CN201085947Y - High-load rotational flow deposition clarifier - Google Patents
High-load rotational flow deposition clarifier Download PDFInfo
- Publication number
- CN201085947Y CN201085947Y CNU2007200329122U CN200720032912U CN201085947Y CN 201085947 Y CN201085947 Y CN 201085947Y CN U2007200329122 U CNU2007200329122 U CN U2007200329122U CN 200720032912 U CN200720032912 U CN 200720032912U CN 201085947 Y CN201085947 Y CN 201085947Y
- Authority
- CN
- China
- Prior art keywords
- water
- pipe
- discharge pipeline
- load capacity
- inlet pipe
- 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.)
- Expired - Lifetime
Links
- 230000008021 deposition Effects 0.000 title description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 50
- 238000006243 chemical reaction Methods 0.000 claims abstract description 13
- 239000010802 sludge Substances 0.000 claims abstract description 7
- 238000000151 deposition Methods 0.000 claims description 14
- 239000013049 sediment Substances 0.000 claims description 11
- 230000007704 transition Effects 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 2
- 238000000926 separation method Methods 0.000 description 13
- 238000001556 precipitation Methods 0.000 description 7
- 239000003814 drug Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 239000002245 particle Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 239000012535 impurity Substances 0.000 description 3
- 230000001112 coagulating effect Effects 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005189 flocculation Methods 0.000 description 2
- 230000016615 flocculation Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 238000010992 reflux Methods 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Images
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- Cyclones (AREA)
Abstract
The utility model relates to a water treatment device, particularly to a high-capacity swirling flow settling tank, which comprises a water inlet pipe (1), a water outlet pipe (12) and a porous sloped pipe (9). The utility model is characterized in that the water inlet pipe is disposed in a swirling flow settler (2), the swirling flow settler (2) is fixedly installed in a reaction cylinder (3), the reaction cylinder (3) is communicated with a diversion conduit (4), a water distributor (5) is disposed at the outlet of the diversion conduit (4) and communicated with a transitional settling zone (15) via a water distributing pipe (6) and a perforated water distributing pipe (7), the porous sloped pipe (9) is disposed in the transitional settling zone (15), and a triangular water outlet weir (10) is disposed in a clear water zone (16) above the porous sloped pipe (9) and communicated with the water outlet pipe (12). The utility model has the advantages of compact structure, small floor area, low construction investment, sludge recirculation, uniform water distribution, secondary separationand high upflow velocity of water.
Description
Technical field:
The utility model relates generally to the device of water treatment, relates in particular to a kind of settling pond.
Background technology:
At present, in water treatment procedure, generally all use independently sedimentation basin or depositing reservoir, or utilize the depositing reservoir of microorganism or graphite powder to carry out water purification, it is by filter or use some chemical substances to impel the contamination precipitation in the water to be clean and make its separation, the general structure of the employed equipment of these methods is more complicated all, and not only investment is high and power consumption is big.Because the difficult control of sludge volume, cause excessive spoil disposal or because problem such as water distribution is irregular influences effluent quality through regular meeting.
Summary of the invention:
The purpose of this utility model is to avoid the deficiencies in the prior art part and a kind of high load capacity cyclone sediment depositing reservoir is provided, its compact conformation, and floor space is little, construction investment is economized, and body refuse refluxes, and water distribution is even, realize secondary separation, the settling pond that the upflow velocity of water is high.
The purpose of this utility model can be by realizing by the following technical solutions: a kind of high load capacity cyclone sediment depositing reservoir, include water inlet pipe (1), outlet pipe (12), honeycomb inclined-tube (9), being characterized in also including water inlet pipe (1) is arranged in the eddy flow desilting device (2), most of silt particle is separated from water, be the mud-water separation first time; Reaction container (3) is connected in outside the eddy flow desilting device (2), and current carry out the oxidized coagulated contact precipitation of medicament in reaction container (3) separates, and is the mud-water separation second time.Its reaction container (3) is connected with aqueduct (4), is provided with water-locator (5) in the exit of aqueduct (4), and current are distributed uniformly.Water-locator (5) is connected with transition settling zone (15) by sparge pipe (6) and perforation sparge pipe (7), in transition settling zone (15), be provided with honeycomb inclined-tube (9), be provided with triangle effluent weir (10) in the clear water zone (16) of honeycomb inclined-tube (9) top, triangle effluent weir (10) is connected with outlet pipe (12).
Described high load capacity cyclone sediment depositing reservoir, described reaction container (3) inside also is provided with annular discharge pipeline (8), and annular discharge pipeline has the hole on (8), and pore size distribution can fully be discharged the materials of separating such as silt at pipe up and down.Annular discharge pipeline (8) is connected with discharge pipeline (11), and discharge pipeline (11) is connected with water inlet pipe (1) by active sludge return duct (13) and screw pump (14) again.Active sludge return duct (13) can play at the muddy water of discharging through mud-water separation for the first time and helps the effect of coagulating entering water in the pond, also can add the input of flocculation medicament, and silt particle and the easy precipitation separation of impurity in the former water are come out.
Described high load capacity cyclone sediment depositing reservoir, described swirling flow sand-settling device (2) is the cone that the bottom is provided with opening, discharge from opening from materials such as the isolated silts of swirling flow sand-settling device (2), below opening, be provided with mud awl (17), mud awl (17) has the angle of inclination of 35-50 degree, can prevent the deposition of silt at the bottom of the pond.
