CN1727291A - Artificial wet land system for sewage treatment - Google Patents
Artificial wet land system for sewage treatment Download PDFInfo
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- CN1727291A CN1727291A CNA200510072375XA CN200510072375A CN1727291A CN 1727291 A CN1727291 A CN 1727291A CN A200510072375X A CNA200510072375X A CN A200510072375XA CN 200510072375 A CN200510072375 A CN 200510072375A CN 1727291 A CN1727291 A CN 1727291A
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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
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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
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/002—Construction details of the apparatus
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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
- C02F2303/00—Specific treatment goals
- C02F2303/02—Odour removal or prevention of malodour
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- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Treatment Of Biological Wastes In General (AREA)
Abstract
The present invention provides a constructed wetland system for treating sewage, which is able to solve problems of a subsurface flow treatment wetland. The system comprises a structure that has a sewage inlet and a treated water outlet and includes a bottom surface, the bottom surface formed to have a plurality of steps that are lowered from an upflow side of the sewage inlet to a downflow side of the treated water outlet, and side walls that are extended from a peripheral of the bottom surface in an upward direction, a plurality of first partitions that are extended from an upper surface of each of the stairs in an upward direction, at least one second partition that is extended from a point, the point spaced apart from the upper surface of the stair between the adjacent first partitions, in an upward direction, potting medium that is laminated at a portion of the upper part of the stairs, respectively and plants that are planted at the potting medium.
Description
Invention field
In general, the present invention relates to a kind of artificial wet land system that is used for sewage disposal.
Background of invention
Artificial swamp also can be described as artificial wetland, is meant the artificial constructed wetland that utilizes the detergent power of natural resourcess such as soil, plant and microorganism for example to handle pollutent.This artificial swamp is a class of natural purification method.
With respect to machinery or chemical purification method, the method for using this artificial swamp to purify waste water has multiple advantage, and for example, consuming little energy, to be easy to safeguard, to purify cost low or the like.Therefore, in wide zone, available soil, Rural areas for example, artificial swamp is particularly suitable for as the device of purifying waste water.
Traditional artificial swamp type can be divided into artesian water surface wet land system (free watersurface wetland system) and subsurface flow wetland system (subsurface flow wetlandsystem).The method of purifying waste water of using this class artificial swamp as a kind of effectively, economy and the purification addle of environmental sound or the method for sewage done research and obtained to use.
Use the method for the artificial swamp of this quasi-tradition to have following variety of issue.The first, a problem of existence is, because the phenomenon that sand or gravel block may appear in long-time running.The second, winter is because withered the dying of plant may the luminous efficiency reduction.The 3rd, compare with mechanical processing method, need more large-area soil, to obtain stabilizing treatment efficient.The 4th, need to remove growing plants in the treating processes.The 5th, wetland may provide the environment of mosquito breeding.
In order to address the above problem, adopted several different methods.For example, on wetland, build up or prevent the inner putrefactive phenomenon of wetland, will be used to discharge the pipe of suspended solids or provide the pipe of air to insert wetland to wetland in order to prevent suspended solids.In addition, in order to prevent the mosquito breeding, introducing with the larvae in wetland is the fish of food.
Yet traditional artificial swamp all has following shortcoming.That is to say that the base material (substrate) that is used to fill wetland is limited, and the floristics of planting also is limited on wetland.
Particularly, under the situation of traditional artesian water surface treatment wetland, most of base materials of filling wetland all are that soil and sewage flow on soil.Therefore, artesian water surface treatment wetland needs wide place in order to disposing of sewage, and has the problem that gives an offensive smell and produce mosquito.
Because sewage mobile in soil is occupy the microbially decontaminate in the soil or in the root system of plant simultaneously, so undercurrent processing wetland processing efficiency is high and need relatively little place, is better than artesian water surface treatment wetland so undercurrent is handled wetland.Yet traditional undercurrent is handled in the wetland, and mud or suspended solids might be built up in soil inside in the long-time running process of wetland, and this phenomenon may reduce processing efficiency and cause that wetland rots.In addition, traditional undercurrent is handled in the wetland, and the inner drainage flow of wetland is diagonal lines from the outlet that enters the mouth and forms, so plant may concentrate on the sewage inlet part of wetland, and along with sewage near the wetland downstream end, sewage deep reduces.Therefore, the top of downstream end can not be fully in order to purifying waste water, thereby the waste of disposal field takes place.
