CN202181244U - Direct purifying device for sewage water in rivers and lakes - Google Patents

Direct purifying device for sewage water in rivers and lakes Download PDF

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Publication number
CN202181244U
CN202181244U CN2011202829730U CN201120282973U CN202181244U CN 202181244 U CN202181244 U CN 202181244U CN 2011202829730 U CN2011202829730 U CN 2011202829730U CN 201120282973 U CN201120282973 U CN 201120282973U CN 202181244 U CN202181244 U CN 202181244U
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CN
China
Prior art keywords
air cell
solarization air
water
aeration
sewage
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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
CN2011202829730U
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Chinese (zh)
Inventor
李�杰
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Zhejiang Jingquan Water Treatment Equipment Co Ltd
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Zhejiang Jingquan Water Treatment Equipment Co Ltd
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Priority to CN2011202829730U priority Critical patent/CN202181244U/en
Application granted granted Critical
Publication of CN202181244U publication Critical patent/CN202181244U/en
Anticipated expiration legal-status Critical
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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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/30Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37Wastewater or sewage treatment systems using renewable energies using solar energy

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  • Biological Treatment Of Waste Water (AREA)

Abstract

The utility model discloses a direct purifying device for sewage water in rivers and lakes. The direct purifying device comprises a box body, wherein a water inlet is formed on the left side of the box body; a water outlet is formed on the right side of the box body; an algae removing chamber, an anaerobic biological filter, an aerobic biological filter and an aeration chamber are communicated with one another and are arranged in the box body from the water inlet to the water outlet sequentially. The purifying device adopting the box-type structure can float in water, can flow in water in virtue of braking equipment, even can conduct purification treatment on sewage water in all directions, and has a good treatment effect.

