CN201770585U - Landscape type composite artificial wet land treatment device for eutrophication water bodies - Google Patents
Landscape type composite artificial wet land treatment device for eutrophication water bodies Download PDFInfo
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- CN201770585U CN201770585U CN2010202941647U CN201020294164U CN201770585U CN 201770585 U CN201770585 U CN 201770585U CN 2010202941647 U CN2010202941647 U CN 2010202941647U CN 201020294164 U CN201020294164 U CN 201020294164U CN 201770585 U CN201770585 U CN 201770585U
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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
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- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
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Abstract
The utility model discloses a landscape type composite artificial wet land treatment device for eutrophication water bodies, which mainly comprises a wet land wall, a partition wall, a water inlet and distribution ditch, surface flow and horizontal underflow artificial wet land units overlapped vertically and serially connected with each other, an intermediate mixing tank, a collecting tank, water inlet and outlet pipes and the like. The composite artificial wet land treatment device combines advantages of surface flow and horizontal underflow artificial wet lands, realizes the purpose of creating wet land landscapes while guaranteeing engineering treatment effect during treatment of the eutrophication water bodies according to different dissolved oxygen environments of the surface flow and horizontal underflow artificial wet lands, has the advantages of small occupation area, high treatment efficiency, low building cost, capability of avoiding easy blockage, fine operation stability, fine landscape effect and the like, and is easy in popularization and application.
Description
Technical field
The utility model relates to the technical field that combined artificial wetland is disposed of sewage, and is specifically related to a kind of landscape type combined artificial wetland treatment unit of eutrophication water.
Background technology
Artificial swamp is a kind of novel sewage disposal technology that grows up from the seventies in 20th century, and through the development of decades, this technology has obtained using widely gradually at aspects such as handling sanitary sewage, surface water, pollution of area source.It mainly is to utilize the comprehensive action of wetland plant, microorganism and soil (or filler) to remove pollutants in sewage, has simple structure, processing costs is low and has advantage such as landscape effect.
Artificial swamp mainly is divided into surface current artificial wetland and drowned flow artificial wet land according to the fluidised form of disposing of sewage.Wherein, current wetland comprises horizontal drowned flow artificial wet land and vertical subsurface flow wetland again.Though all kinds artificial swamp respectively has advantage, also all come with some shortcomings, exist such as the surface current artificial wetland and easily grow mosquitos and flies, the not high shortcoming of limited, the nitrated ability of soil removability; There is the easily shortcoming of obstruction, nitrated ability in horizontal drowned flow artificial wet land; There is the easily shortcoming of obstruction, construction cost height and management maintenance complexity in vertical subsurface flow wetland.
For overcoming the deficiency of single type wetland, present engineering research and application have the trend that dissimilar wetlands are combined and dispose of sewage.Chinese patent application 200510047134.X, a kind of landscape type composite under-current artificial wetland sewage treatment method, Chinese patent ZL200510047935.6, a kind of compound flow constructed wetland and application system thereof, Chinese patent ZL200610036318.0, the method of vertical current and horizontal flow integrated composite artificial wetland Treating Municipal Sewage etc. all is that vertical subsurface flow and horizontal drowned flow artificial wet land are combined in placed in-line mode, utilize aerobics different in two kinds of artificial swamps and anaerobic environment to remove pollutents such as organism and nitrogen phosphorus, what have also strengthens to strengthen removing the effect of nitrogen phosphorus matrix in addition.Chinese patent ZL200510011497.8 for another example, the treating home wastewater through artificial wetland combined vertical current with surface current method, be that vertical current constructed wetland and surface current artificial wetland are combined into composite system processing sanitary sewage, in vertical current constructed wetland, plant ornamental plant, planting aquatic plants, flowers, vegetables or cultured fishes in the surface current artificial wetland.
Above wetland combination process mainly is to be used to handle the higher sewage of organic content such as sanitary sewage, municipal effluent, and utilizes the correlative study of artificial swamp combination process processing enriched surface water body (as lake, river course, reservoir etc.) less.
Development along with society, increasing lake, river course, reservoir are because contain the sewage of a large amount of nitrogen, phosphor contaminant and entering of early-stage rainwater, make water body become eutrophication water gradually, cause the water landscape weak effect, blue-green algae " wawter bloom " is easily taken place, and the existence to aquatic animals and plants in the lake has simultaneously also caused serious threat.Traditional purifying eutrophication water body mode is that diversion is changed water, adds chemistry or microbial reagent, utilized oxygenation facility or equipment that water body is forced oxygenation etc.Wherein, diversion is changed the water measure and is needed abundance, cleans the water source as changing the water water source easily, and there are shortcomings such as the water conditioning degree is poor, pollution transportation in this kind mode simultaneously; Add that chemistry or microbial reagent exist that fund input is big, water quality easily repeatedly, secondary pollution problems arranged; Force the aeration measure to exist energy consumption big, the high deficiency of processing costs.
