CN210620459U - Integrated integrated water purifying equipment with drainage sludge discharge recovery device - Google Patents
Integrated integrated water purifying equipment with drainage sludge discharge recovery device Download PDFInfo
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- CN210620459U CN210620459U CN201921390339.1U CN201921390339U CN210620459U CN 210620459 U CN210620459 U CN 210620459U CN 201921390339 U CN201921390339 U CN 201921390339U CN 210620459 U CN210620459 U CN 210620459U
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- Prior art keywords
- zone
- water
- backwash
- integrated
- flocculation
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 44
- 239000010802 sludge Substances 0.000 title claims abstract description 14
- 238000011084 recovery Methods 0.000 title claims abstract description 8
- 238000001914 filtration Methods 0.000 claims abstract description 23
- 238000005189 flocculation Methods 0.000 claims abstract description 16
- 230000016615 flocculation Effects 0.000 claims abstract description 16
- 239000002351 wastewater Substances 0.000 claims abstract description 12
- 238000000746 purification Methods 0.000 claims abstract description 10
- 238000004062 sedimentation Methods 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract 2
- 239000010959 steel Substances 0.000 claims abstract 2
- 238000010992 reflux Methods 0.000 claims description 12
- 238000007599 discharging Methods 0.000 claims description 3
- 239000010865 sewage Substances 0.000 claims description 3
- 238000004064 recycling Methods 0.000 claims 1
- 230000009467 reduction Effects 0.000 abstract description 6
- 239000006004 Quartz sand Substances 0.000 abstract description 3
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 abstract description 3
- 238000006243 chemical reaction Methods 0.000 abstract description 3
- 239000013049 sediment Substances 0.000 abstract description 2
- 239000008394 flocculating agent Substances 0.000 abstract 1
- 238000011001 backwashing Methods 0.000 description 6
- 238000004134 energy conservation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
An integrated water purifying device with a drainage and sludge discharge recovery device integrates flocculation, sedimentation, filtration and backflow. The structure divide into the steel structure, and flocculation, sediment, filtration go on in proper order, and the raw water takes place flocculation reaction in net flocculation area after mixing with the flocculating agent, gets into the pipe chute settling zone afterwards, and rivers pass through quartz sand filter layer after the sedimentation zone takes place the sedimentation reaction, accomplish the purification, reach water quality of water requirement. And be equipped with the backward flow district behind the filtering area of equipment, backwash and blowdown waste water pass through the pipeline and get into the backward flow district, and the backward flow district is divided into mud collection district and waste water backward flow district, and mud collection district sets up mud collection baffle and is used for the mud collection, regularly manually opens blow-down pipe row mud, and the built-in backwash pump of waste water backward flow district carries out the backward flow with backwash water, flows back to the raw water inlet pipe through the return line, gets into equipment again and handles to realize energy saving and emission reduction's purpose.
Description
Technical Field
The utility model belongs to the water purification treatment field relates to an integrative water purification unit of integrated form that contains drainage mud discharging recovery unit.
Background
In the aspect of water purification treatment, equipment can carry out row mud and backwash through flocculation, sediment, filtration, back operation a period, and the backwash row mud all can have a large amount of waste water discharges at every turn, and the discharge is that waste water gets into the drainage row mud pond and arranges outward, and connecting line is longer between the relevant equipment, causes great waste to be not conform to national energy saving and emission reduction's call, and this kind of arrangement mode not only area is great, construction cost is high and the later stage drops into operation maintenance work inconvenience.
In view of the above situation, for meeting the social demand for energy conservation and emission reduction, the utility model discloses the personnel have done careful analytical research, provide the utility model technical scheme that can solve the problem.
Disclosure of Invention
To the deficiency of the prior art, the utility model provides an integrative water purification unit of integrated form that contains drainage mud discharging recovery unit.
The flocculation, the sedimentation, the filtration and the backflow are integrated and sequentially arranged in sequence, so that the treatment purpose is achieved, the space can be reasonably utilized, the cost is saved, and the purposes of energy conservation and emission reduction are achieved.
Raw water enters an integrated water purification device, firstly enters a water distribution area at the bottom of the device, and is uniformly distributed; then slowly enters a high-concentration flocculation area to carry out thorough coagulation reaction; then entering an inclined tube settling zone, and rapidly settling particles in water under the action of an inclined tube; the clear water at the upper layer flows into a water collecting tank from the separation area and enters a filtering area through a water outlet pipe, and the settled sludge at the lower layer is concentrated at the bottom of the device and is discharged at regular time; the water flow passes through the quartz sand filter layer and is fully contacted with the filter material for filtering, so that small particle impurities which cannot be precipitated in the precipitation zone are further removed, the purification is finished, and the requirement of the effluent quality is met. And be equipped with the backward flow district behind the filtering area of equipment, backwash and blowdown waste water pass through the pipeline and get into the backward flow district, and the backward flow district is divided into mud collection district and waste water backward flow district, and mud collection district sets up the mud collection baffle and is used for the mud collection, regularly arranges mud manually, and the built-in backwash water of waste water backward flow district pump flows back backwash water, flows back to the former water inlet pipe through the return line, gets into equipment again and handles to realize energy saving and emission reduction's purpose.
