CN201085947Y - High-load rotational flow deposition clarifier - Google Patents

High-load rotational flow deposition clarifier Download PDF

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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
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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
Application number
CNU2007200329122U
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Chinese (zh)
Inventor
庄昌玺
张文华
王继武
王刚
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Gansu Jinqiao water science and Technology (Group) Limited by Share Ltd
Original Assignee
GANSU JINQIAO WATER TREATMENT TECHNIQUE Ltd
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Priority to CNU2007200329122U priority Critical patent/CN201085947Y/en
Application granted granted Critical
Publication of CN201085947Y publication Critical patent/CN201085947Y/en
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Expired - Lifetime legal-status Critical Current

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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

High load capacity cyclone sediment depositing reservoir
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:
Embodiment 1, see Fig. 1, a kind of high load capacity cyclone sediment depositing reservoir, include water inlet pipe 1, outlet pipe 12, honeycomb inclined-tube 9, water inlet pipe 1 is arranged in the eddy flow desilting device 2, carries out rotational flow separation and Gravity Separation, rely on the pressure and the gravity of water self, the rotation in eddy flow desilting device 2 of current nature is separated most of silt particle from water, be the mud-water separation first time.Reaction container 3 is connected in outside the eddy flow desilting device 2, after the current process eddy flow desilting device 2, enters in the reaction container interior 3, carries out the oxidized coagulated contact precipitation of medicament and separates, and is the mud-water separation second time.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, is provided with honeycomb inclined-tube 9 in transition settling zone 15, is provided with triangle effluent weir 10 in the clear water zone 16 above honeycomb inclined-tube 9, and triangle effluent weir 10 is connected with outlet pipe 12.Described reaction container 3 inside also are provided with annular discharge pipeline 8, have the hole on the annular discharge pipeline 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 swirling flow sand-settling device 2 is cones that the bottom is provided with opening, discharges from opening from materials such as swirling flow sand-settling device 2 isolated silts, is provided with spoil disposal awl 17 below opening, and spoil disposal awl 17 has the angle of inclination of 45 degree, can prevent the deposition of silt at the bottom of the pond.

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).
CNU2007200329122U 2007-09-21 2007-09-21 High-load rotational flow deposition clarifier Expired - Lifetime CN201085947Y (en)

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

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CNU2007200329122U Expired - Lifetime CN201085947Y (en) 2007-09-21 2007-09-21 High-load rotational flow deposition clarifier

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CN (1) CN201085947Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
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

Cited By (4)

* Cited by examiner, † Cited by third party
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

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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