Description

The direct purification device of lake, river sewage
Technical field
The utility model relates to a kind of sewage purifying and treating device, the direct purification device of lake, particularly a kind of river sewage.
Background technology
Surface water bodies such as rivers and lakes are the ground that compiles of discharging all contaminations; Because the aggravation of mankind's activity, sewage enters and increases, and the dilution in lake, river and self-purification capacity greatly weaken; The self-cleaning boundary that has exceeded the lake, river; Thereby make pollutant sediment in water, and make water body dirty black smelly on the one hand, cause the algae madness to spread unchecked on the one hand.In the face of the concrete present situation of China, the general employing cut dirty and two kinds of methods of desilting aspect the improvement of lake, river, but in fact these two kinds of methods all exist significant limitation; Concentrate construction sewage work like needs; Its construction cost and working cost are high, even and carried out cutting completely dirt and desilting because the lake, river is an open water surrounding; Organic pollutant in the surface soil is with the inflow of rainwater; Artificial in addition rubbish abandons and is difficult to avoid, and the time one, water quality of a specified duration was contaminated again, therefore can not once and for all solve the dystrophication problem.Direct purification is carried out in lake water territory, river to containing pollutent; Be meant and directly in riverbed, lake or near it, take some control techniquess to administer on the spot; Perhaps assign the lake, river as natural treating pond fully; Refining plant is arranged in the lake, river on the spot, and this has just formed the necessary equipment of contact oxidation method, waters, this face of land, lake, the most suitable river of biological contact oxidation process characteristic.Patent 03249011 is main to be adopted and adds that chemical agent is sterilized, scrubbing, secondary pollution is often arranged, and cost is also high.The removal that patent 200510007241 lacks algae in the polluted waters; As everyone knows; The prose style free from parallelism shape algae that extensively is distributed in the dystrophication waters is very big to the pollution hazard in waters, and intensive algae covers water body, makes sunlight be difficult to projection and gets into deep layer; Other water-bed higher plants are difficult to growth, and the source of dissolved oxygen is reduced; In addition, constantly rot after the algae death to decompose, further consume a large amount of dissolved oxygens of deep water; In addition, the part algae produces toxin.
The utility model content
The utility model problem to be solved provides the direct purification device of lake, a kind of river sewage, and cost of investment is low, simple and reasonable, decontamination and algae removal are effective, and non-secondary pollution.
For solving the problems of the technologies described above; The utility model adopts following technical scheme: the direct purification device of lake, river sewage; It is characterized in that: comprise casing; Said casing left side is provided with water-in, and the casing right side is provided with water outlet, is provided with in the said casing from water-in to be arranged in order and algae removal chamber, the anaerobic biofilter that is communicated with, hold concurrently oxygen biological filter and solarization air cell to water outlet.
As preferably, the intravital algae removal of said case chamber, anaerobic biofilter, hold concurrently oxygen biological filter and solarization air cell are separated by dividing plate and form independently functional compartments.
As preferably, said casing is the floatation type casing, and casing drives drift by power-equipment.
As preferably, said water-in is arranged at the upper left side of algae removal chamber, and bottom, said algae removal chamber is provided with at least two ultrasonic oscillators.
As preferably; Said anaerobic biofilter middle part is filled with the mao bamboon filler; Anaerobic biofilter is provided with the anaerobic filter water intaking valve that is communicated with the algae removal chamber with the adjacent dividing plate in algae removal chamber on below the mao bamboon filler, the anaerobic biofilter bottom is provided with the anaerobic filter mud valve.
As preferably; Middle part, said double oxygen biological filter is provided with the mao bamboon filler; Said double oxygen biological filter is provided with the double oxygen filter tank water intaking valve that is communicated with anaerobic biofilter with the adjacent dividing plate of anaerobic biofilter; Said double oxygen filter tank water intaking valve is positioned at anaerobic biofilter mao bamboon filler top; Bottom, double oxygen biological filter is provided with aerating apparatus and double oxygen filter tank mud valve, and the oxygen biological filter of holding concurrently is provided with double oxygen filter tank diversion cavity below holding concurrently oxygen filter tank water intaking valve in mao bamboon filler left side, and the diversion cavity below, oxygen filter tank of holding concurrently is communicated with mao bamboon filler below.
As preferably, the adjacent dividing plate of said solarization air cell and double oxygen biological filter is provided with solarization air cell's water intaking valve, and solarization air cell's water intaking valve is positioned at the mao bamboon filler top, oxygen biological filter of holding concurrently, and solarization air cell is provided with solarization air cell's diversion cavity below solarization air cell's water intaking valve.
As preferably; Some little aeration tubes that are provided with the female pipe of aeration in the said solarization air cell and are communicated with the female pipe of aeration, wherein, the female pipe of said aeration is located at the solarization air cell top; Little aeration tube extends to the solarization air cell bottom from the female pipe of aeration, and little aeration tube is provided with several aeration apertures.
