CN107151085A - A kind of sewage integrated treatment device - Google Patents
A kind of sewage integrated treatment device Download PDFInfo
- Publication number
- CN107151085A CN107151085A CN201710577129.2A CN201710577129A CN107151085A CN 107151085 A CN107151085 A CN 107151085A CN 201710577129 A CN201710577129 A CN 201710577129A CN 107151085 A CN107151085 A CN 107151085A
- Authority
- CN
- China
- Prior art keywords
- pond
- sewage
- sedimentation basin
- treatment device
- heavy metals
- 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.)
- Granted
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- 239000010865 sewage Substances 0.000 title claims abstract description 46
- 239000010802 sludge Substances 0.000 claims abstract description 41
- 238000004062 sedimentation Methods 0.000 claims abstract description 40
- 229910001385 heavy metal Inorganic materials 0.000 claims abstract description 38
- 238000001914 filtration Methods 0.000 claims abstract description 28
- 238000005188 flotation Methods 0.000 claims abstract description 27
- 238000010992 reflux Methods 0.000 claims abstract description 25
- 238000002156 mixing Methods 0.000 claims abstract description 14
- 238000006243 chemical reaction Methods 0.000 claims abstract description 13
- 239000006004 Quartz sand Substances 0.000 claims abstract description 9
- 239000000835 fiber Substances 0.000 claims abstract description 9
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 8
- 238000009287 sand filtration Methods 0.000 claims abstract description 8
- 238000005276 aerator Methods 0.000 claims abstract description 6
- 230000001105 regulatory effect Effects 0.000 claims abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 39
- 229910001868 water Inorganic materials 0.000 claims description 39
- 238000005273 aeration Methods 0.000 claims description 6
- 230000005484 gravity Effects 0.000 claims description 5
- 238000001556 precipitation Methods 0.000 claims description 5
- 238000001179 sorption measurement Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 7
- 239000007900 aqueous suspension Substances 0.000 abstract description 2
- 238000012545 processing Methods 0.000 description 3
- 239000000725 suspension Substances 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 238000006065 biodegradation reaction Methods 0.000 description 1
- 230000018044 dehydration Effects 0.000 description 1
- 238000006297 dehydration reaction Methods 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 238000012805 post-processing Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/24—Treatment of water, waste water, or sewage by flotation
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/48—Treatment of water, waste water, or sewage with magnetic or electric fields
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/54—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
- C02F1/56—Macromolecular compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F2001/007—Processes including a sedimentation step
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/20—Heavy metals or heavy metal compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/002—Construction details of the apparatus
- C02F2201/007—Modular design
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/30—Aerobic and anaerobic processes
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The invention provides a kind of sewage integrated treatment device, including it is sequentially connected the coarse filtration pond connect, heavy metals removal pond, flotation tank, anaerobic pond, anoxic pond, Aerobic Pond, sedimentation basin, fibre turntable filter chamber, sludge reflux pond and quartz sand filtration tank；Sedimentation basin is connected with sludge reflux pond, and sludge reflux pond is connected with anaerobic pond and storage basin respectively by pipeline, is connected between storage basin and sludge dewatering；Aerator is provided with Aerobic Pond, is connected between sedimentation basin and dosing, flotation tank includes PH regulating reservoirs, PAC mixing pits, PAM mixing pits and aerated reaction pond, sedimentation basin includes pond body and middle cylinder.Sewage integrated treatment device of the present invention, can solve the problem that heavy metal is difficult to remove and go out the problem of aqueous suspension is exceeded in former technique, can reach discharge standard.
Description
Technical field
The invention belongs to technical field of sewage, more particularly, to a kind of sewage integrated treatment device.
Background technology
At present with A2Domestic sewage treatment process based on O, mainly removes the polluters such as Organic substance in water, nitrogen, phosphorus.But
Once containing heavy metal, and pH in sewage<When 5, directly using A2O techniques can cause destructive strike to sludge, so that broken
Bad biodegradation system, it is impossible to qualified discharge.In addition, during using existing process, suspension in water outlet is it sometimes appear that exceeded
Phenomenon.Therefore for raw water quality in this case, if making A2O systems are normally run, standard water discharge, it is necessary to before being carried out to raw water
Processing and post processing.
The content of the invention
In view of this, the present invention is directed to propose a kind of sewage integrated treatment device, can solve the problem that heavy metal in former technique
It is difficult to remove and go out the problem of aqueous suspension is exceeded.
