost that it spends in concrete the application only are 10%～20% of conventional treatment method.In addition, soil treatment sewage method adopts the soil to dispose of sewage, and the available nutrient in the sewage and moisture are reduced to the soil, has the eucyclic effect of the natural, ecological of keeping, and especially in the area of water scarcity, is a kind of comparatively desirable sewage water treatment method.
Chinese patent literature disclosed " intensified water-layout underground infiltration water treatment method and the system " (patent No.: ZL02130946.9), be below ground flora, to arrange a plurality of diafiltration ditches and cloth tank, in the diafiltration ditch, fill the special soil of artificial preparation, and in cloth tank both sides the intensified water-layout material is set, under the comprehensive purifying function of soil-microorganism-botanical system, purify waste water, water after the purification is discharged through header after collecting by the collecting gutter that is arranged on impervious barrier top, bottom.The applicant thinks, this invention proposes to divide into a plurality of diafiltration ditches and cloth tank at soil layer, fills the special soil of human configuration in the diafiltration ditch, and the cloth tank is established the porous water distributor, the intensified water-layout material that arranges by both sides oozes gradually diffusion around the soil, and sewage is had good effect of removing.The category that it belongs to soil treatment sewage is the concrete application of soil treatment sewage method.
Although existing soil sewage treatment has above-mentioned advantage, never can large-scale penetration and promotion, this is that it encounters problems in application and can not obtain fine solution and make.The applicant finds the reason place that problem can not fine solution through research, mainly be, using existing soil sewage treatment disposes of sewage and exists insoluble soil blockage problem, cause existing soil treatment method after date when using a section, the hole in the soil has been stopped up in the accumulation of the organism that can not be decomposed fully in the sewage and the polysaccharose substance that produced by microbiological degradation gradually, have influence on the ventilative water flowing performance of soil, reduction along with the venting and water permeable performance of soil, the redox potential of soil also sharply descends, make the crumb structure of soil destroyed at last, aggravated the further obstruction of the hole in the soil, to such an extent as to handling water at last can't soak into mobile equably, the decontamination effect improving of soil is reduced, even can't carry out the purifying treatment of sewage.
Summary of the invention
The objective of the invention is, at the deficiency that above-mentioned prior art exists, improve, propose and study a kind of anti-clogging plug ecological soil waste disposal plant, it can prevent effectively that soil from stopping up, and water distribution is even, effectively improve the denitrogenation dephosphorizing effect, it is low to make running cost, and soil removability is strong.
Technical solution of the present invention, adopt treatment trough, cloth tank, it is characterized in that, treatment trough adopts mine working or constructs and forms, the bottom for the treatment of trough be equipped with anti-leakage layer all around, be provided with topsoil layer, water distribution layer, the first biological filter layer, the second biological filter layer, mixing with soil layer, rubble water-yielding stratum in the treatment trough from top to bottom, water distribution layer is provided with the cloth tank.
It is characterized in that the thickness of topsoil layer is 30 mm～400 mm, soil porosity is 50 %～65 %, and saturated coefficient of permeability is 1 * 10
-2Cm/s～1 * 10
-3Cm/s.
It is characterized in that, be provided with packing layer outside the cloth tank and between water distribution layer, the filler that packing layer adopts is granular gravel, and the saturated coefficient of permeability of packing layer is 10 cm/s～15 cm/s, the thickness of packing layer is 10 mm～200 mm, and the particle diameter of granular gravel is 10 mm～15 mm.
It is characterized in that the cloth tank is provided with water inlet pipe, aeration tube, fixed support, biological enzyme carbon is packing layer; Biological enzyme carbon is that the filler that packing layer adopts is granular biological enzyme charcoal, and the particle diameter of granular biological enzyme charcoal is 10 mm～50 mm; On the tube wall of water inlet pipe apron hole is arranged, the aperture of apron hole is 5 mm～15 mm; The section of cloth tank is rectangle.
It is characterized in that aeration tube is located at water inlet pipe to the both sides of support bracket fastened centre, the tubing that aeration tube adopts is a kind of of ABS or polypropylene or UPVC, and the aeration mode of aeration tube is intermittent aeration or lasting aeration; Aeration tube, biological enzyme carbon are that packing layer and water inlet pipe constitute little aerating system; Aeration tube is boring aeration pipe; Biological enzyme carbon is that packing layer is that the environmental biological enzyme carbonaceous material of distributing, ashstone filler mix the combination layer that constitutes by different proportionings.