As preferably; Be provided with front flow guiding plate, back flow deflector in the said solarization air cell; Front flow guiding plate is positioned at solarization air cell top, and back flow deflector is positioned at the solarization air cell bottom, is the aeration water-in between the lower end of the lower end of front flow guiding plate and back flow deflector; Between the upper end of the upper end of front flow guiding plate and back flow deflector is the aeration water outlet, and the aeration water-in is communicated with the solarization air cell diversion cavity.
As preferably, said front flow guiding plate all is convexly curved with the back flow deflector, and said front flow guiding plate is convex, and back flow deflector is to recessed.
The beneficial effect of the utility model is:
1, the refining plant of box typed structure can swim in the water, can in water, flow by braking equipment, more can carry out purifying treatment to multi-faceted sewage, and treatment effect is good.
2, UW algae removal method is adopted in the algae removal chamber, and UW can break up the little air bag in the frustule, makes the fragmentation of frustule group be sunken to the bottom, is decomposed by the Institute of Micro-biology in the bed mud at last.Need not consume oxygen, non-secondary pollution.
3, the mao bamboon filler is adopted in anaerobic biofilter and double oxygen biological filter, is good biological bacteria room, and it is firm to hang film, and microbial film is not easy to come off; The mao bamboon cost is low, good stability; Used double oxygen bacterial classification has and is prone to growing property and strong adaptability, and technology is stable.
4, it is simple in structure to make the stream aeration, can control dissolved oxygen in the water at 0.3~0.5mg/L, and energy consumption is low; Little solarization air cap is difficult for stopping up, and has guaranteed very low running cost and maintenance and repair expense.
Description of drawings
Below in conjunction with accompanying drawing and embodiment the utility model is further described:
Fig. 1 is the structural representation of the utility model.
Embodiment
As shown in Figure 1, the direct purification device of lake, river sewage comprises algae removal chamber 2, the anaerobic biofilter 3 that is communicated with successively, hold concurrently oxygen biological filter 4 and 5 four functional compartments of solarization air cell, and four functional compartments are installed in the casing 1, and separate with dividing plate 6; Upper left side in the algae removal chamber 2 is provided with water-in 7, and the bottom is provided with a plurality of ultrasonic oscillators 8; Be filled with mao bamboon filler 9 in the anaerobic biofilter 3, the dividing plate 6 that mao bamboon filler 9 belows are connected with algae removal chamber 2 is provided with anaerobic filter water intaking valve 10, and the bottom, filter tank is provided with anaerobic filter mud valve 11; The mao bamboon tube crowd that mao bamboon filler 9 is got through joint for peeling, vertically filling side by side; The dividing plate that double oxygen biological filter 4 is connected with anaerobic biofilter 3 is provided with the oxygen filter tank water intaking valve 12 of holding concurrently, and is positioned at anaerobic biofilter mao bamboon filler 9 tops, and water intaking valve 12 belows, oxygen filter tank of holding concurrently are provided with the oxygen filter tank diversion cavity 13 of holding concurrently; The oxygen biological filter 4 of holding concurrently is paved into by stainless steel and iron silk screen 14, in fill out the bamboo plate filler, the bottom, filter tank is provided with aerating apparatus 15 and double oxygen filter tank mud valve 16; Solarization air cell 5 is provided with solarization air cell's water intaking valve 17 with the dividing plate that double oxygen biological filter 4 is connected, and is positioned at the oxygen bio-filter stuffing top of holding concurrently, and solarization air cell's water intaking valve 17 belows are provided with solarization air cell's diversion cavity 18; Be provided with aeration mother pipe 19, little aeration tube 20, front flow guiding plate 21, back flow deflector 22 in the solarization air cell 5; The female pipe of aeration 19 is connected with little aeration tube 20; Little aeration tube 20 is provided with a plurality of aeration apertures 23; Between the lower end of the lower end of front flow guiding plate 21 and back flow deflector 22 is aeration water-in 24, is aeration water outlet 25 between the upper end of the upper end of front flow guiding plate 21 and back flow deflector 22.
Casing 1 swims in the lake water territory, river, and sewage is upper left water-in 7 accesss to plant in algae removal chamber 2, after ultrasonic oscillator 8 is ultrasonic; Kill algae bio; Water body gets into anaerobic biofilter 3 through anaerobic filter water intaking valve 10, and sewage is with the mao bamboon filler 9 of flowing through to the mode at upper reaches, after the bio anaerobic reaction; Flow out from filler 9 tops, get into the oxygen biological filter 4 of holding concurrently through the oxygen filter tank water intaking valve 12 of holding concurrently again; The water double oxygen biological bacteria room that wire netting 14 is paved into of behind oxygen filter tank diversion cavity 13 water conservancy diversion of holding concurrently, flowing through from the bottom up; Bottom aerating apparatus 15 little aerations; After scavenging process such as biological absorption, biofloculation, biochemical reaction, filtration take place, overflow from 17 entering of solarization air cell's water intaking valve and make stream solarization air cell 5; Current get into aerating apparatus from aeration water-in 24 after solarization air cell's diversion cavity 18; Through after behind flow deflector 22 water conservancy diversion toward the upper reaches; When flowing through little aeration tube 20; Make through aeration to be full of oxygen in the water body, behind preceding front flow guiding plate 21 water conservancy diversion, flow out from aeration water outlet 25, the effusive water body of aeration water outlet flows out from water outlet 26.
The biological absorption of warp, the mud that flocculates, filters, precipitates and generate are discharged collection through anaerobic filter mud valve 11 and double oxygen filter tank mud valve 16, and biogas is produced in recyclable utilization, turns waste into wealth; Whole box body is equipped with corresponding braking equipment, drives whole box body and in water, moves, with the multi-faceted sewage of treatment and purification.