Drawings
The present invention will now be described with reference to the accompanying drawings, in which: fig. 1 is a schematic structural diagram of an embodiment of the present invention, in which the sequence numbers are described as follows: (1) the device comprises a water inlet pipe, (2) a flocculation zone, (3) a sedimentation zone, (4) a filtration zone, (5) a reflux zone, (6) a reflux pump, (7) a reflux pipeline, (8) a sludge discharge pipeline, (9) a sludge collection baffle, (10) a blow-down pipe, (11) a backwashing water inlet pipe, and (12) a water outlet pipe.
Detailed Description
The principles and features of this invention are described below in conjunction with the following drawings, which are set forth by way of illustration only and are not intended to limit the scope of the invention.
Raw water enters a grid flocculation area (2) through a water inlet pipe (1), flows into a sedimentation area (3) at the bottom after being subjected to flocculation treatment in the grid flocculation area, the sedimentation area (3) adopts an inclined pipe sedimentation process, the water subjected to sedimentation treatment enters a filtering area (4), and the water which meets the national requirements flows out through a water outlet pipe (12) under the filtering action of a quartz sand homogeneous filtering material in the filtering area.
Can produce mud in flocculation district (2), settling zone (3) bottom after equipment operation a period, the valve everywhere of mud pipe (8) is opened, and the mud of discharge bottom, mud flow-in backward flow district (5) accumulate in album mud baffle (9), regularly open blow-down pipe (10), discharge long-pending mud.
After the filtering area (5) operates for a period of time, the valve at the position of the water outlet pipe (12) is closed when the filtering effect cannot be expected, the valve at the position of the backwashing water inlet pipe (11) is opened, backwashing treatment is carried out on the filtering material through the backwashing pump, the backwashing sewage valve is opened and is discharged into the backflow area (5) through the sludge discharge pipeline (8), so that the cleaning purpose is achieved, the valve at the position of the sewage discharge pipe is closed after backwashing is finished, and normal water production is recovered.
When backwash wastewater accumulated in the reflux area (5) reaches the starting liquid level of the reflux pump (6), the reflux pump (6) can be started to reflux the backwash wastewater to the front end of the equipment water inlet pipe (1) through the reflux pipeline (7) and enter the equipment for continuous treatment, so that the wastewater reflux function is realized, and the purposes of energy conservation and emission reduction are achieved.
In the description herein, reference to the term "implementation example" means that a particular method, apparatus, or feature described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above are not necessarily intended to refer to the same embodiment or example. Furthermore, the particular features, methods, apparatuses, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, various embodiments or examples and features of different embodiments or examples described in this specification can be combined and combined by one skilled in the art without contradiction.
The present invention is not limited to the above preferred embodiments, and any modifications, equivalent replacements, improvements, etc. within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (5)
1. The utility model provides an integrative water purification unit of integrated form that contains drainage mud recovery unit, characterized by, equipment structure includes following part: flocculation district (2), settling zone (3), filtering area (4), backwash zone (5), inlet water pipe (1) is arranged to flocculation district (2) one side, opposite side and settling zone (3) intercommunication, settling zone (3) and filtering area (4) intercommunication, establish backwash zone (5) behind filtering area (4), flocculation district (2), settling zone (3), filtering area (4) blowdown is connected and is arranged mud pipeline (8), arrange mud pipeline (8) and get into backwash zone (5), backwash zone (5) built-in backwash pump (6) and collection mud baffle (9), backwash pump (6) connect backflow pipeline (7), backflow pipeline (7) are connected back inlet water pipe (1) and are gone up, blow-down pipe (10) are established to the backwash zone, backwash inlet pipe (11) and outlet pipe (12) are established to filtering area (4) one side.
2. The integrated water purifying apparatus with the discharged sludge recycling device as claimed in claim 1, wherein the apparatus is of an integrated steel structure.
3. An integrated water purification apparatus comprising a sludge discharge recovery device as claimed in claim 1, wherein a recirculation zone (5) is added after the filtration zone (4).
4. The integrated water purifying apparatus comprising the discharged water sludge recovering device as claimed in claim 1, wherein the sewage waste water from the flocculation zone (2), the sedimentation zone (3) and the filtration zone (4) is returned to the return zone (5) via a pipe.
5. The integrated water purification device with the drainage and sludge discharge recovery device as claimed in claim 1, wherein the reflux area (5) is internally provided with a reflux pump (6) and a sludge collection baffle (9), the reflux pump is connected with a raw water pipeline through a pipeline, and the sludge collection baffle (9) is used for collecting and discharging sludge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921390339.1U CN210620459U (en) | 2019-08-26 | 2019-08-26 | Integrated integrated water purifying equipment with drainage sludge discharge recovery device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921390339.1U CN210620459U (en) | 2019-08-26 | 2019-08-26 | Integrated integrated water purifying equipment with drainage sludge discharge recovery device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210620459U true CN210620459U (en) | 2020-05-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921390339.1U Active CN210620459U (en) | 2019-08-26 | 2019-08-26 | Integrated integrated water purifying equipment with drainage sludge discharge recovery device |
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| Country | Link |
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| CN (1) | CN210620459U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115477410A (en) * | 2021-06-15 | 2022-12-16 | 青岛鑫源环保集团有限公司 | Integrated water purifying equipment |
-
2019
- 2019-08-26 CN CN201921390339.1U patent/CN210620459U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115477410A (en) * | 2021-06-15 | 2022-12-16 | 青岛鑫源环保集团有限公司 | Integrated water purifying equipment |
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