CN204625324U - The uniform constructed wetland device of a kind of water distribution - Google Patents

The uniform constructed wetland device of a kind of water distribution Download PDF

Info

Publication number
CN204625324U
CN204625324U CN201520332923.7U CN201520332923U CN204625324U CN 204625324 U CN204625324 U CN 204625324U CN 201520332923 U CN201520332923 U CN 201520332923U CN 204625324 U CN204625324 U CN 204625324U
Authority
CN
China
Prior art keywords
water
function
tonic chord
constructed wetland
water distribution
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201520332923.7U
Other languages
Chinese (zh)
Inventor
杨基先
赵昕悦
王立
马放
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Harbin Institute of Technology
Original Assignee
Harbin Institute of Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Harbin Institute of Technology filed Critical Harbin Institute of Technology
Priority to CN201520332923.7U priority Critical patent/CN204625324U/en
Application granted granted Critical
Publication of CN204625324U publication Critical patent/CN204625324U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

The uniform constructed wetland device of a kind of water distribution, the utility model relates to a kind of waste disposal plant, and for the waste water fluidised form solving existing artificial wet land system is uneven, the problem of the phenomenons such as short stream, channel and dead angle easily appears in artificial wet land system.Water reservoir is divided into water distribution area and function of tonic chord district by PVC tracery wall plate, multiple first traverse baffle and multiple second traverse baffle be alternately uniform setting one by one, columns base corresponding to function of tonic chord district is provided with several clearance hole, any side of water reservoir sidewall corresponding to function of tonic chord district is provided with several thief hole, on water reservoir and the lower sidewall just right with PVC tracery wall plate is provided with water outlet, function of tonic chord district is built with matrix, one end of inverted u-shaped pipe is connected with water outlet by sebific duct, the other end of inverted u-shaped pipe is connected with header tank, the overhead height of inverted u-shaped pipe is consistent with the height of the water surface, the top of inverted u-shaped pipe is provided with apical pore, adapter is connected with apical pore.The utility model is used for laboratory simulation artificial wet land system.