Claims (10)

1. the direct purification device of lake, river sewage; It is characterized in that: comprise casing (1); Said casing left side is provided with water-in (7); The casing right side is provided with water outlet (26), is provided with in the said casing from water-in to be arranged in order and the algae removal chamber (2) that is communicated with, anaerobic biofilter (3), hold concurrently oxygen biological filter (4) and solarization air cell (5) to water outlet.
2. the direct purification device of lake, river according to claim 1 sewage is characterized in that: the algae removal chamber (2) in the said casing (1), anaerobic biofilter (3), hold concurrently oxygen biological filter (4) and solarization air cell (5) are separated by dividing plate (6) and form independently functional compartments.
3. the direct purification device of lake, river according to claim 1 sewage is characterized in that: said casing (1) is the floatation type casing, and casing drives drift by power-equipment.
4. the direct purification device of lake, river according to claim 3 sewage, it is characterized in that: said water-in is arranged at the upper left side of algae removal chamber, and bottom, said algae removal chamber is provided with at least two ultrasonic oscillators (8).
5. the direct purification device of lake, river according to claim 4 sewage; It is characterized in that: said anaerobic biofilter middle part is filled with mao bamboon filler (9); Anaerobic biofilter is provided with the anaerobic filter water intaking valve (10) that is communicated with the algae removal chamber with the adjacent dividing plate in algae removal chamber on below the mao bamboon filler, the anaerobic biofilter bottom is provided with anaerobic filter mud valve (11).
6. the direct purification device of lake, river according to claim 5 sewage; It is characterized in that: middle part, said double oxygen biological filter is provided with the mao bamboon filler; Said double oxygen biological filter is provided with the double oxygen filter tank water intaking valve (12) that is communicated with anaerobic biofilter with the adjacent dividing plate of anaerobic biofilter; Said double oxygen filter tank water intaking valve is positioned at anaerobic biofilter mao bamboon filler top; Bottom, double oxygen biological filter is provided with aerating apparatus (15) and double oxygen filter tank mud valve (16), and the oxygen biological filter of holding concurrently is provided with double oxygen filter tank diversion cavity (13) below holding concurrently oxygen filter tank water intaking valve in mao bamboon filler left side, and the diversion cavity below, oxygen filter tank of holding concurrently is communicated with mao bamboon filler below.
7. the direct purification device of lake, river according to claim 6 sewage; It is characterized in that: the adjacent dividing plate of said solarization air cell and double oxygen biological filter is provided with solarization air cell's water intaking valve (17); Solarization air cell's water intaking valve is positioned at the mao bamboon filler top, oxygen biological filter of holding concurrently, and solarization air cell is provided with solarization air cell's diversion cavity (18) below solarization air cell's water intaking valve.
8. the direct purification device of lake, river according to claim 7 sewage; It is characterized in that: some the little aeration tubes (20) that are provided with the female pipe of aeration (19) in the said solarization air cell and are communicated with the female pipe of aeration; Wherein, The female pipe of said aeration is located at the solarization air cell top, and little aeration tube extends to the solarization air cell bottom from the female pipe of aeration, and little aeration tube is provided with several aeration apertures (23).
9. the direct purification device of lake, river according to claim 8 sewage; It is characterized in that: be provided with front flow guiding plate (21), back flow deflector (22) in the said solarization air cell; Front flow guiding plate is positioned at solarization air cell top, and back flow deflector is positioned at the solarization air cell bottom, is the aeration water-in between the lower end of the lower end of front flow guiding plate and back flow deflector; Between the upper end of the upper end of front flow guiding plate and back flow deflector is the aeration water outlet, and the aeration water-in is communicated with the solarization air cell diversion cavity.
10. the direct purification device of lake, river according to claim 9 sewage is characterized in that: said front flow guiding plate all is convexly curved with the back flow deflector, and said front flow guiding plate is convex, and back flow deflector is to recessed.
CN2011202829730U 2011-08-05 2011-08-05 Direct purifying device for sewage water in rivers and lakes Expired - Fee Related CN202181244U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011202829730U CN202181244U (en) 2011-08-05 2011-08-05 Direct purifying device for sewage water in rivers and lakes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011202829730U CN202181244U (en) 2011-08-05 2011-08-05 Direct purifying device for sewage water in rivers and lakes

Publications (1)

Publication Number Publication Date
CN202181244U true CN202181244U (en) 2012-04-04

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011202829730U Expired - Fee Related CN202181244U (en) 2011-08-05 2011-08-05 Direct purifying device for sewage water in rivers and lakes

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103046773A (en) * 2013-01-11 2013-04-17 吴正新 Transverse backflow device and pool and river channel utilizing same
CN112870846A (en) * 2021-03-01 2021-06-01 江苏珺瑶环境能源有限公司 A integration equipment that is used for black smelly river body to high-efficient purify

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103046773A (en) * 2013-01-11 2013-04-17 吴正新 Transverse backflow device and pool and river channel utilizing same
CN112870846A (en) * 2021-03-01 2021-06-01 江苏珺瑶环境能源有限公司 A integration equipment that is used for black smelly river body to high-efficient purify

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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: 20120404

Termination date: 20170805

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