In addition, compare with natural wetland, artificial swamp is because the needs of processing intent, structures all adopt the mode of through engineering approaches to build, especially when some utilize the artificial swamp processing to have the surface water body of view requirement, how to improve the artificial swamp view, reduce the vestige of artificialization as far as possible, coordinating mutually with surrounding landscape, also is the problem that the artificial swamp construction should be considered.
The utility model content
At the deficiencies in the prior art, the purpose of this utility model has been to provide a kind of landscape type combined artificial wetland treatment unit of eutrophication water, this utility model purpose realizes by following technical proposals: a kind of landscape type combined artificial wetland treatment unit of eutrophication water, comprise and the outside isolated sealing wetland body of wall, be provided with water collecting basin in the wetland body of wall, the water inlet distributing flue, the surface current artificial wetland and under horizontal drowned flow artificial wet land, middle mixing pit, wherein, between water inlet distributing flue and the surface current artificial wetland, combined artificial wetland (surface current artificial wetland, the integral body that geotechnological layer of cloth between two wetland units and horizontal drowned flow artificial wet land unit are formed) with middle mixing pit, be equipped with partition wall between the water collecting basin.The wetland body of wall adopts cemented rock or brick wall, and partition wall adopts brick wall or reinforced concrete wall, and the water inlet distributing flue adopts reinforced concrete structure.The Inlet and outlet water of combined artificial wetland treatment unit passes the wetland body of wall by pipeline and realizes.Thickness was not less than 400mm when wherein, the wetland body of wall adopted cemented rock, thickness is not less than 370mm when adopting brick wall; Thickness was not less than 240mm when partition wall adopted brick wall, thickness is not less than 150mm when adopting reinforced concrete wall; Water inlet distributing flue partition wall and base plate thickness are 80～100mm.In addition, do not pass through the body of wall side leakage for guaranteeing the sewage that the utility model device is handled, brick wall adopts the cement sand plaster of thickness 15～20mm, and cemented rock adopts pointing with cement mortar in 1: 2; The entire treatment structure base need not done special antiseepage and handle, and adopts clay or undisturbed soil compacting, guarantees that permeability coefficient is not more than 10
-6Cm/s gets final product.
The integral planar size of combined artificial wetland treatment unit of the present utility model can be not less than 2: 1 in the wetland long-width ratio according to the land use situation flexible design, wetland length is no more than under the situation of 100m, can not need lattice.
The formant constructional feature of the utility model device is as follows:
Surface current artificial wetland unit: form by waterplant and plant growing layer from top to bottom on the structure.Wherein waterplant is planted the part floatingleaved plant again based on emergent and submerged plant; Wherein, emergent is lotus, calamus, a kind of or arbitrary combination in power flower, iris and the aquatic Canna generalis Bailey again; Submerged plant is a kind of or arbitrary combination in eel grass, water caltrop, waterweed and the p.malaianus; Floatingleaved plant is a kind of or arbitrary combination in water lily and the floating heart.The plant growing layer divides two-layer up and down, and the upper strata is a clay seam, lower floor be fine sand layer (fine sand layer fineness modulus 2.2～1.6, select for use III class natural sand or artificial sand all can).In addition, water inlet place of surface current wetland unit is provided with into that the water distributing flue carries out water distribution, make whole wetland bed can load evenly; The effluent adopting overflow weir water outlet of surface current artificial wetland unit can reduce the generation of its short flow phenomenon.The surface current artificial wetland unit of the utility model device is compared with conventional surface current artificial wetland unit, and structure is basic identical, and the key distinction is that the surface current artificial wetland plants in the selection of plant, mainly selects the good waterplant of appreciation effect.In addition, for entering subsequent horizontal drowned flow artificial wet land unit, bulk suspended substances such as the plant residue that prevents to pile up in surface current wetland when operation water (plant residue that the surface current wetland is not removed and periphery descend slowly and lightly fallen leaves in the wetland into etc.) result in blockage, before the terminal water outlet overflow weir of surface current wetland, be provided with Stainless Steel Cloth (grid mesh 10～30mm), and the grid slag of when operation, piling up before the regularly artificial removing grid.