Description

The uniform constructed wetland device of a kind of water distribution
Technical field
The utility model relates to a kind of waste disposal plant, is specifically related to the uniform constructed wetland device of a kind of water distribution.
Background technology
Artificial swamp was widely used in the last few years as a kind of economic, efficient Sewage treatment systems, the core system of its matrix, plant, microorganism composition can realize organic synchronous removal in sewage, and pollutent realizes the high-efficient purification to pollutant effluents mainly through the absorption of absorption, precipitation, filtration, ion-exchange, plant and the Decomposition of microorganism.
In the last few years, increasing scholar selected artificial wetland simulator to carry out experimental study.But, laboratory small testing device capacity is little, flow-shape is complicated, can cause being not quite similar at the Transport And Transformation of different locus pollutents, therefore, Most scholars can using artificial swamp as a "black box", only pays close attention to the Inlet and outlet water of artificial wet land system and studies the pollutants transfer transformation rule of its inherence very less, causing the waste water fluidised form of artificial wet land system uneven, easily there is the phenomenons such as short stream, channel and dead angle in artificial wet land system.Therefore, premised on the effective water distribution uniformity in artificial swamp function of tonic chord district, the transformation rule of the spatial distribution pollutent that research artificial swamp is different has great significance.
Utility model content
The utility model is that to solve the waste water fluidised form of existing artificial wet land system uneven, and the problem of the phenomenons such as short stream, channel and dead angle easily appears in artificial wet land system, and then provides a kind of water distribution uniform constructed wetland device.
The utility model is solve the problems of the technologies described above the technical scheme taked to be:
The uniform constructed wetland device of a kind of water distribution of the present utility model comprises water reservoir, PVC tracery wall plate, matrix, sebific duct, inverted u-shaped pipe, header tank, adapter, multiple first traverse baffle and multiple second traverse baffle, PVC tracery wall plate is arranged in water reservoir, water reservoir is divided into water distribution area and function of tonic chord district by PVC tracery wall plate, PVC tracery wall plate is provided with several limbers, multiple first traverse baffle is arranged on the side inwall of length direction upper reservoir in function of tonic chord district, multiple second traverse baffle is arranged on the opposite side inwall of length direction upper reservoir in function of tonic chord district, and the alternately uniform setting one by one of multiple first traverse baffle and multiple second traverse baffle, columns base corresponding to function of tonic chord district is provided with several clearance hole, any side of water reservoir sidewall corresponding to function of tonic chord district is provided with several thief hole, on water reservoir and the lower sidewall just right with PVC tracery wall plate is provided with water outlet, function of tonic chord district is built with matrix, one end of inverted u-shaped pipe is connected with water outlet by sebific duct, the other end of inverted u-shaped pipe is connected with header tank, the overhead height of inverted u-shaped pipe is consistent with the height of the water surface, the top of inverted u-shaped pipe is provided with apical pore, adapter is connected with apical pore.
The utility model has following beneficial effect:
One, the utility model arranges multiple equally distributed multiple first traverse baffles and multiple second traverse baffle in function of tonic chord district, in order to ensure the baffling fluidised form of sewage.Due to the overhead height of inverted u-shaped pipe and the height of the water surface consistent, vertical direction regulates height and accommodating intraocular's wetland function of tonic chord district water surface elevation of inverted u-shaped pipe.Thus ensure the even fluidised form of the waste water of artificial wet land system, avoid the phenomenons such as the short stream of artificial wet land system, channel and dead angle.
Accompanying drawing explanation
Fig. 1 is the main sectional view of one-piece construction of the present utility model;
Fig. 2 is the front view of water reservoir 1;
Fig. 3 is the vertical view of Fig. 2;
Fig. 4 is the structural representation of PVC tracery wall plate 2;
Fig. 5 is the I partial enlarged drawing of Fig. 1.
Embodiment
Embodiment one: composition graphs 1 ~ Fig. 5 illustrates present embodiment, present embodiment comprises water reservoir 1, PVC tracery wall plate 2, matrix 3, sebific duct 4, inverted u-shaped pipe 5, header tank 6, adapter 13, multiple first traverse baffle 7 and multiple second traverse baffle 8, PVC tracery wall plate 2 is arranged in water reservoir 1, water reservoir 1 is divided into water distribution area 1-1 and function of tonic chord district 1-2 by PVC tracery wall plate 2, PVC tracery wall plate 2 is provided with several limbers 2-1, multiple first traverse baffle 7 is arranged on the side inwall of length direction upper reservoir 1 in function of tonic chord district 1-2, multiple second traverse baffle 8 is arranged on the opposite side inwall of length direction upper reservoir 1 in function of tonic chord district 1-2, and multiple first traverse baffle 7 and the alternately uniform setting one by one of multiple second traverse baffle 8, several clearance hole 1-3 is provided with bottom the water reservoir 1 that function of tonic chord district 1-2 is corresponding, any side of water reservoir 1 sidewall that function of tonic chord district 1-2 is corresponding is provided with several thief hole 1-5, on water reservoir 1 and the lower sidewall just right with PVC tracery wall plate 2 is provided with water outlet 1-4, function of tonic chord district 1-2 is built with matrix 3, one end of inverted u-shaped pipe 5 is connected with water outlet 1-4 by sebific duct 4, the other end of inverted u-shaped pipe 5 is connected with header tank 6, the overhead height of inverted u-shaped pipe 5 is consistent with the height of water surface M, the top of inverted u-shaped pipe 5 is provided with apical pore 5-1, adapter 13 is connected with apical pore 5-1, apical pore 5-1 can ensure that inverted u-shaped pipe 5 air pressure inside is consistent with external pressure.
Embodiment two: composition graphs 4 illustrates present embodiment, successively decreases from the bottom to top successively in the aperture of several limbers 2-1 of present embodiment.Other composition and annexation identical with embodiment one.
Embodiment three: composition graphs 4 illustrates present embodiment, the height t of the water surface M to limbers, upper end 2-1 of the PVC tracery wall plate 2 of present embodiment is 50mm.Other composition and annexation identical with embodiment two.
Embodiment four: composition graphs 1 illustrates present embodiment, the matrix 3 of present embodiment adopts small particle size gravel.Utilize small particle size gravel 3 to realize water distribution uniformity and tackle macromolecular particle thing.Other composition and annexation identical with embodiment three.
Embodiment five: composition graphs 1 illustrates present embodiment, the single particle diameter of the small particle size gravel of present embodiment is 3mm ~ 6mm.Both can effectively retain macromolecular particle thing, and matrix particle diameter can be prevented again too small and the blockage problem caused.Other composition and annexation identical with embodiment four.
Embodiment six: composition graphs 2 illustrates present embodiment, the length L of the water distribution area 1-1 of present embodiment is 20mm.Other composition and annexation and embodiment one, two, three, four or five identical.
Embodiment seven: composition graphs 2 illustrates present embodiment, several thief hole 1-5 of present embodiment are matrix arrangements.Such design can guarantee that waste water is to be measured in the sampling of Different periods different spatial.Other composition and annexation identical with embodiment six.
Embodiment eight: composition graphs 3 illustrates present embodiment, several clearance hole 1-3 of present embodiment are along the uniform setting of length direction of function of tonic chord district 1-2.Other composition and annexation identical with embodiment seven.
Embodiment nine: composition graphs 3 illustrates present embodiment, present embodiment and embodiment eight also increase to have unlike it and the first steel mesh 10, PVC tracery wall plate 2 is positioned at 1-2 side, function of tonic chord district is covered with the first steel mesh 10.First steel mesh 10 blocks at 2-1 place, limbers, the impurity in waste water can be filtered.Other composition and annexation identical with embodiment eight.
Embodiment ten: composition graphs 3 illustrates present embodiment, present embodiment and embodiment nine also increase unlike it steel wire lump 11 and the second steel mesh 12, steel wire lump 11 and the second steel mesh 12 are all arranged on the water outlet 1-4 place of function of tonic chord district 1-2, and steel wire lump 11 is positioned at function of tonic chord district 1-2, it is outside that the second steel mesh 12 is positioned at water reservoir 1.Impurity in water outlet can filter by steel wire lump 11 and the second steel mesh 12.Other composition and annexation identical with embodiment nine.
Using method of the present utility model: evenly plant the plant such as reed or calamus 9 on top, function of tonic chord district, the planting density of plant 9 is 8 strains/m 2.With peristaltic pump, pollutant effluents is evenly pumped into water distribution area 1-1, waste water enters the function of tonic chord district 1-2 filling up matrix 3 after water distribution area 1-1 water distribution uniformity by PVC tracery wall plate 2.Waste water walks around multiple first traverse baffle 7 and multiple second traverse baffle 8 (namely curve is advanced) along function of tonic chord district 1-2.Vertical ground direction moves up and down inverted u-shaped pipe 5 to different altitude mixture control water surface elevations, has not just had the height of matrix 3 blend compounds band of being advisable to fix inverted u-shaped pipe 5 position when being adjusted to the water surface.By above process and then the even Inlet and outlet water and the water distribution uniformity fluidised form that realize pollutant effluents.

