CN203530028U - Artificial wetland sewage purification system - Google Patents

Artificial wetland sewage purification system Download PDF

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Publication number
CN203530028U
CN203530028U CN201320709766.8U CN201320709766U CN203530028U CN 203530028 U CN203530028 U CN 203530028U CN 201320709766 U CN201320709766 U CN 201320709766U CN 203530028 U CN203530028 U CN 203530028U
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China
Prior art keywords
water
constructed wetland
sewage purification
purification system
vertical current
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Expired - Fee Related
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CN201320709766.8U
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Chinese (zh)
Inventor
徐德福
郑建伟
苏北
管益东
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Nanjing University of Information Science and Technology
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Nanjing University of Information Science and Technology
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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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00—Technologies for wastewater treatment
    • Y02W10/10—Biological treatment of water, waste water, or sewage

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Abstract

The utility model discloses an artificial wetland sewage purification system which comprises two perpendicular flow artificial wetlands and water drainage pipes, wherein a plurality of diversion holes are formed below the two perpendicular flow artificial wetlands, and the two perpendicular flow artificial wetlands are communicated with each other through the diversion holes; water body collection systems are arranged at the bottoms of the two perpendicular flow artificial wetlands and are respectively communicated with the corresponding water drainage pipes. According to the artificial wetland sewage purification system, the two artificial wetlands are adopted to alternately and continuously feed water, so that a machine does not need to be stopped, and the sewage purification treatment efficiency is improved.

