CN205712410U - A kind of drainage system of artificial swamp - Google Patents

A kind of drainage system of artificial swamp Download PDF

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Publication number
CN205712410U
CN205712410U CN201620653636.0U CN201620653636U CN205712410U CN 205712410 U CN205712410 U CN 205712410U CN 201620653636 U CN201620653636 U CN 201620653636U CN 205712410 U CN205712410 U CN 205712410U
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CN
China
Prior art keywords
row water
pipe
drain pipe
water pipe
pond
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Expired - Fee Related
Application number
CN201620653636.0U
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Chinese (zh)
Inventor
金海�
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Nanjing Garden Construction Corp
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Nanjing Garden Construction Corp
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Priority to CN201620653636.0U priority Critical patent/CN205712410U/en
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Publication of CN205712410U publication Critical patent/CN205712410U/en
Expired - Fee Related legal-status Critical Current
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    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • 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

nullThe utility model discloses the drainage system of a kind of artificial swamp,Belong to a kind of artificial swamp field,Aim to provide the drainage system of a kind of artificial swamp,Have and make the water of Constructed Wetland For Purifying discharge the advantage improving detergent power in time,The drainage system of a kind of artificial swamp of its drip irrigation device,Including the some first row water pipes being arranged at the bottom of the pond in wetland pond,First row water pipe is arranged on the pond bottom perimeter in wetland pond and is interconnected,Some first limbers are offered on the tube wall of first row water pipe,The tube wall of the most described first row water pipe is provided with upwardly extending 3rd drain pipe,3rd drain pipe and first row cross current,Set up between the most described 3rd drain pipe and have second row water pipe,Some second limbers are offered on the tube wall of second row water pipe,Second row water pipe and the connection of the 3rd drain pipe,Second row water pipe one end is closed,The other end is provided with the 4th drain pipe extended to outside wetland pond.