To reach above-mentioned purpose, the technical proposal of the invention is realized in this way：
A kind of sewage integrated treatment device, including be sequentially connected the coarse filtration pond connect, heavy metals removal pond, flotation tank,
Anaerobic pond, anoxic pond, Aerobic Pond, sedimentation basin, fibre turntable filter chamber, sludge reflux pond and quartz sand filtration tank；
The sedimentation basin is connected with sludge reflux pond, the sludge reflux pond by pipeline respectively with anaerobic pond and storage basin
It is connected, the storage basin between sludge dewatering with being connected；
Aerator is provided with the Aerobic Pond, is connected between sedimentation basin and dosing.
Further, the heavy metal that water pump sets sewage by heavy metals removal pond upper end is set in the coarse filtration pond
Remove pond water inlet and be promoted to heavy metals removal pond, then from the heavy metals removal pond water outlet less than heavy metals removal pond water inlet
Mouth is located at the lower end of flotation tank, the dirt come out from flotation tank from flotation tank, flotation tank water inlet and flotation tank delivery port is flow to
Water enters the upper end of anaerobic pond, is connected between anaerobic pond and anoxic pond by the Vertical Channel of up/down perforation, anoxic pond and aerobic
Pond is disposed adjacent and bottom is communicated with mouth, the Aerobic Pond delivery port stream that sewage is set from Aerobic Pond upper end by downflow weir side
Go out, and the part clarified after the sewage process precipitation in sedimentation basin, sedimentation basin is entered by pipeline and enter fibre turntable filter chamber
Quartz sand filtration tank is squeezed into by water pump again afterwards, is then discharged out；The sludge precipitated in sedimentation basin flows automatically from sedimentation basin bottom
Into sludge reflux pond, pump is provided with sludge reflux pond, the sludge part in sludge reflux pond is passed through anaerobic pond, a part
Being passed through the sludge in storage basin, storage basin, gravity flow enters between sludge dewatering from storage basin lower end.
Further, the flotation tank includes PH regulating reservoirs, PAC mixing pits, PAM mixing pits and aerated reaction pond, institute
State sewage and sequentially pass through PH regulating reservoirs, PAC mixing pits, PAM mixing pits into aerated reaction pond, provided with being aerated in aerated reaction pond
Head, the aeration head is connected with dissolving.
Further, the sedimentation basin includes pond body and middle cylinder, and the cylinder is fixedly installed in the middle of pond body, institute
Cylinder upper end sealing lower ending opening is stated, the sewage that the cylinder lateral wall is provided with opening, Aerobic Pond enters cylinder from opening, institute
Cylinder lower end is stated provided with water fender, the water fender is arranged at intervals with cylinder lower end, the sedimentation basin upper end is provided with annular overflow
It is annular gathering ground on the outside of weir, downflow weir, the gathering ground is provided with sedimentation basin delivery port.
Further, the coarse filtration pond includes filtering area and exhalant region, described if being provided with dry lattice in the filtering area
Grid is parallel and tilts, and the side of the grid is filtering area water inlet, and opposite side is filtering area delivery port, filtering area delivery port
Exhalant region is connected, the exhalant region is provided with water pump, and the sewage after grid is filtered is passed through heavy metals removal pond by water pump.
Further, the heavy metals removal pond is Magneto separate reaction tank, by adding magnetic Adsorption of Heavy Metals, Ran Houtong
The disk rotated is crossed by heavy metals removal.
Further, the Aerobic Pond is connected with air blast computer room, and air is passed through Aerobic Pond by air blower by admission line
Interior aerator, the Aerobic Pond upper end is provided with downflow weir close to the side of sedimentation basin.
Further, sedimentation basin and the sludge reflux pond is located in same level.
Further, it is equipped with agitating device in the anaerobic pond and anoxic pond.
Relative to prior art, sewage integrated treatment device of the present invention has the advantage that：
Sewage integrated treatment device of the present invention, passes through coarse filtration pond, heavy metals removal pond, flotation tank, anaerobism
Pond, anoxic pond, Aerobic Pond, sedimentation basin, fibre turntable filter chamber, the mutual cooperation of sludge reflux pond and quartz sand filtration tank, for
PH is adjusted, and can effectively be removed the metal in sewage by heavy metals removal pond, and effectively removes
Suspension, can reach discharge standard.