Description

A kind of constructed wetland sewage purification system
Technical field
The utility model relates to a kind of constructed wetland sewage purification system, is specifically related to a kind of system of oxygen/aerobic type earthworm Constructed Wetland For Purifying sanitary sewage of alternately holding concurrently.
Background technology
Artificial swamp is a kind of sewage disposal technology, and its required instrument, equipment are simple, and system itself is without extra power, do not need to water body delivering medicament, can not cause secondary pollution, have low cost, low working cost, convenient management and the feature such as attractive in appearance, its application prospect is extensive.But artificial swamp also exists the problems, particularly artificial swamp such as obstruction, fluctuation of service, plant degeneration and floor space are larger to stop up the propagation and employment that has had a strong impact on artificial swamp in application process.Stop up the multiple artificial swamp top layer of being born in, and organic accumulation on artificial swamp top layer is also one of major reason causing artificial swamp obstruction.A lot of methods are used to solve artificial swamp and stop up, and improve the detergent power of artificial swamp.As the patent (patent No. 200610030925.6) of " utilizing soil animal to repair the method for obstruction drowned flow artificial wet land infiltration ability " by name.This patent is stopped up wetland for serious obstruction or moderate, by throwing in soil animal, to solve artificial swamp, stops up, yet, in this patent, after adding animal, the artificial swamp stopping up needs to close into water (water inlet in every 3-7 days 1 day), to guarantee the growth of animal.Therefore, though this patent can solve artificial swamp, stop up, can not intake continuously, thereby cause the processing power of artificial swamp to decline.Earthworm is also used to dispose of sewage, as the patent (patent No. CN201210439432.3) of " artificial swamp and earthworm and ecological filter combined depth are processed the method for sanitary sewage " by name, this patent is by artificial swamp and earthworm and ecological filter combination, to realize effective purification of sewage.But this patent is by earthworm being improved to the detergent power of artificial swamp for filter tank, can not solving the problem that artificial swamp stops up.
Summary of the invention
The purpose of this utility model is the defect existing in prior art in order to solve, provide a kind of can solve artificial swamp stop up and can carry out continuously sewage disposal, without the sewage purification system that stops bed.
In order to achieve the above object, the utility model provides a kind of constructed wetland sewage purification system, and this constructed wetland sewage purification system comprises two vertical current constructed wetlands and water shoot; Two vertical current constructed wetland belows are provided with pod apertures, by pod apertures, are connected; The bottom of two vertical current constructed wetlands is equipped with water body gathering system; Two water body gathering systems are connected with corresponding water shoot respectively.
Further improvement of the utility model is: the top layer of two vertical current constructed wetlands is provided with water distribution system.
Above-mentioned water distribution system comprises cloth water conduit tube and water distribution branch pipe; Water distribution branch pipe is a plurality of, parallel distribution, and be connected with cloth water conduit tube respectively; Water distribution branch pipe is to having a plurality of water distributing pores.Water distributing pore on water distribution branch pipe is two row's alternative arrangements; Water distributing pore to the vertical line of water distribution branch pipe axis and the angle of weight line is 45 degree.
Above-mentioned water body gathering system comprises collects arm and collects main; It is a plurality of collecting arm, parallel distribution, and be connected with collection main respectively; Collect arm and be provided with prosopyle.Water shoot is connected with the rotation of collection arm.
Above-mentioned vertical current constructed wetland comprises gravel bed and hypothallus; Gravel floor height 15cm, is located at the bottom of vertical current constructed wetland; The diameter of gravel bed cobble-stone is 3-5cm; Hypothallus height is 70cm, is located at gravel bed top.
The utility model has the following advantages compared to existing technology: the utility model utilizes the vertical current constructed wetland of two series connection to replace water inlet, draining, on the top layer of two artificial swamps, form respectively hold concurrently oxygen and aerobic environment, thereby be conducive to the earthworm growth of introducing, rely on the effect of earthworm to solve artificial swamp obstruction, and can carry out successively respectively nitrification and denitrification denitrogenation, thereby the removal that is conducive to improve nitrogen.The utility model adopts the alternately water inlet continuously of two artificial swamps, does not need to stop bed, has improved the purifying treatment efficiency of sewage.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model constructed wetland sewage purification system;
Fig. 2 is the structural representation of water distribution system in Fig. 1;
Fig. 3 is the distribution plan of water distributing pore in Fig. 2;
Fig. 4 is the structural representation of water body gathering system in Fig. 1;
Fig. 5 is the distribution plan of prosopyle in Fig. 4;
Fig. 6 is water shoot and the connection diagram of collecting main in Fig. 1;
Fig. 7 is the sectional view of constructed wetland sewage purification system in Fig. 1;
Fig. 8 is the operation scheme one of the utility model constructed wetland sewage purification system;
Fig. 9 is the operation scheme two of the utility model constructed wetland sewage purification system.
In figure, A, B-vertical current constructed wetland, 1-pod apertures, 2-water body gathering system, 21-collects main, and 22-collects arm, 23-prosopyle, 3-water shoot, 4-water distribution system, 41-cloth water conduit tube, 42-water distribution branch pipe, 43-water distributing pore, 5-control valve, 6-gravel bed, 7-hypothallus, 8-waterplant, 9-earthworm, 10-gauging line.
Embodiment
Below in conjunction with accompanying drawing, the utility model is elaborated.