Description

A kind of drainage system of artificial swamp
Technical field
This utility model relates to a kind of artificial swamp, particularly to the drainage system of a kind of artificial swamp.
Background technology
Artificial swamp is by the ground similar with marshland manually built with control operation, and sewage, mud are had control Dosing on the artificial wetland built, sewage and mud, during flowing in a certain direction, mainly utilize soil, people Work medium, plant, the physics of microorganism, chemistry, biological triple synergism, a kind of technology that sewage, mud are processed. Its mechanism of action includes adsorbing, is detained, filters, oxidoreduction, precipitation, microbial decomposition, conversion, plant is covered, residue amasss Tired, water transpiration and Nutrient Absorption and the effect of all kinds of animal.Artificial swamp is a comprehensive ecosystem, and it applies ecology Intergrowth of species, material principle of recycling and regeneration in system, structure and orthofunction principle, follow promoting that Pollutants in Wastewater matter is optimum On the premise of ring, give full play to the productive potentialities of resource, prevent the recontamination of environment, it is thus achieved that sewage disposal is optimal with resource Benefit.
The Chinese patent of Publication No. CN204058073U discloses a kind of vertical subsurface flow wetland structure, including distribution At the exterior wall of surrounding with by exterior wall encirclement, the coarse sands layer being from top to bottom sequentially distributed, little gravel layer, boulderet rock layers, big gravel Rock layers, is equipped with one layer of LDPE lining bottom described large gravel bed;Described vertical subsurface flow wetland structure also includes that many lead to Water pipe, described water service pipe crosses coarse sands layer, little gravel layer, boulderet rock layers and large gravel bed, and described large gravel bed is provided with a draining Pipe, described many water service pipes are connected with described drain pipe;Described coarse sands layer, little gravel layer, boulderet rock layers and large gravel bed are equal The gradient according to 1% is arranged;The thickness of described coarse sands layer, little gravel layer, boulderet rock layers and large gravel bed meets 1:3:2:3.This is real Both ensured the good living environment of plant by novel vertical subsurface flow wetland structure, in turn ensure that the undercurrent of vertical direction was suitable Smooth circulation.When sewage flows to lower floor from the upper strata of wetland, need to discharge through drain pipe, but the drain pipe of this utility model It is arranged on the side of wetland and closes on drain pipe import department and be provided with ratchel, therefore through the water that purifies due to the water outlet of drain pipe Mouth less and can not be discharged timely by the stop of ratchel, affects the detergent power that wetland is overall.
Utility model content
The purpose of this utility model is to provide the drainage system of a kind of artificial swamp, have make Constructed Wetland For Purifying water and Time discharge with improve detergent power advantage.
Above-mentioned technical purpose of the present utility model has the technical scheme that the row of a kind of artificial swamp Water system, including the some first row water pipes being arranged at the bottom of the pond in wetland pond, described first row water pipe is arranged on the pond in wetland pond Bottom perimeter and being interconnected, the tube wall of described first row water pipe offers some first limbers, the most described first draining The tube wall of pipe is provided with upwardly extending 3rd drain pipe, described 3rd drain pipe and first row cross current, and the most described the Set up between three drain pipies and have second row water pipe, the tube wall of described second row water pipe offers some second limbers, described Second row water pipe and the connection of the 3rd drain pipe, the closing of described second row water pipe one end, the other end is provided with and extends to outside wetland pond 4th drain pipe.
By use technique scheme, sewage during the upper strata from artificial swamp pond flows to lower floor by gradually Purify, need to discharge after the Water warfare of artificial swamp bottom at the bottom of pond, owing to second row water pipe is erected at by the 3rd drain pipe On first row water pipe, the second limbers that therefore water first passes through on second row water pipe enters in second row water pipe, then flows to Water bottom wetland pond enters in first row water pipe by the first limbers, one end of the 3rd drain pipe and first row cross current The other end and second row cross current, enter second row water pipe hence into the water in first row water pipe by the 3rd drain pipe, Be provided with the 4th drain pipe extended to outside wetland pond in one end of second row water pipe, the other end is closed, it is simple in second row water pipe The discharge of water, the setting of first row water pipe and second row water pipe increases the expulsion efficiency of the water after purification, it is simple on wetland pond Layer water continue flow down, the setting of multiple first limbers and the second limbers increase purify water inflow first row water pipe and The speed of second row water pipe, improves the purification efficiency in wetland pond.
This utility model is further arranged to: be provided with storage cylinder of water between adjacent described first row water pipe.
By using technique scheme, the setting of storage cylinder of water is easy in the case of the water excess in wetland pond, will purify After water enter accumulation in storage cylinder of water by first row water pipe, both ensure that the proper drainage of the 4th drain pipe also ensure that wetland The discharge purifying water in pond, it is ensured that the entrance of the follow-up water in wetland pond.
This utility model is further arranged to: described first row water pipe is provided with the 5th draining extended to outside wetland pond Pipe.