Middle mixing pit: middle mixing pit is arranged on the surface current artificial wetland water side, identical with the total height of combined artificial wetland treatment unit of the present utility model, it is provided with purpose mainly is that the water outlet of surface current artificial wetland unit is mixed, and makes the water outlet of surface current artificial wetland unit further even.
Horizontal drowned flow artificial wet land unit: all fill, compare, do not have planting aquatic plants on the bed body, but confirm still have purifying water effect preferably according to correlation engineering report and utility model people's test with traditional horizontal drowned flow artificial wet land by gravel bed.
Water collecting basin: water collecting basin is arranged on the horizontal drowned flow artificial wet land water side, water collecting basin is identical with the total height of combined artificial wetland treatment unit of the present utility model, it is provided with purpose mainly is that water outlet is collected to horizontal drowned flow artificial wet land, makes the system's effluent quality and the water yield keep stable.
Advantage of the present utility model and beneficial effect are:
1, to make that surface current artificial wetland and horizontal drowned flow artificial wet land have carried out on a plane base vertical compound for the constructional feature of the utility model device, then enters lower floor's horizontal drowned flow artificial wet land after pending sewage is handled through upper surface person who lives in exile worker wetland purification earlier and carry out purifying treatment.Because the filteration of the terminal Stainless Steel Cloth that is provided with of the water purification effect of upper surface person who lives in exile worker wetland and surface current wetland, the probability that slows down greatly and effectively prevented to take place in lower floor's gravel bed water purification process to stop up, guarantee that the total system long-term stability moves efficiently.In addition, the combined artificial wetland treatment unit of taking this kind mode to form, with carry out placed in-line surface current artificial wetland in the horizontal direction, the horizontal drowned flow artificial wet land process combination is compared, take up an area of greatly to save; With slow down or prevent that the process combination that the drowned flow artificial wet land operation is stopped up from comparing by increasing water inlet pre-treatment intensity, investment is obviously saved and convenient management;
2, the utility model apparatus structure compactness, laid down cost is low, hydraulic load is high, operation stability is strong, efficiently solves the wet land system blockage problem, can improve the wetland steady running time limit, has reduced the secondary pollution problem simultaneously, and is little to surrounding environment influence;
3, in vertical direction compound of two types wetland effectively reduces the project occupation of land area, saved the engineering construction cost;
4, combined artificial wetland treatment unit of the present utility model adopts full underground type, reduced artificialization vestige, simultaneously, surface current artificial wetland's structure has been built multifarious muskeg view, has improved the Harmony of this combined artificial wetland treatment unit and surrounding landscape;
5, the horizontal drowned flow artificial wet land in the combined artificial wetland treatment unit of the present utility model since sewage on the face of land with current downflow, good heat preservation performance has reduced the influence of weather to the wetland treatment effect;
6, combined artificial wetland of the present utility model also can be used for purifying sanitary sewage and the trade effluent with certain pre-treatment measure.
Description of drawings
Fig. 1 is the floor map of the landscape type combined artificial wetland treatment unit of a kind of eutrophication water in the embodiment of the present utility model.
Fig. 2 is the diagrammatic cross-section on the landscape type combined artificial wetland treatment unit sewage disposal direction of a kind of eutrophication water of the present utility model.
Fig. 3 is the wetland in the utility model device and the diagrammatic cross-section of middle mixing pit partition wall perforate.
Description of reference numerals is as follows: 1-system water inlet pipe, the 2-distributing flue of intaking, 3-water inlet distributing flue and surface current artificial wetland's partition wall, the 4-distributing hole, the 5-waterplant, 6-surface current artificial wetland water outlet Stainless Steel Cloth, 8-surface current artificial wetland water outlet overflow weir, mixing pit in the middle of the 9-, mixing pit cover plate in the middle of the 10-, 11-wetland body of wall, mixing pit gravel bed in the middle of the 12-, the 13-rectification hole of intaking, the 14-clay seam, the 15-fine sand layer, 16-geotechnique layer of cloth, 17-horizontal drowned flow artificial wet land gravel bed, 18-wetland and water collecting basin partition wall, 19-water outlet rectification hole, the 20-water collecting basin, 21-water collecting basin gravel bed, 22-water collecting basin cover plate, 23-moves rising pipe, the 24-blow-down pipe.
Embodiment
Introduce composition structure, the principle of work and methods for using them of the utility model device in detail below in conjunction with accompanying drawing.
