CN102126775B - Integrated high-efficient contact flocculation reactor - Google Patents

Integrated high-efficient contact flocculation reactor Download PDF

Info

Publication number
CN102126775B
CN102126775B CN2011101020865A CN201110102086A CN102126775B CN 102126775 B CN102126775 B CN 102126775B CN 2011101020865 A CN2011101020865 A CN 2011101020865A CN 201110102086 A CN201110102086 A CN 201110102086A CN 102126775 B CN102126775 B CN 102126775B
Authority
CN
China
Prior art keywords
flocculation
unit
reactor
integrated high
water
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 - Fee Related
Application number
CN2011101020865A
Other languages
Chinese (zh)
Other versions
CN102126775A (en
Inventor
田秉晖
马玉涛
辛丽花
王秀
罗久鹏
贾大伟
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.)
Research Center for Eco Environmental Sciences of CAS
Original Assignee
Research Center for Eco Environmental Sciences of CAS
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Research Center for Eco Environmental Sciences of CAS filed Critical Research Center for Eco Environmental Sciences of CAS
Priority to CN2011101020865A priority Critical patent/CN102126775B/en
Publication of CN102126775A publication Critical patent/CN102126775A/en
Application granted granted Critical
Publication of CN102126775B publication Critical patent/CN102126775B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

The invention discloses a flocculation reaction process and sedimentation clarification process integrated high-efficient flocculation water treatment equipment, namely an integrated high-efficient contact flocculation reactor. The reactor is characterized by comprising a sedimentation unit, a flocculation unit and a water discharge unit which are distributed longitudinally, wherein the sedimentation unit consists of a mud storage area and a mud discharging facility and is positioned at the lowermost end of the reactor; the flocculation unit is arranged on the middle part of the reactor and consists of a high-speed rotational flow area, a rotational flow control area, a square and circular connector, a bevel board sedimentation area and an upward-floating filtering separation area; and the water discharge unit is positioned at the upper end of the reactor and consists of a clear water area and a water discharge pipe. The reactor is used in a water treatment flocculation process, can effectively improve the efficiency and the effect of a flocculation reaction, improve the quality of discharged water and enhance the impact load resistance, has the characteristics of compact structure, low operation cost and the like and is convenient to mount and construct.