The disclosed information of background parts of the present invention only is in order to strengthen the understanding to background of the present invention, should not be considered as admitting that it is the known prior art of those of ordinary skills that these information are formed in this domestic, should not be considered as doing in any form such hint yet.
Summary of the invention
The object of the present invention is to provide a kind of artificial swamp, the advantage of this artificial swamp by realizing that sewage flows up or down and has nonrestrictive (non-limiting), improves purification efficiency.
According to one embodiment of the invention, a kind of example artificial wet land system that is used for sewage disposal comprises: a structure, described structure has sewage and flows into sewage inlet and the treated water pass through and discharge the treated water outlet of passing through, this structure comprises base plate and extends upward the sidewall of formation from bottom edge, and this baseplate molding is a plurality of steps that comprise that the downstream end from the upstream extremity at sewage inlet place to treated water outlet place reduces gradually; Extend upward and a plurality of first dividing walls of forming from a plurality of step end faces; Between adjacent first dividing wall and extend upward at least one second dividing wall of formation from the position of vertical range step end face one segment length; Be filled in the substrate medium layer (substratemedia layer) at least a portion of a plurality of steps of base plate; And be planted in plant on the substrate medium layer.
In another embodiment, the artificial swamp that is used to dispose of sewage can comprise: a structure, described structure has sewage and flows into the treated water outlet that the sewage inlet pass through and treated water discharging are passed through, this structure comprises base plate and extends upward the sidewall of formation from bottom edge, this baseplate molding is for what tilt, and base plate reduces to the downstream end that treated water exports the place gradually from the upstream extremity at sewage inlet place like this; Extend upward a plurality of first dividing walls of formation from base plate; Between adjacent first dividing wall and extend upward at least one second dividing wall of formation from the position of vertical range base plate one segment length; Cover the substrate medium layer at least a portion of base plate; And be planted in plant on the substrate medium layer.
The end face of second dividing wall can be higher than the end face of adjacent first dividing wall.
The bottom surface of second dividing wall can be lower than the end face of adjacent first dividing wall.
Gravel can cover the part that base plate is in first dividing wall outside, outer end in a plurality of first dividing walls.
The substrate medium layer can be formed by compost (culture soil).
The substrate medium layer can be formed by the porous and granular compost.
The porous and granular compost can comprise at least a in float stone, silicic acid sedimentogeneous rock (siliceoussedimentary rock) and the charcoal.
In another embodiment, artificial swamp also comprises the sewage heating unit in order to heating sewage.
The accompanying drawing summary
Accompanying drawing shows example embodiment of the present invention, and together with the description in order to explain principle of the present invention, wherein:
Fig. 1 is the vertical view of the artificial swamp of first embodiment of the invention;
Fig. 2 is the cross-sectional view along A-A line among Fig. 1;
Fig. 3 is the cross-sectional view of the artificial swamp of second embodiment of the present invention.
Embodiment
Describe one embodiment of the invention in detail hereinafter with reference to accompanying drawing.
Fig. 1 is the vertical view according to the artificial wet land system that is used for sewage disposal 100 of first embodiment of the invention, and Fig. 2 is the viewgraph of cross-section along A-A line among Fig. 1.
Sewage can be any sewage, for example effluent sewerage, the leachate of discharging from treating plant, and other any sewage.
With reference to Fig. 1 and 2, the artificial wet land system 100 of embodiment of the present invention comprises box type construction body 101, its open-top.
As illustrated in fig. 1 and 2, structure 101 comprises base plate 103 and respectively upwardly extending side plate 105a, 105b, 105c and 105d from base plate 103 edges.That is to say that four side plate 105a, 105b, 105c and 105d are centered around around the base plate 103.Therefore, structure 101 forms the box of open-top, and sees that from its top structure 101 is rectangles.Yet those of ordinary skills can understand at an easy rate, and the shape of structure 101 can be made different the change, and these changes still fall in the scope of the invention.Though the increase that is in proportion of the efficient of sewage disposal and structure 101, in order to be easy to make up and security consideration, the degree of depth of structure 101 greatly about 0.3m between the 2m.