It is characterized in that the filler of the first biological filter layer is that Guamishi and biological enzyme carbonaceous material mix, biological enzyme carbon is that the particle diameter of filler is 5 mm～20 mm; Thickness 2 mm～50 mm, saturated coefficient of permeability 1 cm/s～1 * 10
-1Cm/s.
It is characterized in that the filler of the second biological filter layer is that fine sand and biological enzyme carbonaceous material mix, biological enzyme carbon is that the particle diameter of filler is 5 mm～20 mm; Thickness 2 mm～50 mm, saturated coefficient of permeability 1 * 10
-1Cm/s～1 * 10
-2Cm/s.
It is characterized in that water distribution layer, the first biological filter layer and the second biological filter layer are combined into three grades of water distribution systems.
It is characterized in that the mixing with soil layer is that soil mixes formation with the biological enzyme carbonaceous material, thickness is 10 mm～350 mm, and soil porosity is 50 %～65 %, and saturated coefficient of permeability is 1 * 10
-2Cm/s～1 * 10
-3Cm/s.
It is characterized in that the rubble water-yielding stratum adopts rubble to constitute, the particle diameter of rubble is 10 mm～30 mm, and the rubble water-yielding stratum is furnished with the rising pipe that catchments.
Principle of work of the present invention is, three grades of water distribution systems that combined by water distribution layer, the first biological filter layer and the second biological filter layer, improve the water distribution uniformity of soil system: the water outlet of cloth tank enters water distribution layer, the coefficient of permeability of gravel is greater than the coefficient of permeability of the filler of the first biological filter layer and the second biological filter layer, and the water body rapid osmotic enters the first biological filter layer; The water of the first biological filter layer is covered with the space under the effect of osmotic pressure, and its coefficient of permeability is greater than the filler coefficient of permeability of the second biological filter layer, and the water body uniformly penetrating enters the second biological filter layer; Biological enzyme carbonaceous material in the filler of the first biological filter layer and the second biological filter layer, the larger molecular organics in the water body of effectively having degraded has improved the obstruction of filler, promotes the even laying of water body.
Innovative point of the present invention is: 1, adopt treatment trough, the treatment trough internal structure is rationally arranged; Three grades of water distribution systems that combined by water distribution layer, the first biological filter layer and the second biological filter layer, adopted the biological enzyme carbonaceous material, can degrade effectively larger molecular organics in the water body, make the latch up phenomenon of filler obtain basic improvement, improved the water distribution uniformity of soil system; The superperformance that had both kept soil treatment sewage has prevented effectively that again the situation that soil stops up from taking place.The cleaning action of cloth tank is to handle the reduction organism step by step, and macromolecular substance is converted into small-molecule substance, prevents that soil from stopping up; The distinctive water distribution manner of cloth tank self can prolong hydraulic detention time, accelerates organic decomposition in the water body, and larger molecular organics is decomposed into small-molecule substance; Biological enzyme charcoal in the filler can be built good microorganism growth environment, promote microorganism to organic consumption degraded and denitrification effect in the water sample.2, adopting aeration tube, biological enzyme carbon is that packing layer and water inlet pipe constitute little aerating system, and aeration tube rationally laid, improve the redox potential of soil effectively, prevent crumbling of soil aggregate, keep soil aggregate effectively, be conducive to the infiltration of water in soil and move; Be conducive to promote microorganism to organic decomposition in the sewage simultaneously, reach and prevent that phenomenon of blocking from appearring in soil behind life-time service.The aeration effect of aeration tube is: change the redox potential of soil, prevent crumbling of soil granular, keep soil aggregate, be conducive to flowing of water and air; Aerobic-anaerobic-aerobic-anoxic environment hockets, and promotes decomposition and the denitrogenation of larger molecular organics.