The landscape type combined artificial wetland treatment unit of a kind of eutrophication water of the present utility model is built pending river course, lake or reservoir bank in, and treating water is the water body of eutrophication.The utility model device has made full use of surface current and horizontal drowned flow artificial wet land advantage separately, in the purifying treatment eutrophication water, the wetland surrounding landscape has also been played the effect that promotes.
As shown in Figure 1, a kind of landscape type combined artificial wetland treatment unit of eutrophication water, comprise wetland body of wall 11 with the isolated sealing in the outside, wetland body of wall 11 end faces are than the high 0.2m of surrounding ground, be provided with water collecting basin 20 in the wetland body of wall 11, water inlet distributing flue 2, the surface current artificial wetland and under horizontal drowned flow artificial wet land and middle mixing pit 9, wherein, between water inlet distributing flue 2 and the surface current artificial wetland, combined artificial wetland (surface current artificial wetland, the integral body that geotechnological layer of cloth 16 between two wetland units and horizontal drowned flow artificial wet land unit are formed) with middle mixing pit 9, be equipped with partition wall between the water collecting basin 20.In addition, at surface current artificial wetland's end, also be provided with surface current artificial wetland's water outlet Stainless Steel Cloth 6 before surface current artificial wetland's water outlet overflow weir 8.
The Inlet and outlet water of combined artificial wetland treatment unit of the present utility model (system's water inlet pipe 1, operation rising pipe 23 and blow-down pipe 24) passes wetland body of wall 11 by pipeline and realizes, the area sum of surface current artificial wetland unit, water inlet distributing flue 2 is identical with the unitary area of horizontal drowned flow artificial wet land.
Described geotechnological layer of cloth 16 is laid two-layer, geotextile antiseepage coefficient≤1.0 * 10
-10Cm/s, individual layer geotextile thickness 1～3mm.
Described surface current artificial wetland's water outlet Stainless Steel Cloth 6 meshes 10～30mm, utilize timber to be fixed on surface current artificial wetland's plant growing layer, timber spacing 8～15m, the height of Stainless Steel Cloth are not less than surface current artificial wetland's plant growing layer and depth of water sum.
For reaching all uniform purposes of energy water distribution of surface current and horizontal drowned flow artificial wet land unit, the unitary water-in and water-out of surface current artificial wetland and horizontal drowned flow artificial wet land are equipped with water distribution, rectification facilities.
As Fig. 2, the utility model device is from looking up with the vertical side that disposes of sewage, beginning from system's water inlet, is wetland body of wall 11, water collecting basin 20, wetland and water collecting basin partition wall 18, the water inlet distributing flue 2 of an end, the wetland body of wall 11 of vertical compound surface current and horizontal drowned flow artificial wet land, wetland and middle mixing pit partition wall 7, middle mixing pit 9 and the other end up and down in the horizontal direction successively.
As follows in conjunction with Fig. 2 and the processed whole from inlet water to outlet water flow process of sewage: at first to the concrete structure and the position relationship description of above various piece, system's water inlet pipe 1 passes wetland body of wall 11, the water inlet distributing flue 2 that is arranged on surface current artificial wetland's unit water inlet place introduced pending eutrophication sewage by water collecting basin 20 and wetland and water collecting basin partition wall 18, pending sewage is by water inlet distributing flue 2, (aperture 40～80mm, adjacent two hole between centers 0.8～1.2m) flow into the surface current artificial wetland unit to distributing hole 4 through water inlet distributing flue and surface current artificial wetland's partition wall 3 bottoms again.(planting aquatic plants has lotus, water lily, eel grass and water caltrop, and planting density is respectively 2～7 strains/10m by waterplant 5 in the surface current artificial wetland unit
2, 1～4 strain/10m
2, 10～30 strains/m
2With 10～30 strains/m
2) and the plant growing layer (the plant growing layer divides two-layer up and down, the upper strata is a clay seam 14, height 0.2～0.5m, lower floor is a fine sand layer 15, height 0.1～0.3m, fineness modulus 2.2～1.6, select III class artificial sand for use) form, this unit plant growing layer height 0.3～0.8m, the depth of water 0.4～0.5m, should guarantee that simultaneously surface current wetland unit wetland body of wall wall top water surface superelevation (wall top specific surface stream wetland water surface height) is not less than 0.3m, all (height 0.6～1.0m, particle diameter are 15～25mm) fillings by horizontal drowned flow artificial wet land gravel bed 17 in the horizontal drowned flow artificial wet land unit.Combined artificial wetland (integral body that geotechnological layer of cloth 16 between surface current artificial wetland, two wetland units and horizontal drowned flow artificial wet land unit are formed) wetland body of wall total height is controlled at 1.5～2.5m.