As shown in Figure 1, be used to flow into the sewage inlet 107 of sewage and being used to and discharge each end that the treated water outlet 109 of treated water is positioned at structure 101.
As shown in Figure 2, the base plate 103 of structure 101 can be by forming to a plurality of step 103a, 103b, 103c, 103d and the 103e that the downstream end that forms treated water outlet 109 reduces gradually from the upstream extremity that forms sewage inlet 107.Because base plate 103 is made of a plurality of step 103a, 103b, 103c, 103d, the 103e that downstream end reduces gradually, so have difference of altitude h2 between the step 103a of upstream extremity and the step 103e in downstream end, sewage just relies on self potential energy downstream end motion like this.That is to say to have the same base plate 103 of stair of a plurality of step 103a, 103b, 103c, 103d, 103e by formation, sewage can be owing to the difference of altitude between the step, downstream end motion automatically.Difference of altitude h2 can be by determining that based on the calculating of different factors described factor is the permeability coefficient of the interior soil of filling of structure for example.Base plate has a plurality of steps, the difference of altitude equal distribution.
With reference to Fig. 1 and 2, form a plurality of first dividing walls and at least one second dividing wall in structure 101 internal spaces.Particularly, in the present embodiment, 111a, 111b, 111c, 111d and five first dividing walls of 111e and 113a, 113b, 113c and four second dividing walls of 113d have been formed.To those skilled in the art clearly, the quantity of first dividing wall and second dividing wall is not limited to these numerals.
The first dividing wall 111a, 111b, 111c, 111d and 111e are extended to form respectively by a plurality of step 103a, 103b, 103c, 103d, 103e end face, and the while first dividing wall 111a, 111b, 111c, 111d and 111e are across between the longitudinal side wall 105a and 105c of structure 101.Therefore, the sewage upper end downstream end motion of the first dividing wall 111a, 111b, 111c, 111d and 111e of flowing through successively.
The second dividing wall 113a, 113b, 113c and 113d are between the adjacent first dividing wall 111a, 111b, 111c, 111d and 111e, that is to say, first and second dividing walls are placed successively, and they are across forming between the longitudinal side wall 105a of structure 101 and 105c.The second dividing wall 113a, 113b, 113c and 113d are that the position of end face one segment length of step 103a, 103b, 103c, 103d, 103e from vertical range base plate 103 extends upward and forms.Thereby, between the end face of step 103a, the 103b of the bottom surface of the second dividing wall 113a, 113b, 113c and 113d and base plate 103,103c, 103d, 103e, have the slit, and sewage flows to downstream end via these slits motions.If the slit between the bottom surface of the second dividing wall 113a, 113b, 113c and 113d and the end face of base plate 103 is too wide, then effluent flow rate reduces, because the flow velocity of sewage changes because of it flows up and down, and the main-process stream of sewage also reduces, like this, because the expansion of velocity variations and sewage main-process stream is difficult to realize the raising of processing efficiency.On the other hand, if the slit between the end face of the bottom surface of the second dividing wall 113a, 113b, 113c and 113d and base plate 103 is too narrow, then sewage can not flow to the downstream end of artificial swamp unobstructedly.In the present embodiment, the slit between the second dividing wall bottom surface and the plate top surface can be set to about 10 to 50 centimetres.
As shown in Figure 2, the end face of the second dividing wall 113a, 113b, 113c and 113d is than the end face height of the adjacent first dividing wall 111a, 111b, 111c, 111d and 111e.For example, the end face of the second dividing wall 113a is than first adjacent dividing wall 111a and the end face height of 111b.Thereby, prevent that sewage from flowing through from the second dividing wall 113a, 113b, 113c and 113d.
In addition, the bottom surface of the second dividing wall 113a, 113b, 113c and 113d is lower than the end face of the adjacent first dividing wall 111a, 111b, 111c, 111d and 111e.For example, the bottom surface of the second dividing wall 113a is lower than the end face of first adjacent dividing wall 111a and 111b.
Therefore, sewage moves downward via after the first dividing wall 111a, 111b, 111c, 111d and the 111e top.Then, effluent stream is crossed the bottom surface of the second dividing wall 113a, 113b, 113c and 113d and the slit between the base plate 103, then moves upward by next first dividing wall.Thereby, when the sewage downstream end flows, move up and down along direction shown in Fig. 2 arrow.