As shown in Figure 1, the alternately double oxygen/aerobic type earthworm vertical current constructed wetland sewage purification system of the utility model comprises vertical current constructed wetland A, the B of two series connection.Vertical current constructed wetland A, B bottom is connected by pod apertures 1.The bottom of vertical current constructed wetland A, B is equipped with water body gathering system 2, and top layer is provided with water distribution system 4.In conjunction with Fig. 2 and Fig. 3, water distribution system 4 comprises the water distribution branch pipe 42 of cloth water conduit tube 41 and a plurality of parallel arrangements, and water distribution branch pipe 42 is connected with cloth water conduit tube 41 respectively.Water distribution branch pipe 42 is the staggered water distributing pore 43 of two rows to having.Water distributing pore 43 to the vertical line of water distribution branch pipe 42 axis and the angle of weight line is 45 degree.Two distances of arranging between water hole are 10cm, with the distance between the adjacent water distributing pore of row, are 10cm.In conjunction with Fig. 4 to Fig. 6, water body gathering system 2 comprises the collection arm 22 of collecting main 21 and a plurality of parallel arrangements, collects arm 22 and is connected with collection main 21 respectively.Collect arm 22 and be provided with staggered prosopyle 23.Distance between two row prosopyles is 10cm, with the distance between the adjacent prosopyle of row, is 10cm.Water shoot 3 is connected with collection arm 21, and water shoot 3 is provided with water port, and water port place is provided with control valve 5.Water shoot 3 is connected with 21 rotations of collection arm, by the rotation to water shoot 3, regulate the height of water port (or can a plurality of water port be set in the different heights place of water shoot 3, each water port place is equipped with control valve, regulates the elevation of water surface of draining by the switch of control valve).
In conjunction with Fig. 7 to Fig. 9, the utility model effluent purification method concrete steps are as follows:
Step 1, vertical current constructed wetland A, the B of two series connection have been built, each constructed wetland bed height is 1m, two artificial swamp A, B are connected by pod apertures 1, water body can freely exchange by pod apertures 1 in two artificial swamps, and the object of pod apertures 1 is that water body is exchanged equably in two artificial swamp A, B.Artificial swamp long-width ratio is 2:1.
Step 2, in constructed wetland bed bottom, place water-outlet body gathering system 2, it consists of effluent collection main 21, collect arm 22 and circular prosopyle 23 parts form.Circular prosopyle 23 is 2 rows respectively on arm, and alternative arrangement, and it forms with artificial wetland water body gathering system.The diameter of prosopyle 23 is 2cm.
Step 3, in constructed wetland bed bottom spread the gravel bed 6 that 15cm is high, gravel diameter 3-5cm then spreads hypothallus 7 on gravel bed 6, highly for 70cm(hypothallus 7 consist of sand with organic matter by 95%, mix with 5%).
Step 4, on artificial swamp hypothallus, place water distribution system 4, it is comprised of cloth water conduit tube 41, water distribution branch pipe 42 and water distributing pore 43 parts.Be embodied as, water distribution branch pipe 42 is connected on cloth water conduit tube 41, and on water distribution branch pipe 42, makes a call to the circular water distributing pore 43 of two rows, water distributing pore 43 is 45 degree with water distribution branch pipe 42 vertical lines, 2 water hole 43 alternative arrangements of arranging, 2 distances of arranging between water hole 43 are respectively 10cm.Its objective is that sewage enters water distribution branch pipe 42 through cloth water conduit tube 41, then pass through water distributing pore 43 uniformly distributings in artificial swamp stromal surface.
Step 5, on effluent collection main 21, connect by the water shoot 3 of rotation altitude mixture control water port height.The water port maximum height of artificial swamp water shoot, lower than matrix top layer 15 cm, its objective is and makes have the matrix of 15 cm height there be not the water surface to flood (lower than 5cm, selecting optimum water level herein) in draining artificial swamp hypothallus.In addition, can pass through rotary rowed water pipe 3, reduce the water level in constructed wetland bed, as when swivel pipe is during horizontal by 0 degree angle, draining Manual moist telluric water directly discharges, and in artificial swamp, does not accumulate.Therefore, rotatable water shoot 3, regulates the water level in artificial swamp.
Step 6, in artificial swamp planting aquatic plants 8, as reed, Canna generalis Bailey, cattail, Scirpus tabernaemontani etc., and add earthworm 9 in artificial swamp.
Step 7, artificial swamp operation method 1, i.e. vertical current constructed wetland A water inlet, vertical current constructed wetland B water outlet (control valve 5 in vertical current constructed wetland A on water shoot 3 is closed, and the control valve 5 in vertical current constructed wetland B on water shoot 3 is opened).Concrete operation scheme is: first sewage is assigned to sewage vertical current constructed wetland A above equably by water distribution system 4, through pod apertures 1, enters vertical current constructed wetland B, then by the water port of rotatable water shoot 3, discharges.In vertical current constructed wetland B, because water port height is lower than matrix top layer 15cm, therefore, in vertical current constructed wetland B, top layer 15cm, is not had by water logging, and by capillary action, top layer 15cm, in moisture state, is applicable to the growth of earthworm very much.And in vertical current constructed wetland A, not waterflooding for a long time of hypothallus, earthworm also can grow.
Step 8, artificial swamp operation method 2, i.e. vertical current constructed wetland B water inlet, vertical current constructed wetland A water outlet (control valve 5 in vertical current constructed wetland B on water shoot 3 is closed, and the control valve 5 in vertical current constructed wetland A on water shoot 3 is opened).Concrete operation scheme is: first sewage is assigned to sewage vertical current constructed wetland B above equably by water distribution system 4, through pod apertures 1, enters vertical current constructed wetland A, then by the water port of rotatable water shoot 3, discharges.In vertical current constructed wetland A, because water port height is lower than matrix top layer 15cm, therefore, in vertical current constructed wetland A, top layer 15cm, is not had by water logging, and by capillary action, top layer 15cm, in moisture state, is applicable to the growth of earthworm very much.And in vertical current constructed wetland B, not waterflooding for a long time of hypothallus, earthworm also can grow.
Step 9, because artificial swamp stops up the top layer mainly betide drowned flow artificial wet land, and organic matter accumulation mainly betides artificial swamp top layer, therefore, alternately water inlet through artificial swamp, earthworm takes food organism and the effect of interting on artificial swamp top layer, to solve the blockage problem of artificial swamp, and alternately hold concurrently oxygen/aerobic of artificial swamp in addition, also nitrated, the denitrification denitrogenation that are conducive to nitrogen, and organic removal.
After step 10, long-play, if stopping up, artificial swamp occurs in artificial swamp middle level (top layer 15cm is following), now, rotatable water shoot 3, reduce water port height, earthworm is moved to lower floor, solve the blockage problem of artificial swamp matrix middle level, lower floor.