Claims (10)

1. the uniform constructed wetland device of water distribution, it is characterized in that: described constructed wetland device comprises water reservoir (1), PVC tracery wall plate (2), matrix (3), sebific duct (4), inverted u-shaped pipe (5), header tank (6), adapter (13), multiple first traverse baffle (7) and multiple second traverse baffle (8), PVC tracery wall plate (2) is arranged in water reservoir (1), water reservoir (1) is divided into water distribution area (1-1) and function of tonic chord district (1-2) by PVC tracery wall plate (2), PVC tracery wall plate (2) is provided with several limbers (2-1), multiple first traverse baffle (7) is arranged on the side inwall of the interior length direction upper reservoir (1) in function of tonic chord district (1-2), multiple second traverse baffle (8) is arranged on the opposite side inwall of the interior length direction upper reservoir (1) in function of tonic chord district (1-2), and the alternately uniform setting one by one of multiple first traverse baffle (7) and multiple second traverse baffle (8), several clearance hole (1-3) is provided with bottom the water reservoir (1) that function of tonic chord district (1-2) is corresponding, any side of water reservoir (1) sidewall of function of tonic chord district (1-2) correspondence is provided with several thief hole (1-5), water reservoir (1) is upper and the lower sidewall just right with PVC tracery wall plate (2) is provided with water outlet (1-4), function of tonic chord district (1-2) is built with matrix (3), one end of inverted u-shaped pipe (5) is connected with water outlet (1-4) by sebific duct (4), the other end of inverted u-shaped pipe (5) is connected with header tank (6), the overhead height of inverted u-shaped pipe (5) is consistent with the height of the water surface (M), the top of inverted u-shaped pipe (5) is provided with apical pore (5-1), adapter (13) is connected with apical pore (5-1).
2. the uniform constructed wetland device of a kind of water distribution according to claim 1, is characterized in that: successively decrease from the bottom to top successively in the aperture of described several limbers (2-1).
3. the uniform constructed wetland device of a kind of water distribution according to claim 2, is characterized in that: the water surface (M) of described PVC tracery wall plate (2) is 50mm to the height t of limbers, upper end (2-1).
4. the uniform constructed wetland device of a kind of water distribution according to claim 3, is characterized in that: described matrix (3) adopts small particle size gravel.
5. the uniform constructed wetland device of a kind of water distribution according to claim 4, is characterized in that: the single particle diameter of described small particle size gravel is 3mm ~ 6mm.
6. the uniform constructed wetland device of a kind of water distribution according to claim 1,2,3,4 or 5, is characterized in that: the length L of described water distribution area (1-1) is 20mm.
7. the uniform constructed wetland device of a kind of water distribution according to claim 6, is characterized in that: described several thief hole (1-5) is in matrix arrangements.
8. the uniform constructed wetland device of a kind of water distribution according to claim 7, is characterized in that: described several clearance hole (1-3) is along the uniform setting of length direction of function of tonic chord district (1-2).
9. the uniform constructed wetland device of a kind of water distribution according to claim 8, it is characterized in that: described constructed wetland device also comprises the first steel mesh (10), PVC tracery wall plate (2) is positioned at function of tonic chord district (1-2) side and is covered with the first steel mesh (10).
10. the uniform constructed wetland device of a kind of water distribution according to claim 9, it is characterized in that: described constructed wetland device also comprises steel wire lump (11) and the second steel mesh (12), steel wire lump (11) and the second steel mesh (12) are all arranged on water outlet (1-4) place of function of tonic chord district (1-2), and steel wire lump (11) is positioned at function of tonic chord district (1-2), it is outside that the second steel mesh (12) is positioned at water reservoir (1).
CN201520332923.7U 2015-05-21 2015-05-21 The uniform constructed wetland device of a kind of water distribution Expired - Fee Related CN204625324U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520332923.7U CN204625324U (en) 2015-05-21 2015-05-21 The uniform constructed wetland device of a kind of water distribution