That is to say that in the artificial wet land system 100 of foundation embodiment of the present invention, sewage is cleaned when flowing up and down.Therefore, the sewage main-process stream significantly increases, and purification efficiency significantly improves and the maximization of the internal space of artificial swamp is used to purify like this, compares the increase that has realized the unit surface processing efficiency thereby handle wetland with traditional undercurrent.
Substrate medium layer 115 is filled at least one end face of a plurality of step 103a, 103b, 103c, 103d, 103e of the base plate 103 of structure 101, and on substrate medium layer 115 at least one plant 117 of plantation.Here, compost is meant the soil that forms with for example differing materials such as microorganism and plant nutrient and mixing with soil.
Substrate medium layer 115 can be formed by compost, especially, is formed by the porous and granular compost.
The soil of manually firing (artificially fired soil) 119 that is used to improve view can be placed on substrate medium layer 115.Recycle material that the soil of manually firing 119 can be the stone of the loess (fired yellow soil) fired of waterpower ball (hydroball), granulous, about 3 to 5mm scopes, make the mixture of mud and clay stone by method for cooking etc.
The end face height of the ratio first dividing wall 111a, 111b, 111c, 111d and 111e that the soil of manually firing 119 can be placed.Therefore, the sewage that flows through the first dividing wall 111a, 111b, 111c, 111d and 111e can not be exposed to the outside, so can improve view, reduce the stink of sewage, the generation of mosquito is suppressed at minimum degree.Preferably, the soil of manually firing 119 can place 3 to 10mm thick.
Therefore, the soil 119 that the internal space of structure 101 is filled substrate medium layer 115 and manually fired, and 117 kinds of plants plant in wherein, thus formation has the artificial swamp of a plurality of plant culturing pond (vegetation tank).
On the part in the gravel buildup outer end dividing wall 111a among a plurality of first dividing wall 111a, 111b, 111c, 111d and the 111e and 111e outside in structure 101 base plates 103.As illustrated in fig. 1 and 2, form at upstream extremity, form in downstream end, in order to store the treated waters that soon discharge by outlet 109 and export pond 123 in order to the inlet pond 121 of at first storing the sewage that passes through sewage inlet 107.Because the gravel with higher porosity has all been filled in inlet pond 121 and outlet pond 123, so sewage just can more easily flow.
Because at the end face in inlet pond 121 with discharge between the position of treated water and have difference of altitude h1, so sewage can rely on self potential energy automatic stream downstream end.
Substrate medium layer 115 can be the porous and granular compost.For example, the porous and granular compost can comprise that the float stone of porous glass material, albite, amphibole and biotite etc., the charcoal that comprises the silicic acid sedimentogeneous rock of lime feldspar, crystobalite and diatomite (distomite) etc. and be generally gac constitute by mixing.At this moment, float stone, silicic acid sedimentogeneous rock and charcoal are formed size be approximately 2 to 10mm, mix mutually then.And preferably, float stone mixes with weight percent 20% to 30%, and the silicic acid sedimentogeneous rock mixes with weight percent 50% to 70%, and charcoal mixes with weight percent 10% to 20%.These compositions that form the porous and granular compost have the micro pores rate, and its proportion is approximately 1.3 to 1.8 like this, less than the proportion (in 2.5 to 2.9 scope) of normal soil, sand and gravel.In addition, because porosity is small, the porosity of porous and granular compost is approximately 45% to 60%, and this porosity is higher than the porosity (in 20% to 40% scope) of normal soil, sand and gravel far away.Because the proportion of the composition of formation porous and granular compost is less, so it is relatively little to impose on the load of structure 101, the intensity of material require that forms structure 101 like this is less, and because the weight of porous and granular compost gentlier makes the easier structure of artificial swamp.And because porosity increases, the water yield that the multipotency of artificial swamp holds also can increase significantly, and the rate of permeation of water also can increase, and total specific surface area has also increased.Thereby artificial swamp can be for providing good environment in order to the microbial growth of purifying waste water, and the ability of adsorbed ion has also increased.Therefore, total water purification efficiency significantly improves.