By using technique scheme, the setting of the 5th drain pipe purifies the expulsion efficiency of water in increasing wetland pond, Further increase the flowing velocity of wetland pool inner water, it is ensured that going successively to of follow-up sewage.
This utility model is further arranged to: described first limbers and the second limbers are provided with drainage screen.
By using technique scheme, containing impurity in the water bottom wetland pond, lead in the first limbers and second Water hole is provided with drainage screen, and drainage screen avoids the impurity in water to be blocked in the first limbers and the second limbers, it is ensured that wetland pond The outflow of interior water reduces the impurity in water simultaneously, plays the effect crossing drainage further.
This utility model is further arranged to: the caliber of described 4th drain pipe from the position being connected with second row water pipe to Direction away from second row water pipe is gradually increased.
By using technique scheme, the caliber of the 4th drain pipe from the position being connected with second row water pipe to away from the The direction of two drain pipies is gradually increased, and then increases the water yield of the 4th drain pipe, accelerates the row of the pond bottom water in wetland pond Go out speed.
This utility model is further arranged to: be provided with some supports between at the bottom of the pond in described second row water pipe and wetland pond Bar.
By using technique scheme, between support bar is arranged at the bottom of the pond in second row water pipe and wetland pond, play The effect of support second row water pipe, it is to avoid second row water pipe is because being deformed by managing the gravity of interior water, it is ensured that second row water pipe is just Often water delivery.
This utility model is further arranged to: be respectively equipped with and the 4th drain pipe and the 5th row on the pool wall in described wetland pond The pressure-resisting plate that water pipe coordinates.
Discharge by using technique scheme, the 4th drain pipe and the 5th drain pipe to be used for the water at the bottom of pond, wetland pond, Being respectively equipped with the pressure-resisting plate coordinated with the 4th drain pipe and the 5th drain pipe on the pool wall in wetland pond, pressure-resisting plate is to the 4th draining Pipe and the 5th drain pipe are played a supporting role, it is to avoid the 4th drain pipe and the 5th drain pipe are subject to manage interior water during water delivery Gravity and be gradually embedded in the pool wall in wetland pond.
This utility model is further arranged to: described first row water pipe, second row water pipe, the 3rd drain pipe, the 4th draining Pipe and the 5th drain pipe outer wall are coated with anticorrosive coat.
By use technique scheme, first row water pipe, second row water pipe, the 3rd drain pipe, the 4th drain pipe and 5th drain pipe outer wall is coated with anticorrosive coat, protects first row water pipe, second row water pipe, the 3rd drain pipe, the 4th drain pipe Do not corroded by water with the 5th drain pipe, and then increased first row water pipe, second row water pipe, the 3rd drain pipe, the 4th draining Pipe and the use intensity of the 5th drain pipe, increase the service life, it is ensured that the conveying of water.
This utility model is further arranged to: described first row water pipe, second row water pipe, the 3rd drain pipe, the 4th draining Pipe and the 5th drain pipe inwall are coated with FBE.
By use technique scheme, first row water pipe, second row water pipe, the 3rd drain pipe, the 4th drain pipe and 5th drain pipe inwall is coated with FBE, reduce first row water pipe, second row water pipe, the 3rd drain pipe, the 4th Eaten into attached by microorganisms such as the first shellfish in sewage, mushrooms in drain pipe and the 5th drain pipe, improve and make the life-span, reduce water at pipe simultaneously The conveying of the resistance in road, beneficially water.
This utility model is further arranged to: the outlet of described 4th drain pipe and the 5th drain pipe is respectively connected with and draws water Pump.
By using technique scheme, the use of suction pump accelerates the stream of water in the 4th drain pipe and the 5th drain pipe Dynamic so that the water in wetland pond quickly flows out at the bottom of the pond in wetland pond, it is difficult to when avoiding the pond bottom water in wetland pond less from the simultaneously The shortcoming discharged in four drain pipies and the 5th drain pipe.
In sum, what this utility model had the advantages that first row water pipe and second row water pipe arranges increase The transporting velocity of wetland pool inner water, the 3rd drain pipe makes first row water pipe and second row water pipe be in the Bu Tong high of wetland pond Degree position, and then wetland pool inner water will be made to discharge as early as possible, the 4th drain pipe and the 5th drain pipe add wetland pool inner water The velocity of discharge.
Accompanying drawing explanation
Fig. 1 is the structural representation of embodiment 1;
Fig. 2 is the structural representation of the drainage screen for embodying on first row water pipe in the first limbers of embodiment 1;
Fig. 3 be embodiment 1 for embodying anticorrosive coat and the structural representation of FBE on second row water pipe;
Fig. 4 is the structural representation of embodiment 2;
Fig. 5 is the structural representation of embodiment 3.
In figure, 1, wetland pond;11, first row water pipe;111, the first limbers;112, drainage screen;12, the 3rd drain pipe; 13, second row water pipe;131, the second limbers;132, support bar;133, pressure-resisting plate;134, anticorrosive coat;135, epoxy powder is coated with Layer;136, suction pump;14, the 4th drain pipe;15, storage cylinder of water;16, the 5th drain pipe.
Detailed description of the invention
Below in conjunction with accompanying drawing, this utility model is described in further detail.The most identical parts are with identical accompanying drawing Labelling represents.It should be noted that the word "front", "rear" used in describing below, "left", "right", "up" and "down" refer to Being the direction in accompanying drawing, word " bottom surface " and " end face ", " interior " and " outward " refer respectively to towards or away from particular elements geometry The direction at center.