Description

Integrated high-efficiency contact flocculation reactor drum
Technical field
The present invention relates to a kind of integrated high-efficiency contact flocculation reactor drum, is a kind of efficient flocculating clarification equipment.
Background technology
In water treatment system, particularly in drinking water purification system, flocculation reaction is the important step of water treatment procedure.Flocculation reactor is a kind of small suspended substance in the flocculation agent and water that in water, adds behind the flocculation agent; Colloidal solid generation flocculation reaction; Make the small-particle cohesion grow up to oarse-grained device, Cyclonic reactor is arranged usually, and (invent a kind of flocculation reactor like patent CN101786706A, this reactor drum is by width continually varying spiral sluice; Current current gradient in spiral sluice change continuously and diminish gradually can satisfy the quick growth of particulate also to reduce the big scale particulate broken), magnetic flocculation reactor (invents a kind of overflow sewage magnetic flocculation reactor like patent CN101948198A; This reactor drum through fast with the dual throwing out of stirring area at a slow speed, the suspended particle that the magnetic kind is met in the flocculation agent absorption sewage forms the magnetic force flco, through magnetic separating device; In water, adsorbed fast by disk; Realize that the magnetic kind separates and recycle), (invented a kind of material filling type flocculation reactor like patent CN1727286A, this reactor drum can improve the micro swirl density of flocculation reactor to the material filling type flocculation reactor to greatest extent, significantly shortens the reaction times; Improve flocculating effect, avoid deposition to prevent to block.), the grid reaction pond (invents a kind of change aperture grid flocculation equipment like patent CN2560635Y; This invention is through becoming the distribution of aperture grid adjustment interior flow of homogenizing passage and flow velocity; The net current were formed in a large number at high proportion in the full tunnel scope, and high-intensity micro-vortex increases particulate probability of collision in the water; Improve reflection efficient) etc. reaction formation, treatment effect and efficient improve constantly.
Technology is in the past only paid attention to fluidic macroscopic view water conservancy condition usually; And owing to micro-vortex yardstick theory is not in depth explained the flocculation kinetics origin cause of formation; Also fail simultaneously to set up and theoretical the getting in touch of velocity slope, therefore in the flocculation engineering, be not able to widespread use always.Up to over past ten years, begin to pay attention to studying theoretical coagulation kinetics mechanism of micro-vortex and the application in its engineering practice both at home and abroad.At present, relevant micro-vortex yardstick Study on Theory and application all in development, are estimated can in water treatment, have breakthrough in the near future.
Summary of the invention
In order to address the above problem, the present invention provides a kind of integrated high-efficiency contact flocculation reactor drum, and reactor bottom is the settling region and is provided with storage mud district that store the Ni Qu bottom and be provided with shore pipe and mud return line, shore pipe leads to outside sludge collector.Bottom, high-speed rotational district links to each other with mud storage pool; Top is provided with the eddy flow control region successively, circumference junctor, sloping plate deposition district and come-up filtering separation district; Eddy flow control region inwall is provided with flow-stopping plate; Inside, sloping plate deposition district is provided with swash plate, and upper end, come-up filtering separation district is provided with steel mesh and lays buoyant, and upper end, come-up filtering separation district is provided with clear water zone and rising pipe and the upflow tube supporting with it.
Be the too rapid flocculating effect that influences of current that prevents the high-speed rotational district; Be provided with the eddy flow control region in upper end, high-speed rotational district; Inside, described eddy flow control region evenly is provided with shelves stream plate, can effectively reduce the turbulent extent of current, and flocculation reaction can be carried out smoothly.
The invention has the advantages that:
1, a kind of more optimal flocculation reactor is provided, it is poor to solve the ubiquitous decontamination effect improving in flocculation reflection pond, and efficient is low, complicacy is installed, problems such as maintenance difficult;
2, can give full play to throwing out, and collection reaction, be deposited in one, improve effluent quality, effectively reduce floor space, simplify and install and operational procedure;
3, help realizing automatic control, maintenance load is little, convenient management, and energy consumption is low, reduces the cost of water treatment greatly.
Description of drawings
Fig. 1 structural representation of the present invention
Fig. 2 clear water zone vertical view
Clear and the pool side-view of Fig. 3
Fig. 4 filtering separation district vertical view that floats
Fig. 5 filtering separation district side-view that floats
Fig. 6 sloping plate deposition district vertical view
Fig. 7 sloping plate deposition district side-view
Fig. 8 has an area of the junctor vertical view
Fig. 9 has an area of the junctor side-view
Figure 10 eddy flow control region vertical view
Figure 11 eddy flow control region side-view
Figure 12 high-speed rotational district vertical view
Figure 13 high-speed rotational district side-view
Figure 14 stores mud district vertical view
Figure 15 stores mud district side-view

Claims (6)

1. integrated high-efficiency contact flocculation reactor drum is divided into precipitation unit, flocculation unit and water unit from top to bottom; It is characterized in that precipitation unit is provided with mud storage pool (7), the bottom is connected to shore pipe (12) and body refuse return line (11), and shore pipe (12) leads to outside sludge collector; The flocculation unit is provided with high-speed rotational district (6) and joins with upper end, storage mud district (7), and high-speed rotational district (6) upper end is provided with eddy flow control region (5), is provided with circumference junctor (4), sloping plate deposition district (3) and come-up filtrating area (2) on eddy flow control region (5) successively; Water unit is provided with clear water zone (1), and clear water zone (1) side is respectively equipped with rising pipe (9) and upflow tube (8).
2. integrated high-efficiency contact flocculation reactor drum according to claim 1; It is characterized in that: eddy flow control region (5) are that diameter is the cylindric of 100-150cm, and its inwall evenly is provided with 6 shelves stream plates, and shelves stream plate is a curved line trangle; With height such as eddy flow control region (5) grade, width is 20-30cm.
3. integrated high-efficiency contact flocculation reactor drum according to claim 1 is characterized in that: sloping plate deposition district (3) are the square of 100-150cm for the length of side, high 50-80cm, and inside is made up of a plurality of swash plates that are obliquely installed.
4. integrated high-efficiency contact flocculation reactor drum according to claim 1 is characterized in that: come-up filtrating area (2) upper end is provided with steel mesh, is equipped with suspended filter material on the steel mesh, can filter the bigger suspended matter of volume.
5. integrated high-efficiency contact flocculation reactor drum according to claim 1 is characterized in that: vertically distribute from top to bottom, each connection portion of reactor drum adopts outward flange to connect, and uses silica gel sealing; Steel mesh is connected through inside flange with come-up filtrating area (2); The inner swash plate in sloping plate deposition district (3) adopts national standard manufacturing and installation; Supporting pipelines and valve adopt national standard manufacturing and installation.
6. integrated high-efficiency contact flocculation reactor drum according to claim 1 is characterized in that: can handle micro pollution drinking water source, and the flocculation stable water outlet, delivery turbidity is less than 3NTU; The residence time reduces 50% than inclined plate sedimentation pond, and recoil increases by 3 times pitch time, and the recoil water yield reduces 2/3rds.
CN2011101020865A 2011-04-22 2011-04-22 Integrated high-efficient contact flocculation reactor Expired - Fee Related CN102126775B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011101020865A CN102126775B (en) 2011-04-22 2011-04-22 Integrated high-efficient contact flocculation reactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011101020865A CN102126775B (en) 2011-04-22 2011-04-22 Integrated high-efficient contact flocculation reactor