As shown in Figure 1, also can comprise sewage heating unit 10, the sewage that enters by sewage inlet 107 in order to heating according to the artificial wet land system 100 of embodiment of the present invention.Sewage is heated to suitable temp,, also can creates advantageous conditions for the growth of artificial wet land system plant even in the winter of cold.For example, sewage heating unit 10 can be to use the heating unit of electric energy.
Hereinafter, with reference to figure 3, explanation will make an explanation to the artificial wet land system 200 of foundation second embodiment of the invention.The vertical view of the artificial wet land system of Fig. 3 and Fig. 1 are equal to, so omitted the vertical view of the artificial wet land system of Fig. 3.
In the present embodiment, the base plate 203 of structure 201 tilts, and base plate 203 reduces to the downstream end that treated water exports 209 places gradually from the upstream extremity at sewage inlet 207 places like this.
A plurality of first dividing wall 211a, 211b, 211c, 211d and 211e are extended upward by base plate 203 in the internal space of structure 201 and form.And, a plurality of second dividing wall 213a, 213b, 213c and 213d extend upward and form from a position of the end face of vertical range base plate 203, and with reference to each all is placed between adjacent two first dividing wall 211a, 211b, 211c, 211d and the 211e among figure 3, the second dividing wall 213a, 213b, 213c and the 213d.
The soil of manually firing 219 is filled on the substrate medium layer 215.
Gravel buildup part in the outside of the outer end first dividing wall 211a and 211e among a plurality of first dividing wall 211a, 211b, 211c, 211d and the 211e on the base plate 203 of structure 201, and be formed into saliva pond 221 and outlet pond 223 thus respectively.
Artificial wet land system 200 according to embodiment of the present invention also can comprise sewage heating unit 20, in order to heat the sewage that enters by sewage inlet 207.Sewage is heated to suitable temp, even also can create advantageous conditions for the growth of artificial wet land system plant in the winter of cold.For example, sewage heating unit 20 can be to use the heating unit of electric energy.
Because the base plate 203 of structure 201 forms inclination, sewage dependence self potential energy is along arrow direction among Fig. 3.
Hereinafter, will be explained by comparing according to the characteristic of the artificial wet land system of embodiment of the present invention with the comparative example.
(contrast experiment's example 1) is according to the porous and granular compost and the husky contrast experiment of embodiment of the present invention.
Experiment is intended to contrast the porous and granular compost and the sand of embodiment of the present invention.
Sand is (wide: 1m, length: 8m, height: 1m) be filled to the 60cm degree of depth, the porous and granular compost is filled to the same degree of depth in another one hexahedron container in the hexahedron container.Gravel is filled into the entrance and exit part of each container.Plantation 150 strain yellow flags (iris pseudocorus) or marsh flag flower (swamp iris) in two containers.Test-results is as follows.
[table 1]
| BOD processing efficiency (%) | SS processing efficiency (%) | T-N processing efficiency (%) | T-P processing efficiency (%) | |
| The wetland of filling porous granular culture earth | 92.6 | 91.9 | 52.4 | 62.5 |
| Be filled with husky undercurrent and handle wetland | 80.2 | 88.5 | 28.4 | 38.3 |
1) flooding velocity: 1.5 cubic metres/day
2) average influent concentration: BOD-138.7mg/L, SS-92mg/L, T-N-68mg/L, T-P-32mg/L, BOD refers to that biochemical oxygen demand (BOD), SS refer to that suspended solids, T-N refer to that total nitrogen, T-P refer to total phosphorus content here.
As shown in table 1, the plant growth environment of any one wetland does not all have serious problems, yet, comprise that the wetland of porous and granular compost all has higher efficient in every respect.Particularly handling as aspect the efficient of nutraceutical total nitrogen T-N and total phosphorus T-P, the wetland efficient of filling with the porous and granular substratum is higher.Compare with sand, the porous and granular compost has higher porosity, therefore can hold Geng Duoshui, so sewage is long in the time that the time ratio that stops in the wetland of filling with the porous and granular compost stops in the undercurrent processing wetland with husky filling.Thereby the processing efficiency of the wetland of filling with the porous and granular compost is higher than the processing efficiency with husky wetland of filling.
(contrast experiment's example 2) handled wetland with traditional undercurrent and compared, and processing efficiency changes with change in flow.