Embodiment 1: the drainage system of a kind of artificial swamp, lays phase with reference to Fig. 1, first the pond bottom perimeter in wetland pond 1 Intercommunicated first row water pipe 11, first row water pipe 11 contacts at the bottom of the pond in wetland pond 1, and on the tube wall of first row water pipe 11 Offer some first limbers 111, axially arranged, on the first limbers 111 along first row water pipe 11 of the first limbers 111 It is provided with drainage screen 112(as shown in Figure 2), it is to avoid the first limbers 111 is blocked by the impurity in water, at relative first row water pipe The tube wall of 11 is provided with upwardly extending 3rd drain pipe 12, and the 3rd relative drain pipe 12 is added is provided with second row water pipe 13, The tube wall of second row water pipe 13 offers some second limbers 131 vertically, second as the first limbers 111 Limbers 131 is provided with identical drainage screen 112, and one end of the 3rd drain pipe 12 connects with first row water pipe 11, the other end with Second row water pipe 13 connects, and is closed one end of second row water pipe 13, and the other end is provided with the 4th draining extended to outside wetland pond 1 Pipe 14, the caliber of the 4th drain pipe 14 is from the position being connected with second row water pipe 13 to the direction away from second row water pipe 13 gradually Increase, and then increase the water yield of the 4th drain pipe 14, accelerate the velocity of discharge of the pond bottom water in wetland pond 1, at first row Water pipe 11 is provided with the 5th drain pipe 16 extended to outside wetland pond 1, purifies the expulsion efficiency of water, enter in increasing wetland pond 1 One step increases the flowing velocity of water in wetland pond 1.
Additionally, as it is shown on figure 3, at first row water pipe 11, second row water pipe the 13, the 3rd drain pipe the 12, the 4th drain pipe 14 It is coated with anticorrosive coat 134 with the 5th drain pipe 16 outer wall, it is ensured that not corroded by water of pipeline, increases the service life, One drain pipe 11, second row water pipe the 13, the 3rd drain pipe the 12, the 4th drain pipe 14 and the 5th drain pipe 16 inwall are coated with ring Oxygen powder coating 135, reduces first row water pipe 11, second row water pipe the 13, the 3rd drain pipe the 12, the 4th drain pipe 14 and the 5th row Eaten into attached by microorganisms such as the first shellfish in sewage, mushrooms in water pipe 16, improve and make the life-span, reduce water resistance in pipeline simultaneously, It is beneficial to the conveying of water.
Specific operation process: sewage is passed through at the bottom of the pond flowing to wetland pond 1 after wetland pond 1 purifies, along with the pond in wetland pond 1 The water at the end progresses into, and pours the second limbers 131 that the water on second row water pipe 13 first passes through on second row water pipe 13 and enters Entering second row water pipe 13 internal, when water passes through the drainage screen 112 on the second limbers 131, impurity is blocked in drainage screen 112 On, purify the water in wetland pond 1 further, when the water at the bottom of the pond in wetland pond 1 is gradually accumulated, water passes through the first limbers 111 enter first row water pipe 11 inside, during until first row water pipe 11 and second row water pipe 13 are flooded by water at the bottom of pond completely, water By the draining simultaneously of first row water pipe 11 and second row water pipe 13, increase the efficiency of draining, enter first row water pipe 11 and the Water in two drain pipies 13 flows along with first row water pipe 11 and second row water pipe 13, until by the 4th drain pipe 14 and the 5th Drain pipe 16 flows to outside wetland pond 1.
Embodiment 2: the drainage system of a kind of artificial swamp, is with the difference of embodiment 1, with reference to Fig. 4, second Evenly spaced between at the bottom of the pond in drain pipe 13 and wetland pond 1 it is provided with some support bars 132, second row water pipe 13 is played support Effect, it is to avoid second row water pipe 13 is because being deformed by managing the gravity of interior water, it is ensured that the normal water delivery of second row water pipe 13, wet It is respectively equipped with the pressure-resisting plate 133 coordinated with the 4th drain pipe 14 and the 5th drain pipe 16, to the 4th drain pipe on the pool wall in pond 1, ground 14 and the 5th drain pipe 16 play a supporting role, it is to avoid the 4th drain pipe 14 and the 5th drain pipe 16 are managed during water delivery The gravity of interior water and be gradually embedded in the pool wall in wetland pond 1, and then affect the 4th drain pipe 14 and the draining of the 5th drain pipe 16, In order to accelerate the flowing of water in the 4th drain pipe 14 and the 5th drain pipe 16 so that the water in wetland pond 1 quickly flows out wetland At the bottom of the pond in pond 1, the outlet at the 4th drain pipe 14 and the 5th drain pipe 16 is respectively connected with suction pump 136, and suction pump 136 is simultaneously The shortcoming discharged it is difficult in the 4th drain pipe 14 and the 5th drain pipe 16 when avoiding the pond bottom water in wetland pond 1 less.
Embodiment 3: the drainage system of a kind of artificial swamp, is with the difference of embodiment 2, with reference to Fig. 5, first Being provided with storage cylinder of water 15 between drain pipe 11, it is simple in the case of the water excess in wetland pond 1, the water after purifying passes through first row Water pipe 11 enters accumulation in storage cylinder of water 15, both ensure that the proper drainage of the 4th drain pipe 14 also ensure that in wetland pond 1 clean Change the discharge of water, it is ensured that the entrance of the follow-up water in wetland pond 1.
This specific embodiment is only that it is not to restriction of the present utility model, ability to explanation of the present utility model The present embodiment can be made after reading this specification by field technique personnel as required does not has the amendment of creative contribution, but As long as all being protected by Patent Law in right of the present utility model.