Advantage of the present invention is, modern design is rational in infrastructure, safeguards simple.Three grades of water distribution systems that the present invention adopts can prevent effectively that the problem that soil stops up and water distribution is inhomogeneous from taking place.The present invention adopts the topsoil layer, water distribution layer, the first biological filter layer, the second biological filter layer, the mixing with soil layer, the rubble water-yielding stratum constitutes the internal structure for the treatment of trough, has that energy consumption is low, treatment effect good, the cost cost is low, and management operating is convenient, the characteristics that processing costs is low, and water distribution is even, and manufacturing running cost of the present invention is low, and soil removability is strong.The quality that will improve greatly sewage disposal of applying of the present invention especially effectively improves the denitrogenation dephosphorizing effect, provides a kind of good approach for building good ecotope.
Description of drawings
Fig. 1, basic structure synoptic diagram of the present invention.
The water inlet synoptic diagram of three grades of water distribution systems that constituted by water distribution layer, the first biological filter layer and the second biological filter layer that Fig. 2, the present invention adopt.
What Fig. 3, the present invention adopted is little aeration synoptic diagram of little aerating system of constituting of packing layer and water inlet pipe by aeration tube, biological enzyme carbon.
The tube section view of the aeration tube of the little aerating system of formation that Fig. 4, the present invention adopt.
Among the figure, 1, the topsoil layer; 2, water distribution layer; 3, the first biological filter layer; 4, the second biological filter layer; 5, mixing with soil layer; 6, rubble water-yielding stratum; 7, the rising pipe that catchments; 8, cloth tank; 9, water inlet pipe; 10, aeration tube; 11, biological enzyme carbon is packing layer; 12, fixed support; 13, plant; 14, circular hole.
Embodiment
Below, with reference to the accompanying drawings, describe embodiments of the invention in detail.
As Fig. 1, Fig. 2, Fig. 3, shown in Figure 4, the present invention adopts treatment trough, cloth tank 8, and cloth tank 8 is in treatment trough.Treatment trough adopts mine working or constructs and forms.The bottom for the treatment of trough be equipped with anti-leakage layer all around, be provided with topsoil layer 1, water distribution layer 2, the first biological filter layer 3, the second biological filter layer 4 in the treatment trough from top to bottom,, earth mixolimnion 5, rubble water-yielding stratum 6.Cloth tank 8 is arranged in the water distribution layer 2, and the thickness of topsoil layer 1 is 30 mm～400 mm, and soil porosity is 50 %～65 %, and saturated coefficient of permeability is 1 * 10
-2Cm/s～1 * 10
-3Cm/s.
The filler that the outer and water distribution layer of cloth tank 8 is 2 can also adopt the mixed fillers of granular gravel and biological enzyme carbonaceous material, its saturated coefficient of permeability is 10 cm/s～15cm/s, thickness is 10 mm～200 mm, and the particle diameter of mixed fillers is 10 mm～15 mm.
The effect of cloth tank 8 is to handle the reduction organism step by step, and macromolecular substance is converted into small-molecule substance, prevents that soil from stopping up.The characteristics that have of cloth tank 8 are: 1) self distinctive water distribution manner can prolong hydraulic detention time, accelerates organic decomposition in the water body, and larger molecular organics is decomposed into small-molecule substance; 2) the aeration effect of aeration tube, aerobic-anaerobic-aerobic-anoxic environment hockets, and promotes the decomposition of larger molecular organics; 3) the biological enzyme charcoal in the filler is built good microorganism growth environment, promotes microorganism organic consumption in the water sample is degraded.The direction shown in the arrow of water pressing in cloth tank 8 flows, infiltration, uniform.
The filler that the first biological filter layer 3 adopts is that Guamishi and biological enzyme carbonaceous material mix formation, thickness 2 mm～50 mm of the first biological filter layer 3, saturated coefficient of permeability 1 cm/s～1 * 10
-1Cm/s.
The filler that the second biological filter layer 4 adopts is that fine sand and biological enzyme carbonaceous material mix formation, thickness 2 mm～50 mm of the second biological filter layer 4, saturated coefficient of permeability 1 * 10
-1Cm/s～1 * 10
-2Cm/s.