Handle wetland with wide 2m, long 10m and high 1m structure according to the wet land system of first embodiment of the invention and traditional undercurrent, and after tested the variation of processing efficiency with flow velocity.According to embodiment of the present invention, two wetlands all use the porous and granular compost to fill.Test-results is as shown in table 2 below.
[table 2]
| Project | Sewage/treated water | Sewage water inlet flow velocity | |||
| 2m 3/ day | 5m 3/ day | 10m 3/ day | |||
| Wetland according to first embodiment of the invention | BOD(mg/L) | Sewage | 132.5 | 121.8 | 148.2 |
| Treated water | 6.8 | 9.2 | 11.6 | ||
| SS(mg/L) | Sewage | 88.3 | 72.4 | 95.6 | |
| Treated water | 5.2 | 6.8 | 8.8 | ||
| T-N(mg/L) | Sewage | 46.5 | 42.3 | 61.5 | |
| Treated water | 4.1 | 6.4 | 8.8 | ||
| T-P(mg/L) | Sewage | 18.7 | 14.4 | 20.2 | |
| Treated water | 1.2 | 0.8 | 1.4 | ||
| The tradition undercurrent is handled wetland | BOD(mg/L) | Sewage | 132.5 | 121.8 | 148.2 |
| Treated water | 7.8 | 15.8 | 22.2 | ||
| SS(mg/L) | Sewage | 88.3 | 72.4 | 95.6 | |
| Treated water | 8.6 | 10.5 | 18.8 | ||
| T-N(mg/L) | Sewage | 46.5 | 42.3 | 61.5 | |
| Treated water | 10.4 | 11.2 | 25.8 | ||
| T-P(mg/L) | Sewage | 18.7 | 14.4 | 20.2 | |
| Treated water | 2.5 | 3.5 | 4.8 | ||
As shown in table 2, sewage flooding velocity hour, the processing efficiency difference is little.Yet,, increase sharply relatively according to the processing efficiency of the wetland of first embodiment of the invention along with the increase of sewage flooding velocity.Particularly, aspect BOD and T-N, processing efficiency has very big difference, and this may be that purification does not have the redundant space of direct relation caused to water by existing on general wetland top.Therefore, handling wet land system according to the wet land system of first embodiment of the invention and traditional undercurrent compares and has very high processing efficiency.In addition, in the wet land system of foundation embodiment of the present invention, because of plant so form aerobic condition on wet land system top, and form anaerobic condition in the bottom.Thereby according to the wetland of embodiment of the present invention, nitrogen becomes nitrate nitrogen at an easy rate on wetland top, and nitrogen can be removed by denitrogenation at an easy rate in the wetland bottom.Therefore, the efficient of processing nitrogen significantly improves.That is to say that according to the present invention, be concatenated to form aerobic condition and anaerobic condition owing to sewage flows up and down repeatedly, the efficient of handling nitrogen significantly improves.Yet, to handle in the wet land system at traditional undercurrent, sewage is diagonal lines and flows from the upstream extremity to the downstream end, so aerobic condition only forms near sewage inlet, anaerobic condition only forms near the treated water outlet.
(contrast experiment's example 3) be the processing efficiency test of pretreated water
In this experiment, be supplied to artificial wet land system by the pretreated water of aerobe filter for installation according to first embodiment of the invention.Experimental result is as shown in table 3 below.
Filtration capacity in order to pretreated aerobe filter for installation approximately is 5m
3/ day.This biofilter can purify a small amount of for example nitrogen and the such nutrition of phosphorus, but this strainer can not be handled these materials effectively.Yet if handle pretreated water once more by the wet land system according to first embodiment of the invention, treated water flow velocity its BOD of size and SS are reduced to not enough 5mg/L.Especially, the average overall nitrogen concentration is less than 2mg/L, and overall phosphorus concentration is less than 1mg/L.