Publications (2)

Publication Number Publication Date
CN102126775A CN102126775A (en) 2011-07-20
CN102126775B true CN102126775B (en) 2012-11-07

Family

ID=44265100

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011101020865A Expired - Fee Related CN102126775B (en) 2011-04-22 2011-04-22 Integrated high-efficient contact flocculation reactor

Country Status (1)

Country Link
CN (1) CN102126775B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102350104A (en) * 2011-07-26 2012-02-15 华中科技大学 Chemical-biological flocculation radiation-flow secondary settler
CN103241815B (en) * 2013-05-21 2014-07-30 山西省环境工程设计院(有限公司) Water purifying device
CN105036430A (en) * 2015-07-30 2015-11-11 上海宇海企业发展集团有限公司 Water purification device
CN114772694B (en) * 2022-03-30 2023-07-25 兰州交通大学 Hydraulic vortex and micro vortex flocculation combined siphon surface filtration wastewater treatment system

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3146371B2 (en) * 1992-01-17 2001-03-12 東京都 Coagulation reaction device
CN1727286A (en) * 2004-07-29 2006-02-01 上海凡清环境工程有限公司 Flocculation reactor
CN101564609A (en) * 2009-05-25 2009-10-28 华东交通大学 Vortex grid clarifying pool and clarifying method enhancing clarifying effect of coagulation reaction in water treatment

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3146371B2 (en) * 1992-01-17 2001-03-12 東京都 Coagulation reaction device
CN1727286A (en) * 2004-07-29 2006-02-01 上海凡清环境工程有限公司 Flocculation reactor
CN101564609A (en) * 2009-05-25 2009-10-28 华东交通大学 Vortex grid clarifying pool and clarifying method enhancing clarifying effect of coagulation reaction in water treatment

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
JP特许第3146371号B2 2001.03.12

Also Published As

Publication number Publication date
CN102126775A (en) 2011-07-20

Similar Documents

Publication Publication Date Title
CN202427209U (en) Vertical precipitating tank with high purifying rate
CN203598540U (en) Vertical flow sedimentation tank
CN101564609B (en) Vortex grid clarifying pool and clarifying method for enhancing clarifying effect of coagulation reaction in water treatment
CN202620796U (en) Vertical sedimentation basin
CN101073715A (en) Apparatus and process for clarifying water efficiently
CN101456614B (en) Quick-speed clarification tank
CN102657960A (en) Precipitation reaction and solid-liquid separation integral device
CN201719868U (en) Retention pond for sewage treatment
CN102126775B (en) Integrated high-efficient contact flocculation reactor
CN102120646A (en) Efficient anaerobic biological tower reactor
CN201713364U (en) Water distributor
CN201890788U (en) Double-layered pressure type oil remover
CN101560000B (en) Anti-destabilization flocculent precipitation reversed separating jar
CN201033264Y (en) High-efficiency water clarifying processing equipment
CN202346812U (en) Device for treating and purifying high-turbidity water
CN205347020U (en) Deposit and filter integrated reactor
CN110526395A (en) Eddy flow anaerobic reactor for waste water treatment system
CN202387260U (en) Coagulating sedimentation reactor
CN103241832B (en) IC (Integrated Circuit) anaerobic reactor with grain sludge manufacturing and automatic sludge collection functions
CN202390434U (en) Biogas generating device for discharging sand through automatic flow
CN207324181U (en) The high-effect central tube mechanism of perpendicular stream precipitator tower
CN201889100U (en) Vertical-flow sewage sedimentation tank
CN203295249U (en) Water purification and treatment device
CN105152324A (en) Anaerobic ammonia oxidation reactor capable of classifying sludge through cyclone
CN202087090U (en) Sedimentation device

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121107