By three grades of water distribution systems that water distribution layer 2, the first biological filter layer 3 and the second biological filter layer 4 combine, can improve the water distribution uniformity of soil system.This be because: 1) water outlet of cloth tank 8 enters water distribution layer 2, the saturated coefficient of permeability of the granular gravel in the water distribution layer 2 is greater than the saturated coefficient of permeability of the filler in the first biological filter layer 3 and the second biological filter layer 4, thereby makes water body rapid osmotic to enter the first biological filter layer 3; 2) water of the first biological filter layer 3 is covered with the space fast under the effect of osmotic pressure, and its saturated coefficient of permeability is greater than the saturated coefficient of permeability of the filler of the second biological filter layer, thereby makes water body penetrate into the second biological filter layer 4 again equably; 3) because the natural characteristics of the biological enzyme carbonaceous material in the filler of the first biological filter layer 3 and the second biological filter layer 4, the larger molecular organics in the water body of effectively having degraded, thereby improved the latch up phenomenon of filler greatly, promoted the even laying of water body in soil.
Mixing with soil layer 5 is that soil mixes formation with the biological enzyme carbonaceous material, and thickness is 10 mm～350 mm, and soil porosity is 50 %～65 %, saturated coefficient of permeability 1 * 10
-2Cm/s～1 * 10
-3Cm/s.
Rubble water-yielding stratum 6 has adopted oarse-grained rubble, and the particle diameter of rubble is 10 mm～30 mm, and rubble water-yielding stratum 6 is provided with the rising pipe 7 that catchments.
Claims (10)
1. anti-clogging plug ecological soil waste disposal plant, adopt treatment trough, cloth tank, it is characterized in that, treatment trough adopts mine working or constructs and forms, the bottom for the treatment of trough be equipped with anti-leakage layer all around, be provided with topsoil layer (1), water distribution 2 in the treatment trough from top to bottom), the first biological filter layer (3), the second biological filter layer (4), mixing with soil layer (5), rubble water-yielding stratum (6), water distribution layer (2) is provided with cloth tank (8).
2. a kind of anti-clogging plug ecological soil waste disposal plant according to claim 1 is characterized in that, the thickness of topsoil layer (1) is 30 mm～400 mm, and soil porosity is 50 %～65 %, and saturated coefficient of permeability is 1 * 10
-2Cm/s～1 * 10
-3Cm/s.
3. a kind of anti-clogging plug ecological soil waste disposal plant according to claim 1, it is characterized in that, be provided with packing layer outside the cloth tank (8) and between water distribution layer (2), the filler that packing layer adopts is granular gravel, the saturated coefficient of permeability of packing layer is 10 cm/s～15 cm/s, the thickness of packing layer is 10 mm～200 mm, and the particle diameter of granular gravel is 10 mm～15 mm.
4. according to claim 1 or 3 described a kind of anti-clogging plug ecological soil waste disposal plants, it is characterized in that cloth tank (8) is provided with water inlet pipe (9), aeration tube (10), fixed support (12), biological enzyme carbon is packing layer (11); Biological enzyme carbon is that the filler that packing layer (11) adopts is granular biological enzyme charcoal, and the particle diameter of granular biological enzyme charcoal is 10 mm～50 mm; On the tube wall of water inlet pipe (9) apron hole is arranged, the aperture of apron hole is 5 mm～15 mm; The section of cloth tank (8) is rectangle.
5. a kind of anti-clogging plug ecological soil waste disposal plant according to claim 4, it is characterized in that, aeration tube (10) is located at water inlet pipe (9) to the both sides of the centre of fixed support (12), the tubing that aeration tube (10) adopts is a kind of of ABS or polypropylene or UPVC, and the aeration mode of aeration tube (10) is intermittent aeration or lasting aeration; Aeration tube (10), biological enzyme carbon are that packing layer (11) and water inlet pipe (9) constitute little aerating system; Aeration tube (10) is boring aeration pipe; Biological enzyme carbon is that packing layer (11) mixes the combination layer that constitutes for the environmental biological enzyme carbonaceous material of distributing, ashstone filler by different proportionings.
6. a kind of anti-clogging plug ecological soil waste disposal plant according to claim 1 is characterized in that, the filler of the first biological filter layer (3) is that Guamishi and biological enzyme carbonaceous material mix, and biological enzyme carbon is that the particle diameter of filler is 5 mm～20 mm; Thickness 2 mm～50 mm, saturated coefficient of permeability 1 cm/s～1 * 10
-1Cm/s.
7. a kind of anti-clogging plug ecological soil waste disposal plant according to claim 1 is characterized in that, the filler of the second biological filter layer (4) is that fine sand and biological enzyme carbonaceous material mix, and biological enzyme carbon is that the particle diameter of filler is 5 mm～20 mm; Thickness 2 mm～50 mm, saturated coefficient of permeability 1 * 10
-1Cm/s～1 * 10
-2Cm/s.