[table 3]
| Project | Sewage/treated water | Sewage water inlet flow velocity | |||
| 5m 3/ day | 10m 3/ day | 15m 3/ day | |||
| The aerobe filter for installation | BOD(mg/L) | Sewage | 157.2 | 135.8 | 142.4 |
| Treated water | 8.8 | 18.8 | 39.2 | ||
| SS(mg/L) | Sewage | 97.6 | 80.6 | 88.2 | |
| Treated water | 5.8 | 15.2 | 30.5 | ||
| T-N(mg/L) | Sewage | 72.4 | 48.5 | 51.7 | |
| Treated water | 58.2 | 36.4 | 44.6 | ||
| T-P(mg/L) | Sewage | 21.5 | 16.6 | 18.2 | |
| Treated water | 19.4 | 13.6 | 16.7 | ||
| Wetland according to first embodiment of the invention | BOD(mg/L) | Sewage | 8.8 | 18.8 | 39.2 |
| Treated water | 1.8 | 2.5 | 3.2 | ||
| SS(mg/L) | Sewage | 5.8 | 15.2 | 30.5 | |
| Treated water | 1.2 | 1.4 | 2.5 | ||
| T-N(mg/L) | Sewage | 58.2 | 36.4 | 44.6 | |
| Treated water | 1.4 | 1.6 | 2.5 | ||
| T-P(mg/L) | Sewage | 19.4 | 13.6 | 16.7 | |
| Treated water | 0.2 | 0.3 | 0.6 | ||
1) filtration capacity of aerobe filter for installation: 5m
3/ day
As can be known from the results of Table 3, if use together with main traditional biological filter for installation, can improve processing efficiency in order to purifying organic and suspended substance according to the wet land system of embodiment of the present invention.So, can reuse common biofilter.
Though described the present invention in conjunction with being considered to the most practical example embodiment at present, it should be understood that, the present invention is not limited to disclosed embodiment, and on the contrary, it is intended to contain the purport of institute's accessory claim and various improvement projects and the equivalent within the scope.
Because the base plate of structure forms multistage step or inclination, sewage can rely on self potential energy downstream end to flow automatically.Especially, can optimization use the internal space of wetland also plant evenly can be planted.
In addition, because first and second dividing walls are, sewage experience flowing up and down, the water purification efficiency significantly improves.Thereby, compare with traditional wetland, significantly reduce according to the wetland size of embodiment of the present invention.
In addition, by using the porous and granular compost, the overall weight of wet land system reduces and purification efficiency improves.
Also have, because the soil of manually firing is placed on the compost, sewage flows through under the soil of manually firing, so can obtain the scenery attractive in appearance of wet land system, the generation that minimizes stink and minimize mosquito.
Though described the present invention in conjunction with being considered to the most practical example embodiment at present, it should be understood that, the present invention is not limited to disclosed embodiment, and on the contrary, it is intended to contain the purport of claims and various improvement projects and the equivalent within the scope.
Claims (9)
1. artificial wet land system that is used for sewage disposal comprises:
A structure, described structure has sewage and flows into sewage inlet and the treated water pass through and discharge the treated water outlet of passing through, this structure comprises base plate and extends upward the sidewall of formation from bottom edge, and this baseplate molding is a plurality of steps that comprise that the downstream end from the upstream extremity at sewage inlet place to treated water outlet place reduces gradually;
Extend upward and a plurality of first dividing walls of forming by a plurality of step end faces;
Between adjacent first dividing wall and extend upward at least one second dividing wall of formation from the position of vertical range step end face one segment length;
Be filled in the substrate medium layer at least a portion of a plurality of steps of base plate; And
Be planted in the plant on the substrate medium layer.
2. artificial wet land system that is used for sewage disposal comprises:
A structure, described structure has sewage and flows into the treated water outlet that the sewage inlet pass through and treated water discharging are passed through, this structure comprises base plate and extends upward the sidewall of formation from bottom edge, this baseplate molding is for what tilt, and base plate reduces to the downstream end that treated water exports the place gradually from the upstream extremity at sewage inlet place like this;
Extend upward a plurality of first dividing walls that form by base plate;
Between adjacent first dividing wall and extend upward at least one second dividing wall of formation from the position of vertical range base plate one segment length;
Be filled in the substrate medium layer at least a portion of base plate step; And
Be planted in the plant on the substrate medium layer.
3. according to the artificial swamp of claim 1 or 2, it is characterized in that the end face of second dividing wall is higher than the end face of adjacent first dividing wall.
4. according to the artificial swamp of claim 1 or 2, it is characterized in that the bottom surface of second dividing wall is lower than the end face of adjacent first dividing wall.