Brief description of the drawings
The accompanying drawing for constituting the part of the present invention is used for providing a further understanding of the present invention, schematic reality of the invention
Apply example and its illustrate to be used to explain the present invention, do not constitute inappropriate limitation of the present invention.In the accompanying drawings：
Fig. 1 is the schematic diagram of the sewage integrated treatment device described in the embodiment of the present invention.
Description of reference numerals：
1- coarse filtrations pond；101- filtering areas；102- exhalant regions；2- heavy metals removals pond；201- heavy metals removals pond intakes
Mouthful；202- heavy metals removals pond delivery port；3- flotation tanks；301- flotation tank water inlets；302- flotation tank delivery ports；4- anaerobism
Pond；5- anoxic ponds；6- Aerobic Ponds；7- sedimentation basins；701- pond bodies；702- cylinders；8- fibre turntable filter chambers；9- sludge refluxes pond；
10- quartz sand filtration tanks；11- storage basins；Between 12- sludge dewaterings.
Embodiment
It should be noted that in the case where not conflicting, the embodiment in the present invention and the feature in embodiment can phases
Mutually combination.
In the description of the invention, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " on ", " under ",
The orientation or position relationship of the instruction such as "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer " are
Based on orientation shown in the drawings or position relationship, it is for only for ease of the description present invention and simplifies description, rather than indicate or dark
Specific orientation must be had, with specific azimuth configuration and operation by showing the device or element of meaning, therefore it is not intended that right
The limitation of the present invention.In addition, term " first ", " second " etc. are only used for describing purpose, and it is not intended that indicating or implying phase
To importance or the implicit quantity for indicating indicated technical characteristic.Thus, the feature for defining " first ", " second " etc. can
To express or implicitly include one or more this feature.In the description of the invention, unless otherwise indicated, " multiple "
It is meant that two or more.
In the description of the invention, it is necessary to illustrate, unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or be integrally connected；Can
To be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected to by intermediary, Ke Yishi
The connection of two element internals.For the ordinary skill in the art, above-mentioned term can be understood by concrete condition
Concrete meaning in the present invention.
Describe the present invention in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
As shown in figure 1, a kind of sewage integrated treatment device, including it is sequentially connected the coarse filtration pond 1 connect, heavy metals removal
Pond 2, flotation tank 3, anaerobic pond 4, anoxic pond 5, Aerobic Pond 6, sedimentation basin 7, fibre turntable filter chamber 8, sludge reflux pond 9 and quartz sand
Filtering tank 10；
The sedimentation basin 7 is connected with sludge reflux pond 9, the sludge reflux pond 9 by pipeline respectively with anaerobic pond 4 and storage
Mud sump 11 is connected, and the storage basin 11 is connected between sludge dewatering 12；
Aerator is provided with the Aerobic Pond 6, sedimentation basin 7 between dosing with being connected.
Above-mentioned coarse filtration pond 1 water pump intakes the heavy metals removal pond that sewage is set by the upper end of heavy metals removal pond 2
Mouth 201 enters heavy metals removal pond 2, then from the heavy metals removal pond delivery port 202 less than heavy metals removal pond water inlet 201
From flotation tank 3 is flow to, flotation tank water inlet 301 and flotation tank delivery port 302 are located at the lower end of flotation tank 3, gone out from flotation tank 3
The sewage come enters the upper end of anaerobic pond 4, is connected between anaerobic pond 4 and anoxic pond 5 by the Vertical Channel of up/down perforation, anoxic
Pond 5 and Aerobic Pond 6 are disposed adjacent and bottom is communicated with mouth, sewage from the upper end of Aerobic Pond 6 by downflow weir side set it is good
The outflow of oxygen pond delivery port, and the part that the sewage in sedimentation basin 7, sedimentation basin 7 clarifies after precipitation is entered by pipeline entered
Enter and quartz sand filtration tank 10 is squeezed into by water pump again after fibre turntable filter chamber 8, be then discharged out；The dirt precipitated in sedimentation basin 7
Mud enters from the gravity flow of the bottom of sedimentation basin 7 is provided with pump in sludge reflux pond 9, sludge reflux pond 9, by the sludge in sludge reflux pond 9
A part is passed through anaerobic pond 4, and the sludge that a part is passed through in storage basin 11, storage basin 11 enters dirty from the gravity flow of the lower end of storage basin 11
12 between mud dehydration.