The beneficial effects of the utility model are: body refuse refluxes, water distribution is even, realize secondary separation, in the water treatment procedure, make the total coconversion of water (flow) direction 4 times, add the oxidized coagulated contact precipitation of cyclone sediment and medicament, thereby make the silt particle in the former water be separated removal with various impurity, thereby obtain the effluent quality of turbidity below 10NTU, pass through the honeycomb inclined-tube precipitation process again, delivery turbidity can reach below the 3NTU.Upflow velocity is up to (it is high promptly to handle load) 2mm/s, so the advantage of the high load capacity disposal ability of innovative technology of the present utility model clearly can also be saved the area.
Description of drawings:
Fig. 1 is a structural representation of the present utility model.
The specific embodiment:
Be described in further detail below in conjunction with the most preferred embodiment shown in the accompanying drawing:
Claims (4)
1. high load capacity cyclone sediment depositing reservoir, include water inlet pipe (1), outlet pipe (12), honeycomb inclined-tube (9), it is characterized in that also including water inlet pipe (1) is arranged in the eddy flow desilting device (2), eddy flow desilting device (2) is fixedly mounted in the reaction container (3), reaction container (3) is connected with aqueduct (4), be provided with water-locator (5) in the exit of aqueduct (4), water-locator (5) is connected with transition settling zone (15) by sparge pipe (6) and perforation sparge pipe (7), in transition settling zone (15), be provided with honeycomb inclined-tube (9), be provided with triangle effluent weir (10) in the clear water zone (16) of honeycomb inclined-tube (9) top, triangle effluent weir (10) is connected with outlet pipe (12).
2. high load capacity cyclone sediment depositing reservoir as claimed in claim 1, it is characterized in that described reaction container (3) inside also is provided with annular discharge pipeline (8), annular discharge pipeline (8) is connected with discharge pipeline (11), and discharge pipeline (11) is connected with water inlet pipe (1) by active sludge return duct (13) and screw pump (14) again.
3. high load capacity cyclone sediment depositing reservoir as claimed in claim 2 is characterized in that described annular discharge pipeline (8) is provided with the mudhole that is used for spoil disposal.
4. high load capacity cyclone sediment depositing reservoir as claimed in claim 1 is characterized in that the bottom of described swirling flow sand-settling device (2) is provided with spoil disposal awl (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200329122U CN201085947Y (en) | 2007-09-21 | 2007-09-21 | High-load rotational flow deposition clarifier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200329122U CN201085947Y (en) | 2007-09-21 | 2007-09-21 | High-load rotational flow deposition clarifier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201085947Y true CN201085947Y (en) | 2008-07-16 |
Family
ID=39633536
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200329122U Expired - Lifetime CN201085947Y (en) | 2007-09-21 | 2007-09-21 | High-load rotational flow deposition clarifier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201085947Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102134128A (en) * | 2010-01-25 | 2011-07-27 | 白连福 | Softening device of raw water circulation fluidized-suspension bed |
| CN102247716A (en) * | 2011-06-14 | 2011-11-23 | 江苏新龙鼎环保成套工程有限公司 | Pressure type water purification treatment equipment with multi-layer structure |
| CN101843992B (en) * | 2009-03-23 | 2012-05-30 | 甘肃金桥给水排水设计与工程(集团)有限公司 | Vortex settling pond |
| CN112225337A (en) * | 2020-11-20 | 2021-01-15 | 甘肃朗乾环境科学研究有限公司 | High-turbidity surface water precipitation ultrafiltration treatment equipment |
| CN114772693A (en) * | 2022-03-18 | 2022-07-22 | 河北恒特环保工程有限公司 | Efficient micro-sand circulating precipitation device and method thereof |
-
2007
- 2007-09-21 CN CNU2007200329122U patent/CN201085947Y/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101843992B (en) * | 2009-03-23 | 2012-05-30 | 甘肃金桥给水排水设计与工程(集团)有限公司 | Vortex settling pond |
| CN102134128A (en) * | 2010-01-25 | 2011-07-27 | 白连福 | Softening device of raw water circulation fluidized-suspension bed |
| CN102247716A (en) * | 2011-06-14 | 2011-11-23 | 江苏新龙鼎环保成套工程有限公司 | Pressure type water purification treatment equipment with multi-layer structure |
| CN112225337A (en) * | 2020-11-20 | 2021-01-15 | 甘肃朗乾环境科学研究有限公司 | High-turbidity surface water precipitation ultrafiltration treatment equipment |
| CN114772693A (en) * | 2022-03-18 | 2022-07-22 | 河北恒特环保工程有限公司 | Efficient micro-sand circulating precipitation device and method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| C56 | Change in the name or address of the patentee |
Owner name: GANSU GOLDEN BRIGE WATER TECHNOLOGY (GROUP) CO., L Free format text: FORMER NAME: GANSU JINQIAO WATER TREATMENT TECHNOLOGY ENGINEERING LTD. |
|
| CB03 | Change of inventor or designer information |
Inventor after: Wang Gang Inventor after: Zhang Wenhua Inventor after: Chai Shangcheng Inventor after: Shang Xiaopeng Inventor after: Jiang Jianjun Inventor before: Zhuang Changxi Inventor before: Zhang Wenhua Inventor before: Wang Jiwu Inventor before: Wang Gang |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: ZHUANG CHANGXI ZHANG WENHUA WANG JIWU WANG GANG TO: WANG GANG ZHANG WENHUA CHAI SHANGCHENG SHANG XIAOPENG JIANG JIANJUN |
|
| CP03 | Change of name, title or address |
Address after: 730030, 6 floor, Xin Sheng building, 279 Jiuquan Road, Chengguan District, Gansu, Lanzhou Patentee after: Gansu Jinqiao water science and Technology (Group) Limited by Share Ltd Address before: 730030, Lanzhou Central Plaza, Gansu, 6 floor Patentee before: Gansu Jinqiao Water Treatment Technique Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20080716 |