In order to guarantee the operation of surface current artificial wetland and horizontal drowned flow artificial wet land units in series, except be provided with into water distributing flue 2 in water inlet place, mixing pit 9 in the middle of surface current artificial wetland's unit water outlet place also is provided with, horizontal drowned flow artificial wet land water outlet place is provided with water collecting basin 20, the sewage of handling through the surface current artificial wetland is through surface current artificial wetland's water outlet spillway hole 8 (square holes of wetland and middle mixing pit partition wall 7 upper ends, size 120 * 120mm, mixing pit 9 in the middle of adjacent two hole between centers 0.8～1.2m) flow into.The above height (being the surface current artificial wetland unit plant growing depth of water and the high sum of wall toplap) of water inlet distributing flue 2 and the unitary plant growing layer of surface current artificial wetland is identical, and middle mixing pit 9, water collecting basin 20 wall heights of roofs are answered specific surface to flow wetland water surface height and are not less than 0.3m.The top of mixing pit 9 and water collecting basin 20 all is added with cover plate simultaneously, mixing pit cover plate 10 and water collecting basin cover plate 22 in the middle of being respectively, (height 0.6～the 1.0m of mixing pit gravel bed 12 in the middle of laying respectively at the bottom of the pond, particle diameter 25～50mm) and water collecting basin gravel bed 21 (height 0.6～1.0m, particle diameter 25～50mm), sewage is after middle mixing pit 9 is further handled, water inlet rectification hole 13 (square holes by wetland and middle mixing pit partition wall 7 lower ends, size 240 * 240mm, adjacent two hole between centers 1.6～2.4m) flow into horizontal drowned flow artificial wet land gravel bed 17, and then by being arranged on the water outlet rectification hole 19 (square holes of wetland and water collecting basin partition wall 18 lower ends, size 240 * 240mm, adjacent two hole between centers 1.6～2.4m) flow into water collecting basin 20, after the water collecting basin gravel bed 21 of water collecting basin 20 bottoms purifies, the water discharge device after will handling by the operation rising pipe 23 that is connected with water collecting basin 20 at last.
In above technical scheme, except that distributing hole 4 was pre-buried plastics circular hole water distribution, other overflows and rectification hole were the square opening of reserving in the body of wall.Water inlet distributing flue, wetland identical with water collecting basin partition wall 18 length with surface current artificial wetland's partition wall 3 and wetland and middle mixing pit partition wall 7 length are not less than the into length of water distributing flue 2.Distributing hole 4, water inlet rectification hole 13, water outlet rectification hole 19 perforate quantity determine according to the length of partition wall, on surface current artificial wetland's partition wall 3, wetland and water collecting basin partition wall 18 and wetland and middle mixing pit partition wall 7 with the full section perforate of current vertical direction.The perforate relation of wetland and middle mixing pit partition wall 7, surface current artificial wetland's water outlet overflow weir 8 and water inlet rectification hole 13 as shown in Figure 3, the adjacent two hole between centers of surface current artificial wetland's water outlet overflow weir 8 for the adjacent two hole between centers of water inlet rectification hole 13 half.Water inlet rectification hole 13 is identical with water outlet rectification hole 19 bore size and remain on sustained height.
Inlet and outlet water in the utility model device all adopts pipeline: system's water inlet pipe 1 (caliber DN100～DN200, the PVC-U pipe, pipe end absolute altitude is higher than into that water distributing flue 2 water surface absolute altitudes are not less than 0.1m, passes wetland body of wall 11, water collecting basin 20 and wetland and water collecting basin partition wall 18 and enters into water distributing flue 2; Rising pipe has operation rising pipe 23 (pipe end absolute altitude is lower than water collecting basin water surface absolute altitude and is not more than 0.3m for caliber DN200～DN300, PVC-U pipe) and blow-down pipe 24 (pipelining is at the bottom of water collecting basin for caliber DN300～DN500, PVC-U pipe).Wherein, the rising pipe when operation rising pipe 23 normally moves for combined artificial wetland of the present utility model, 24 of blow-down pipes are opened when Maintenance and Repair, and operation rising pipe 23 all passes wetland body of wall 11 with blow-down pipe 24 and links to each other with water collecting basin 20.