Above-mentioned flotation tank 3 include PH regulating reservoirs, PAC mixing pits, PAM mixing pits and aerated reaction pond, the sewage according to
Secondary process PH regulating reservoirs, PAC mixing pits, PAM mixing pits, which enter, is provided with aeration head in aerated reaction pond, aerated reaction pond, described
Aeration head is connected with dissolving
Above-mentioned sedimentation basin 7 includes pond body 701 and middle cylinder 702, and the cylinder 702 is fixedly installed in pond body 701
Between, the upper end of cylinder 702 seals lower ending opening, and the sewage that the side wall of cylinder 702 is provided with opening, Aerobic Pond 6 is from opening
Mouth enters cylinder 702, and the lower end of cylinder 702 is provided with water fender, and the water fender is arranged at intervals with the lower end of cylinder 702, described
The upper end of sedimentation basin 7 is provided with the gathering ground for annular on the outside of annular downflow weir, downflow weir, and the gathering ground is provided with sedimentation basin water outlet
Mouthful.
Above-mentioned coarse filtration pond 1 includes filtering area 101 and exhalant region 102, if being provided with dry lattice, institute in the filtering area 101
State grid parallel and tilt, the side of the grid is filtering area water inlet, and opposite side is filtering area delivery port, filtering area water outlet
Mouth connection exhalant region 102, the exhalant region 102 is provided with water pump, and the sewage after grid is filtered is passed through heavy metal by water pump
Except pond 2.
Above-mentioned heavy metals removal pond 2 is Magneto separate reaction tank, by the disk of rotation by heavy metals removal.
Above-mentioned Aerobic Pond 6 is connected with air blast computer room, and air is passed through the aeration in Aerobic Pond 6 by admission line by air blower
Device, the upper end of Aerobic Pond 6 is provided with downflow weir close to the side of sedimentation basin 7.
Above-mentioned sedimentation basin 7 and sludge reflux pond 9 are located in same level.
Agitating device is equipped with above-mentioned anaerobic pond 4 and anoxic pond 5.
Effect after being handled by above-mentioned sewage integrated treatment device is shown in Table 1
Contrast on effect before and after the sewage disposal of table 1
| Sequence number | Detection project | Before processing | After processing |
| 01 | pH | 4.7 | 7.8 |
| 02 | Iron content (mg/L) | 42 | 0.1 |
| 03 | Suspension (SS, mg/L) | 200 | 9 |
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
God is with principle, and any modification, equivalent substitution and improvements made etc. should be included in the scope of the protection.
Claims (9)
1. a kind of sewage integrated treatment device, it is characterised in that：The coarse filtration pond (1) that is connect including being sequentially connected, heavy metal are gone
Except pond (2), flotation tank (3), anaerobic pond (4), anoxic pond (5), Aerobic Pond (6), sedimentation basin (7), fibre turntable filter chamber (8), dirt
Mud backflow pool (9) and quartz sand filtration tank (10)；
The sedimentation basin (7) is connected with sludge reflux pond (9), the sludge reflux pond (9) by pipeline respectively with anaerobic pond (4)
It is connected with storage basin (11), the storage basin (11) (12) between sludge dewatering is connected；
Aerator is provided with the Aerobic Pond (6), sedimentation basin (7) is connected between dosing.
2. sewage integrated treatment device according to claim 1, it is characterised in that：The coarse filtration pond (1) uses water pump
The heavy metals removal pond water inlet (201) that sewage is set by heavy metals removal pond (2) upper end is promoted to heavy metals removal pond
(2), flotation tank is then flow to certainly from the heavy metals removal pond delivery port (202) less than heavy metals removal pond water inlet (201)
(3), flotation tank water inlet (301) and flotation tank delivery port (302) are located at the lower end of flotation tank (3), are come out from flotation tank (3)
Sewage enter the upper end of anaerobic pond (4), by the connection of the Vertical Channel of up/down perforation between anaerobic pond (4) and anoxic pond (5),
Anoxic pond (5) and Aerobic Pond (6) are disposed adjacent and bottom is communicated with mouth, and sewage passes through downflow weir one from Aerobic Pond (6) upper end
The Aerobic Pond delivery port outflow that side is set, and the sewage entered by pipeline in sedimentation basin (7), sedimentation basin (7) is by precipitation
Quartz sand filtration tank (10) is squeezed into the part clarified afterwards by water pump again after entering fibre turntable filter chamber (8), is then discharged out；Precipitation
From sedimentation basin (7) bottom, gravity flow enters sludge reflux pond (9) to the sludge precipitated in pond (7), is provided with sludge reflux pond (9)
Pump, anaerobic pond (4) is passed through by the sludge part in sludge reflux pond (9), and a part is passed through storage basin (11), storage basin (11)
In sludge from storage basin (11) lower end gravity flow enter sludge dewatering between (12).