Claims (7)

1. a constructed wetland sewage purification system, is characterized in that: comprise two vertical current constructed wetlands and water shoot; Described two vertical current constructed wetlands below is provided with a plurality of pod apertures, by pod apertures, is connected; The bottom of described vertical current constructed wetland is provided with water body gathering system; Described water body gathering system is connected with corresponding water shoot respectively.
2. constructed wetland sewage purification system according to claim 1, is characterized in that: the top layer of described two vertical current constructed wetlands is provided with water distribution system.
3. constructed wetland sewage purification system according to claim 2, is characterized in that: described water distribution system comprises cloth water conduit tube and water distribution branch pipe; Described water distribution branch pipe is a plurality of, parallel distribution, and be connected with described cloth water conduit tube respectively; Described water distribution branch pipe is to having a plurality of water distributing pores.
4. constructed wetland sewage purification system according to claim 3, is characterized in that: the water distributing pore on described water distribution branch pipe is two row's alternative arrangements; Described water distributing pore to the vertical line of water distribution branch pipe axis and the angle of weight line is 45 degree.
5. according to the arbitrary described constructed wetland sewage purification system of claim 1 to 4, it is characterized in that: described water body gathering system comprises collects arm and collect main; Described collection arm is a plurality of, parallel distribution, and be connected with described collection main respectively; Described collection arm is provided with prosopyle.
6. constructed wetland sewage purification system according to claim 5, is characterized in that: described water shoot is connected with the rotation of collection arm.
7. constructed wetland sewage purification system according to claim 1, is characterized in that: described vertical current constructed wetland comprises gravel bed and hypothallus; Described gravel floor height 15cm, is located at the bottom of vertical current constructed wetland; The diameter of described gravel bed cobble-stone is 3-5cm; Described hypothallus height is 70cm, is located at described gravel bed top.
CN201320709766.8U 2013-11-12 2013-11-12 Artificial wetland sewage purification system Expired - Fee Related CN203530028U (en)

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Application Number Priority Date Filing Date Title
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104005364A (en) * 2014-06-17 2014-08-27 盐城上善环境科技有限公司 Unpowered river bank landscape wet land water quality purification system
CN106396079A (en) * 2016-11-22 2017-02-15 苏州邦源环境科技有限公司 Gravity flow water distribution disc
CN110937753A (en) * 2019-05-30 2020-03-31 河北工业大学 Constructed wetland-microbial fuel cell rural domestic sewage treatment device and treatment method thereof
CN113415893A (en) * 2021-06-28 2021-09-21 陕西地建土地工程技术研究院有限责任公司 Multifunctional wetland simulation system and method for purifying polluted water body

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104005364A (en) * 2014-06-17 2014-08-27 盐城上善环境科技有限公司 Unpowered river bank landscape wet land water quality purification system
CN106396079A (en) * 2016-11-22 2017-02-15 苏州邦源环境科技有限公司 Gravity flow water distribution disc
CN110937753A (en) * 2019-05-30 2020-03-31 河北工业大学 Constructed wetland-microbial fuel cell rural domestic sewage treatment device and treatment method thereof
CN113415893A (en) * 2021-06-28 2021-09-21 陕西地建土地工程技术研究院有限责任公司 Multifunctional wetland simulation system and method for purifying polluted water body

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Granted publication date: 20140409

Termination date: 20161112