When combined artificial wetland treatment unit of the present utility model moves, the sewage of eutrophication is intake distributing flue 2 (as if conditions permit by submersible pump by 1 suction of system's water inlet pipe, also can make pending water body gravity flow enter into water distributing flue 2), behind distributing hole 4 water distribution uniformities, enter the surface current artificial wetland unit.Because the comprehensive action of unitary plant growing layer of surface current artificial wetland and waterplant 5, the suspended substance major part in the sewage is trapped, adsorbs; Simultaneously, because the surface current artificial wetland has reoxygenation ability preferably, a part of organism is absorbed by microorganism and root system of plant, and by microorganism and plant absorbing, a part then is removed by the nitrification and denitrification effect as nutritive substance for a part of N, P.Mixing pit 9 in the middle of sewage after the rough purification of surface current artificial wetland unit flows into by surface current artificial wetland's water outlet overflow weir 8 flows into the horizontal drowned flow artificial wet land unit by middle mixing pit gravel bed 12 by water inlet rectification hole 13.Behind the system stability, 17 surface growths of horizontal drowned flow artificial wet land gravel bed a large amount of microorganisms, and formed microbial film, solid substance is stopped by gravel filling and holding back, thereby organism is further removed by the microbial film absorption degradation, and the N in the sewage, P also further purify owing to action of microorganisms.Sewage behind the horizontal drowned flow artificial wet land purification unit flows into water collecting basin 20 by water outlet rectification hole 19, is discharged by operation rising pipe 23 behind water collecting basin gravel bed 21.
The utility model device is applied to city, Wuhan City one eutrophic lake purification of water quality treatment project, day processing water yield 3000m
3Its orthographic plan is seen Fig. 1.
Design variable:
Floor space: 2960m
2(wetland is formed by the original lotus pond transformation of ait, be shaped as irregular crescent), divide two-layer up and down, lattice not, wetland body of wall 11 is the cemented rock structure, water inlet distributing flue 2 and surface current artificial wetland's partition wall 3, wetland and middle mixing pit partition wall 7 and wetland and water collecting basin partition wall 18 all adopt the brick structure finishing cement, and water inlet distributing flue 2 is a reinforced concrete structure.
Water inlet distributing flue 2: channel clear span 300mm, depth of water 0.3m, the diameter 40～80mm of distributing hole 4, the long 40m of water inlet distributing flue, distributing hole 4 is provided with 39, all is located at the into bottom of water distributing flue 2, the equidistant arrangement, the hole between centers of adjacent distributing hole is 1m.
The surface current artificial wetland unit: total depth 1.1m, wherein, depth of water 0.4m, pond body water surface superelevation 0.3m, clay seam 14, fine sand layer 15 thickness are respectively 300mm, 100mm, and the waterplant 5 of plantation has lotus, water lily, eel grass and water caltrop, and planting density is respectively 3 strains/10m
2, 2 strains/10m
2, 15 strains/m
2, 15 strains/m
2Surface current artificial wetland's water outlet overflow weir 8 adopts square hole, size 120 * 120mm, adjacent two hole between centers 1000mm.
Surface current artificial wetland's water outlet Stainless Steel Cloth 6: its two ends link to each other with wetland body of wall 11, and mesh 15mm utilizes four timbers to be fixed on surface current artificial wetland's clay seam 14 bottoms, and it is 1.0m highly, and long is 45m.
Geotechnique's layer of cloth 16: geotechnological layer of cloth is laid two-layer, geotextile antiseepage coefficient≤1.0 * 10
-10Cm/s, thickness in monolayer 1～3mm.
Middle mixing pit 9: total depth 1.9m, clear span 800mm, the middle mixing pit cover plate 10 of adding a cover on the top is the plastics grid plate, middle mixing pit gravel bed 12 thickness that lay the bottom are 800mm, particle diameter 25～50mm.
The horizontal drowned flow artificial wet land unit: total depth 0.8m, horizontal drowned flow artificial wet land gravel bed 17 thick 800mm, the gravel particle diameter is 15～25mm.The water inlet rectification hole 13 and the water outlet rectification hole 19 of horizontal drowned flow artificial wet land are square hole, and size is 240 * 240mm, and adjacent two hole between centers are 2000mm.
Water collecting basin 20: total depth 1.9m, clear span 800mm, the water collecting basin cover plate 22 of adding a cover on the top is the plastics grid plate, the thickness of the water collecting basin gravel bed 21 that lay the bottom is 800mm, particle diameter 25～50mm.