5. according to the artificial swamp of claim 1 or 2, it is characterized in that gravel is filled on the part that base plate is in outer end first dividing wall outside in a plurality of first dividing walls.
6. according to the artificial swamp of claim 1 or 2, it is characterized in that described substrate medium layer is formed by compost.
7. according to the artificial swamp of claim 6, it is characterized in that described substrate medium layer is formed by the porous and granular compost.
8. according to the artificial swamp of claim 7, it is characterized in that described porous and granular compost comprises at least a in float stone, silicic acid sedimentogeneous rock and the charcoal.
9. according to the artificial swamp of claim 1 or 2, it is characterized in that, also comprise sewage heating unit in order to heating sewage.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020040059653A KR100459503B1 (en) | 2004-07-29 | 2004-07-29 | Constructed wetland system for sewage treatment |
| KR1020040059653 | 2004-07-29 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1727291A true CN1727291A (en) | 2006-02-01 |
| CN100497205C CN100497205C (en) | 2009-06-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB200510072375XA Active CN100497205C (en) | 2004-07-29 | 2005-05-31 | Artificial wet land system for sewage treatment |
Country Status (2)
| Country | Link |
|---|---|
| KR (1) | KR100459503B1 (en) |
| CN (1) | CN100497205C (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN100400439C (en) * | 2006-06-16 | 2008-07-09 | 宁波市科技园区德安生态城市工程有限公司 | Artificial wetland in use for processing polluted water |
| CN101182070B (en) * | 2007-12-17 | 2010-06-02 | 宁波德安生态环保工程有限公司 | Biological-ecological composite sewage water treatment tank |
| CN101693588B (en) * | 2009-10-21 | 2011-09-28 | 中国环境科学研究院 | Alternative perpendicular flow artificial wetland rural sewage courtyard type landscape treating device |
| CN103351080A (en) * | 2013-07-02 | 2013-10-16 | 贵州师范大学 | Purification method for rural domestic sewage and stepped sewage percolation purification system |
| CN106115923A (en) * | 2016-07-27 | 2016-11-16 | 周红军 | Artificial wetland combination medium |
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| KR100977996B1 (en) | 2008-03-24 | 2010-08-25 | 주식회사 에코탑 | Constructed wetland for sewage treatment |
| KR100936943B1 (en) | 2009-05-26 | 2010-01-13 | 공주대학교 산학협력단 | Prefabrication type block for constructed wetland, constructed wetland using the block, and manufacturing method of the constructed wetland |
| KR101233638B1 (en) | 2012-01-30 | 2013-02-22 | 일송환경복원 주식회사 | Method for composing artificial wet lands and artificial wet lands using the same |
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-
2004
- 2004-07-29 KR KR1020040059653A patent/KR100459503B1/en active IP Right Grant
-
2005
- 2005-05-31 CN CNB200510072375XA patent/CN100497205C/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100400439C (en) * | 2006-06-16 | 2008-07-09 | 宁波市科技园区德安生态城市工程有限公司 | Artificial wetland in use for processing polluted water |
| CN101182070B (en) * | 2007-12-17 | 2010-06-02 | 宁波德安生态环保工程有限公司 | Biological-ecological composite sewage water treatment tank |
| CN101693588B (en) * | 2009-10-21 | 2011-09-28 | 中国环境科学研究院 | Alternative perpendicular flow artificial wetland rural sewage courtyard type landscape treating device |
| CN103351080A (en) * | 2013-07-02 | 2013-10-16 | 贵州师范大学 | Purification method for rural domestic sewage and stepped sewage percolation purification system |
| CN106115923A (en) * | 2016-07-27 | 2016-11-16 | 周红军 | Artificial wetland combination medium |
| CN106115923B (en) * | 2016-07-27 | 2020-05-26 | 林小峰 | Constructed wetland combined medium |
Also Published As
| Publication number | Publication date |
|---|---|
| KR100459503B1 (en) | 2004-12-03 |
| CN100497205C (en) | 2009-06-10 |
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Address after: Republic of Korea Jiulongpo pine SEOUL Co-patentee after: South Korea agriculture and fishing village commune Patentee after: Nature and environment Address before: Republic of Korea Jiulongpo pine SEOUL Co-patentee before: Agricultural Template Community Patentee before: Nature and environment |