3. sewage integrated treatment device according to claim 1, it is characterised in that：The flotation tank (3) is adjusted including PH
Pond, PAC mixing pits, PAM mixing pits and aerated reaction pond are saved, the sewage sequentially passes through PH regulating reservoirs, PAC mixing pits, PAM
Mixing pit, which enters, is provided with aeration head in aerated reaction pond, aerated reaction pond, the aeration head is connected with dissolving.
4. sewage integrated treatment device according to claim 1, it is characterised in that：The sedimentation basin (7) includes pond body
(701) and middle cylinder (702), the cylinder (702) is fixedly installed in the middle of pond body (701), cylinder (702) upper end
Lower ending opening is sealed, the sewage that cylinder (702) side wall is provided with opening, Aerobic Pond (6) enters cylinder from opening
(702), cylinder (702) lower end is provided with water fender, and the water fender is arranged at intervals with cylinder (702) lower end, the precipitation
Pond (7) upper end is provided with the gathering ground for annular on the outside of annular downflow weir, downflow weir, and the gathering ground is provided with sedimentation basin delivery port.
5. sewage integrated treatment device according to claim 1, it is characterised in that：The coarse filtration pond (1) included
Area (101) and exhalant region (102), the filtering area (101) are filtered if interior be provided with dry lattice, the grid is parallel and tilts, described
The side of grid is filtering area water inlet, and opposite side is filtering area delivery port, filtering area delivery port connection exhalant region (102), institute
Exhalant region (102) is stated provided with water pump, the sewage after grid is filtered is passed through heavy metals removal pond (2) by water pump.
6. sewage integrated treatment device according to claim 1, it is characterised in that：The heavy metals removal pond (2) is
Magneto separate reaction tank, by adding magnetic Adsorption of Heavy Metals, then by the disk of rotation by heavy metals removal.
7. sewage integrated treatment device according to claim 1, it is characterised in that：The Aerobic Pond (6) and air blower
Room is connected, and air is passed through the aerator in Aerobic Pond (6) by admission line by air blower, and Aerobic Pond (6) upper end is leaned on
The side of nearly sedimentation basin (7) is provided with downflow weir.
8. sewage integrated treatment device according to claim 1, it is characterised in that：Sedimentation basin (7) and sludge reflux pond
(9) it is located in same level.
9. sewage integrated treatment device according to claim 1, it is characterised in that：The anaerobic pond (4) and anoxic pond
(5) agitating device is equipped with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710577129.2A CN107151085B (en) | 2017-07-14 | 2017-07-14 | Sewage integrated treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710577129.2A CN107151085B (en) | 2017-07-14 | 2017-07-14 | Sewage integrated treatment device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107151085A true CN107151085A (en) | 2017-09-12 |
| CN107151085B CN107151085B (en) | 2023-12-22 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710577129.2A Active CN107151085B (en) | 2017-07-14 | 2017-07-14 | Sewage integrated treatment device |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108862869A (en) * | 2018-07-17 | 2018-11-23 | 成都赋阳技术开发有限公司 | A kind of sewage purification processing system and processing method |
| CN109621543A (en) * | 2018-12-29 | 2019-04-16 | 江苏金梓环境科技股份有限公司 | Precipitation separation device and its integrated multielement sewage disposal system |
| CN115140892A (en) * | 2022-06-28 | 2022-10-04 | 浙江晶立捷环境科技有限公司 | Integrated skid-mounted wastewater treatment equipment |
| CN115557622A (en) * | 2022-08-22 | 2023-01-03 | 黄剑锋 | Intelligent adjustable sewage treatment equipment for heavy industry enterprises |
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| CN115140892A (en) * | 2022-06-28 | 2022-10-04 | 浙江晶立捷环境科技有限公司 | Integrated skid-mounted wastewater treatment equipment |
| CN115140892B (en) * | 2022-06-28 | 2023-06-06 | 浙江晶立捷环境科技有限公司 | Integrated skid-mounted wastewater treatment equipment |
| CN115557622A (en) * | 2022-08-22 | 2023-01-03 | 黄剑锋 | Intelligent adjustable sewage treatment equipment for heavy industry enterprises |
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| CN107151085B (en) | 2023-12-22 |
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