Inlet and outlet pipe lines: all adopt the PVC-U pipe, system's water inlet pipe 1 is that DN100, operation rising pipe 23 are DN300 for DN200, blow-down pipe 24.
Operation scheme: operation continuously, hydraulic detention time is 23h.
This combined artificial wetland treatment unit operation is after 2 years, and treatment effect is as shown in table 1.
Table 1 combined artificial wetland treatment unit water quality operation conditions contrast table (annual)
| Water quality | pH | COD cr | COD Mn | BOD 5 | NH 3-N | TN | TP | SS |
| Water inlet | 8.1 | 85.0 | 20.3 | 7.9 | 3.5 | 5.9 | 0.41 | 43.0 |
| Water outlet | 8.0 | 29.3 | 6.5 | 3.8 | 1.8 | 2.0 | 0.19 | 4.0 |
On this lake center island, also have place's side direction horizontal drowned flow artificial wet land in addition, this wetland and combined artificial wetland device of the present utility model parallel running, day processing water yield is identical, is 3000m
3/ d, this wetland main technical details is:
Floor space 2100m
2(being shaped as irregular fan-shaped) divides 3 lattice parallel runnings, and every lattice plantation plant is respectively Canna generalis Bailey, power is spent and cattail again.Filler is a gravel, total thickness 700mm.
This side direction horizontal drowned flow artificial wet land steady running is after 2 years, and its annual water-in and water-out water quality and combined artificial wetland of the present utility model contrast situation are as shown in table 2.
Table 2 the utility model combined artificial wetland and side direction drowned flow artificial wet land Inlet and outlet water water quality contrast table look-up
And, operation is after 2 years continuously, the initial high 0.12m of harmony of side direction drowned flow artificial wet land water-in water level (account for the water-in depth of water 15%), the water outlet flow reduces 10% more at first, the high 0.03m of combined artificial wetland treatment unit water-in water level harmony of the present utility model (account for the water-in depth of water 4%), the water outlet flow increases by 10% more at first.Illustrate that operation is after 2 years continuously, latch up phenomenon has to a certain degree appearred in side direction drowned flow artificial wet land, and combined artificial wetland treatment unit of the present utility model is still as before unobstructed, does not have the sign of obstruction.
Claims (9)
1. the landscape type combined artificial wetland treatment unit of an eutrophication water, it is characterized in that: comprise wetland body of wall (11) with the isolated sealing in the outside, be located at water collecting basin (20) in the wetland body of wall (11), water inlet distributing flue (2), superpose placed in-line surface current artificial wetland and horizontal drowned flow artificial wet land, middle mixing pit (9) and the inlet and outlet pipe lines that passes the wetland body of wall (11) of water collecting basin (20) one sides up and down;
Described inlet and outlet pipe lines has system's water inlet pipe (1), operation rising pipe (23) and blow-down pipe (24), wherein system's water inlet pipe (1) passes wetland body of wall (11), water collecting basin (20) links to each other with water inlet distributing flue (2) with water collecting basin partition wall (18) with wetland, and operation rising pipe (23) all passes wetland body of wall (11) with blow-down pipe (24) and links to each other with water collecting basin (20);
Link to each other with surface current artificial wetland's partition wall (3) by the water inlet distributing flue between described water inlet distributing flue (2) and the surface current artificial wetland;
Described superpose up and down placed in-line surface current artificial wetland and horizontal drowned flow artificial wet land whole with middle mixing pit (9), water collecting basin (20) between link to each other with water collecting basin partition wall (18) with middle mixing pit partition wall (7), wetland by wetland respectively;
Link to each other by geotechnological layer of cloth (16) between described surface current artificial wetland and the horizontal drowned flow artificial wet land.
2. the landscape type combined artificial wetland treatment unit of a kind of eutrophication water according to claim 1, it is characterized in that: described surface current artificial wetland is made up of waterplant (5) and plant growing layer, waterplant (5) is based on emergent and submerged plant, plant the part floatingleaved plant again, described plant growing layer divides two-layer up and down, the upper strata is clay seam (14), and lower floor is fine sand layer (15).
3. the landscape type combined artificial wetland treatment unit of a kind of eutrophication water according to claim 1 is characterized in that: mixing pit gravel bed (12) and water collecting basin gravel bed (21) in the middle of the bottom of mixing pit (9) and water collecting basin (20) is equipped with respectively in the middle of described.
4. the landscape type combined artificial wetland treatment unit of a kind of eutrophication water according to claim 1, it is characterized in that: described horizontal drowned flow artificial wet land is all filled by horizontal drowned flow artificial wet land gravel bed (17).