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520332923.7U CN204625324U (en) 2015-05-21 2015-05-21 The uniform constructed wetland device of a kind of water distribution

Publications (1)

Publication Number Publication Date
CN204625324U true CN204625324U (en) 2015-09-09

Family

ID=54044371

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520332923.7U Expired - Fee Related CN204625324U (en) 2015-05-21 2015-05-21 The uniform constructed wetland device of a kind of water distribution

Country Status (1)

Country Link
CN (1) CN204625324U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106277335A (en) * 2016-08-09 2017-01-04 中国十七冶集团有限公司 A kind of artificial swamp rain processing system and processing method thereof
CN111675342A (en) * 2020-05-29 2020-09-18 山东大学 Artificial wetland system is reinforceed to immobilization laccase

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106277335A (en) * 2016-08-09 2017-01-04 中国十七冶集团有限公司 A kind of artificial swamp rain processing system and processing method thereof
CN111675342A (en) * 2020-05-29 2020-09-18 山东大学 Artificial wetland system is reinforceed to immobilization laccase

Similar Documents

Publication Publication Date Title
CN105084655A (en) Iron-carbon-base artificial wetland purification system for removing florfenicol in aquaculture
CN103880193A (en) Method for treating wastewater from livestock and poultry breeding by constructing vertical flow artificial wetland based on water supply plant sludge
CN203229419U (en) Sunlight and aquatic organism coupled water purifying pool
CN201280479Y (en) Mildly polluted water in-situ treating apparatus
CN204625324U (en) The uniform constructed wetland device of a kind of water distribution
CN104402169B (en) For the anticlogging artificial swamp of strenuous primary treatment of landscape water body and river regulation
CN106396264A (en) Artificial wetland sewage treatment system capable of preventing blockage
CN203128299U (en) Sewage treatment system for novel aerating artificial wetland
CN104773898A (en) Physicochemical-artificial wetland combined process for strengthening treatment of fluorine and arsenic sewage
CN203048673U (en) Artificial wetland system for treating lead-contained wastewater
CN203639240U (en) Small town domestic sewage treatment system using composite biological constructed wetland
CN207451859U (en) A kind of integrated apparatus for sewage deep dephosphorization
CN206266391U (en) A kind of pre- anticlogging artificial marsh sewage treatment system
AU2020103890A4 (en) Method for constructing high-density planting fixed-point reoxygenation fixed ecological bed
CN204661505U (en) Wastewater Treatment in Expressway Service Center device
CN205575779U (en) Prevent wetland structure of stifled denitrogenation
CN203382566U (en) Artificial wetland hydrodynamic force research trial device
CN206705792U (en) A kind of combined type artificial wetland basin
CN204111547U (en) A kind of organic waste-water treating apparatus
CN204569663U (en) The biological reinforced drowned flow artificial wet land module of HVC
CN203874520U (en) Waste soilless cultivation nutrient solution impurity-removing and filtering device
CN204529464U (en) A kind of high efficiency composition artificial wetland module device
CN104876387A (en) Method for purifying landscape water body by use of plant-growing rods
CN213623749U (en) Landscape type artificial ecological plant filter bed
CN215798737U (en) High-load filler type wetland treatment system

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150909

Termination date: 20170521

CF01 Termination of patent right due to non-payment of annual fee