8. according to claim 1 or 3 or 6 or 7 described a kind of anti-clogging plug ecological soil waste disposal plants, it is characterized in that water distribution layer (2), the first biological filter layer (3) and the second biological filter layer (4) are combined into three grades of water distribution systems.
9. a kind of anti-clogging plug ecological soil waste disposal plant according to claim 1, it is characterized in that mixing with soil layer (5) is that soil mixes formation with the biological enzyme carbonaceous material, thickness is 10 mm～350 mm, soil porosity is 50 %～65 %, and saturated coefficient of permeability is 1 * 10
-2Cm/s～1 * 10
-3Cm/s.
10. a kind of anti-clogging plug ecological soil waste disposal plant according to claim 1 is characterized in that, rubble water-yielding stratum (6) adopts rubble to constitute, and the particle diameter of rubble is 10 mm～30 mm, and rubble water-yielding stratum (6) is furnished with the rising pipe that catchments (7).
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| CN201310198168.3A CN103274566B (en) | 2013-05-24 | 2013-05-24 | Anti-blocking ecological soil sewage treatment device |
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| CN201310198168.3A CN103274566B (en) | 2013-05-24 | 2013-05-24 | Anti-blocking ecological soil sewage treatment device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109368935A (en) * | 2018-11-29 | 2019-02-22 | 浙江嘉科新能源科技有限公司 | A kind of pretreatment unit for Drain contamination for river channel mouth |
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| CN1159426A (en) * | 1997-02-28 | 1997-09-17 | 江鹰 | Sewage high degree treating device for soil against blocking |
| CN2286176Y (en) * | 1997-02-28 | 1998-07-15 | 江鹰 | Antiplugging soil height sewage treatment apparatus |
| CN1583609A (en) * | 2004-06-03 | 2005-02-23 | 上海交通大学 | Waste water cryogenic treating apparatus for deaminizating phosphor-removing ventilating layer |
| US20050082222A1 (en) * | 2003-10-20 | 2005-04-21 | Dharma Living Systems, Lc | Tidal vertical flow wastewater treatment system and method |
| CN200951341Y (en) * | 2006-09-06 | 2007-09-26 | 山东大学 | New ecological percolation bed |
| CN101456608A (en) * | 2009-01-05 | 2009-06-17 | 北京大学 | Device of multi-medium subsurface infiltration rural sewage disposal system and method thereof |
-
2013
- 2013-05-24 CN CN201310198168.3A patent/CN103274566B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1159426A (en) * | 1997-02-28 | 1997-09-17 | 江鹰 | Sewage high degree treating device for soil against blocking |
| CN2286176Y (en) * | 1997-02-28 | 1998-07-15 | 江鹰 | Antiplugging soil height sewage treatment apparatus |
| US20050082222A1 (en) * | 2003-10-20 | 2005-04-21 | Dharma Living Systems, Lc | Tidal vertical flow wastewater treatment system and method |
| CN1583609A (en) * | 2004-06-03 | 2005-02-23 | 上海交通大学 | Waste water cryogenic treating apparatus for deaminizating phosphor-removing ventilating layer |
| CN200951341Y (en) * | 2006-09-06 | 2007-09-26 | 山东大学 | New ecological percolation bed |
| CN101456608A (en) * | 2009-01-05 | 2009-06-17 | 北京大学 | Device of multi-medium subsurface infiltration rural sewage disposal system and method thereof |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109368935A (en) * | 2018-11-29 | 2019-02-22 | 浙江嘉科新能源科技有限公司 | A kind of pretreatment unit for Drain contamination for river channel mouth |
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Inventor after: Jiang Ying Inventor after: Zhang Wei Inventor before: Jiang Ying |
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Effective date of registration: 20190522 Address after: 430071 No. 34 Xiaohong Shandong District, Wuchang District, Wuhan City, Hubei Province Patentee after: Wuhan Jiangcheng Zeyuan Ecological Engineering Technology Co., Ltd. Address before: 430071 No. 34 Xiaohong Shandong District, Wuchang District, Wuhan City, Hubei Province Patentee before: Hubei Institute of Automation Co., Ltd. |
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