Claims (10)

1. a drainage system for artificial swamp, including the some first row water pipes (11) being arranged at the bottom of the pond of wetland pond (1), its It is characterised by: described first row water pipe (11) is arranged on the pond bottom perimeter in wetland pond (1) and is interconnected, described first row water pipe (11) offering some first limbers (111) on tube wall, the tube wall of the most described first row water pipe (11) is provided with upwards The 3rd drain pipe (12) extended, described 3rd drain pipe (12) connects with first row water pipe (11), the most described 3rd draining Set up between pipe (12) and have second row water pipe (13), the tube wall of described second row water pipe (13) offers some second limbers (131), described second row water pipe (13) connects with the 3rd drain pipe (12), and described second row water pipe (13) one end is closed, another End is provided with the 4th drain pipe (14) extending to wetland pond (1) outward.
The drainage system of a kind of artificial swamp the most according to claim 1, it is characterised in that: adjacent described first draining It is provided with storage cylinder of water (15) between pipe (11).
The drainage system of a kind of artificial swamp the most according to claim 1, it is characterised in that: described first row water pipe (11) It is provided with the 5th drain pipe (16) extending to wetland pond (1) outward.
The drainage system of a kind of artificial swamp the most according to claim 1, it is characterised in that: described first limbers (111) and the second limbers (131) is provided with drainage screen (112).
The drainage system of a kind of artificial swamp the most according to claim 1, it is characterised in that: described 4th drain pipe (14) Caliber be gradually increased to the direction away from second row water pipe (13) from the position being connected with second row water pipe (13).
The drainage system of a kind of artificial swamp the most according to claim 1, it is characterised in that: described second row water pipe (13) And it is provided with some support bars (132) between at the bottom of the pond of wetland pond (1).
7. according to the drainage system of a kind of artificial swamp described in claim 1 or 3, it is characterised in that: described wetland pond (1) The pressure-resisting plate (133) coordinated with the 4th drain pipe (14) and the 5th drain pipe (16) it is respectively equipped with on pool wall.
8. according to the drainage system of a kind of artificial swamp described in claim 1 or 3, it is characterised in that: described first row water pipe (11), second row water pipe (13), the 3rd drain pipe (12), the 4th drain pipe (14) and the 5th drain pipe (16) outer wall are coated with Anticorrosive coat (134).
9. according to the drainage system of a kind of artificial swamp described in claim 1 or 3, it is characterised in that: described first row water pipe (11), second row water pipe (13), the 3rd drain pipe (12), the 4th drain pipe (14) and the 5th drain pipe (16) inwall are coated with FBE (135).
10. according to the drainage system of a kind of artificial swamp described in claim 1 or 3, it is characterised in that: described 4th drain pipe And the outlet of the 5th drain pipe (16) is respectively connected with suction pump (136) (14).
CN201620653636.0U 2016-06-27 2016-06-27 A kind of drainage system of artificial swamp Expired - Fee Related CN205712410U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620653636.0U CN205712410U (en) 2016-06-27 2016-06-27 A kind of drainage system of artificial swamp

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620653636.0U CN205712410U (en) 2016-06-27 2016-06-27 A kind of drainage system of artificial swamp

Publications (1)

Publication Number Publication Date
CN205712410U true CN205712410U (en) 2016-11-23

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CN201620653636.0U Expired - Fee Related CN205712410U (en) 2016-06-27 2016-06-27 A kind of drainage system of artificial swamp

Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113620510A (en) * 2021-07-23 2021-11-09 宁波市风景园林设计研究院有限公司 Ecological clean system of river course view

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113620510A (en) * 2021-07-23 2021-11-09 宁波市风景园林设计研究院有限公司 Ecological clean system of river course view

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

Granted publication date: 20161123

Termination date: 20210627

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