5. the landscape type combined artificial wetland treatment unit of a kind of eutrophication water according to claim 2 is characterized in that: described emergent is lotus, calamus, a kind of or arbitrary combination in power flower, iris and the aquatic Canna generalis Bailey again; Submerged plant is a kind of or arbitrary combination in eel grass, water caltrop, waterweed and the p.malaianus; Floatingleaved plant is a kind of or arbitrary combination in water lily and the floating heart.
6. according to the landscape type combined artificial wetland treatment unit of arbitrary described a kind of eutrophication water among the claim 1-5, it is characterized in that: described water inlet distributing flue and surface current artificial wetland's partition wall (3) bottom are provided with distributing hole (4).
7. according to the landscape type combined artificial wetland treatment unit of arbitrary described a kind of eutrophication water among the claim 1-5, it is characterized in that: the upper end of described wetland and middle mixing pit partition wall (7) is provided with surface current artificial wetland's water outlet overflow weir (8), is provided with surface current artificial wetland's water outlet Stainless Steel Cloth (6) before at surface current artificial wetland's water outlet overflow weir (8) of described surface current artificial wetland's end.
8. according to the landscape type combined artificial wetland treatment unit of arbitrary described a kind of eutrophication water among the claim 1-5, it is characterized in that: the bottom of described wetland and middle mixing pit partition wall (7) and wetland and water collecting basin partition wall (18) is respectively equipped with the water inlet rectification hole (13) and the water outlet rectification hole (19) of horizontal drowned flow artificial wet land.
9. according to the landscape type combined artificial wetland treatment unit of arbitrary described a kind of eutrophication water among the claim 1-5, it is characterized in that: described wetland body of wall (11) adopts cemented rock or brick wall;
Described water inlet distributing flue and surface current artificial wetland's partition wall (3), wetland and middle mixing pit partition wall (7) and wetland and water collecting basin partition wall (18) all adopt brick wall or reinforced concrete wall;
Described water inlet distributing flue (2) adopts reinforced concrete structure.
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| CN2010202941647U CN201770585U (en) | 2010-08-13 | 2010-08-13 | Landscape type composite artificial wet land treatment device for eutrophication water bodies |
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| CN2010202941647U CN201770585U (en) | 2010-08-13 | 2010-08-13 | Landscape type composite artificial wet land treatment device for eutrophication water bodies |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN101955297A (en) * | 2010-08-13 | 2011-01-26 | 武汉中科水生环境工程有限公司 | Landscape-type composite artificial wetland treatment device for eutrophication water body and application thereof |
| CN102603074A (en) * | 2012-03-26 | 2012-07-25 | 哈尔滨工业大学宜兴环保研究院 | Double-layer subsurface-flow constructed wetland system used for sewage treatment in medium and small towns of cold areas and operation method thereof |
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2010
- 2010-08-13 CN CN2010202941647U patent/CN201770585U/en not_active Expired - Lifetime
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN101955297A (en) * | 2010-08-13 | 2011-01-26 | 武汉中科水生环境工程有限公司 | Landscape-type composite artificial wetland treatment device for eutrophication water body and application thereof |
| CN102603074A (en) * | 2012-03-26 | 2012-07-25 | 哈尔滨工业大学宜兴环保研究院 | Double-layer subsurface-flow constructed wetland system used for sewage treatment in medium and small towns of cold areas and operation method thereof |
| CN103420544A (en) * | 2013-08-14 | 2013-12-04 | 广西大学 | In-situ water repair method for clean aquaculture |
| CN103535259A (en) * | 2013-10-22 | 2014-01-29 | 重庆示展科技发展中心 | Organic-soil pinellia ternate planting farm |
| CN103535259B (en) * | 2013-10-22 | 2016-08-17 | 重庆示展科技发展中心 | The farm of the Organic substance soil plantation Rhizoma Pinelliae |
| CN107859140A (en) * | 2017-12-01 | 2018-03-30 | 苏州园林设计院有限公司 | A kind of landscape pond regulated and stored automatically and operating method with sponge function |
| CN107859140B (en) * | 2017-12-01 | 2024-04-19 | 苏州园林设计院股份有限公司 | Automatic regulation landscape pool with sponge function and operation method |
| CN111018252A (en) * | 2019-12-27 | 2020-04-17 | 中煤紫光湖北环保科技有限公司 | A multifunctional composite constructed wetland sewage treatment system |
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