CN101898853B - Sewage primary sedimentation treatment method and system for removing intensified suspended solid inorganic component - Google Patents

Sewage primary sedimentation treatment method and system for removing intensified suspended solid inorganic component Download PDF

Info

Publication number
CN101898853B
CN101898853B CN2010102185536A CN201010218553A CN101898853B CN 101898853 B CN101898853 B CN 101898853B CN 2010102185536 A CN2010102185536 A CN 2010102185536A CN 201010218553 A CN201010218553 A CN 201010218553A CN 101898853 B CN101898853 B CN 101898853B
Authority
CN
China
Prior art keywords
sedimentation tank
high loading
suspended solid
primary sedimentation
mud
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.)
Active
Application number
CN2010102185536A
Other languages
Chinese (zh)
Other versions
CN101898853A (en
Inventor
郑兴灿
孙永利
张秀华
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.)
China public works North China design studies Zong Yuan company limited
Original Assignee
NATIONAL CITY WATER SUPPLY AND DRAINAGE ENGINEERING TECHNOLOGY RESEARCH CENTER
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 NATIONAL CITY WATER SUPPLY AND DRAINAGE ENGINEERING TECHNOLOGY RESEARCH CENTER filed Critical NATIONAL CITY WATER SUPPLY AND DRAINAGE ENGINEERING TECHNOLOGY RESEARCH CENTER
Priority to CN2010102185536A priority Critical patent/CN101898853B/en
Publication of CN101898853A publication Critical patent/CN101898853A/en
Application granted granted Critical
Publication of CN101898853B publication Critical patent/CN101898853B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The invention discloses a sewage primary sedimentation treatment method and a sewage primary sedimentation treatment system for removing an intensified suspended solid inorganic component. In a high-load primary sedimentation tank, water flow in the tank body flows upwards slowly and rotationally flows in a horizontal direction, a suspended solid component with higher content of inorganic components and relatively higher weight deposits at the bottom of the high-load primary sediment tank to be discharged as settled sludge, and a suspended solid component with lower content of inorganic components and relatively less weight is used as outflow water of the primary sedimentation system along with outflow water flow which flows upwards, so that the ratio of VSS to SS is increased and the ratio of SS to BOD5 is decreased, thereby improving integral efficiency of a subsequent biological treatment system, treatment efficiency and operation stability, and particularly reducing residual sludge yield and improving sludge activity. The invention has the advantages of convenient implementation, simple operation management and flexible process adjustment, and can obviously reduce engineering investment and energy consumption level.

Description

Sewage primary sedimentation treatment method and system that intensified suspended solid inorganic component is removed
Technical field:
The present invention relates to a kind of town sewage pretreatment system and treatment process, relate in particular to sewage primary sedimentation treatment method and system that a kind of intensified suspended solid inorganic component is removed.
Background technology:
Be in steady state for a long time with the city development construction, developed country that Infrastructure is more complete is obviously different; China overwhelming majority city all is in great development, the great development stage of continuous change and construction; Add the hysteresis and the some shortcomings part of Urban Rain sewage collecting, conveying and treatment and disposal Facilities Construction, the obvious higher problem of ubiquity suspended solid inorganic component and sediment charge in the town sewage of China various places (the especially sewage of combined system and mixed flow system sink drainage).
The SS/BOD of town sewage 5Ratio and VSS/SS ratio can characterize the content of its suspended solid inorganic component.According to the investigation statistics of national urban water supply and drainage Engineering Technical Research Centre, all there is water inlet SS/BOD in the urban wastewater treatment firm of China more than 70% 5The problem that ratio is higher wherein more has to account for the urban wastewater treatment firm of sum 30% or more and be in seriously higher state.With Jiangsu Province's Taihu Lake basin municipal sewage plant is example, its SS/BOD of intaking 5The annual mean of ratio is up to 2.0, and peak is about 8.0, apparently higher than the SS/BOD of orthobiosis sewage 1.0~1.2 5Ratio.
In the high urban wastewater treatment firm of water inlet suspended solid inorganic component content, if do not establish preliminary sedimentation tank, the residual active sludge productive rate in the Wastewater Treated by Activated Sludge Process system will be by 0.6~0.8kgDS/kgBOD of orthobiosis sewage 5Be increased to 1.0~1.5kgDS/kgBOD 5, excess sludge production doubles; When the residual active sludge productive rate raises; The shared part by weight of living microorganism component in the active sludge is corresponding to be reduced to 15%~25% level; Be starkly lower than 40%~50% shared ratio of normal level; Active sludge MLVSS/MLSS ratio only 0.3~0.4; More much lower than 0.7~0.75 normal level, so cause that the pond in biological sewage treatment pond holds that actual effective rate of utilization is low, denitrification denitrogenation ability and the biological phosphate-eliminating ability obviously descends, mixing raises with the oxygen supply power consumption, a series of problems such as difficulty increase are controlled in operation.In addition, these suspension inoganic solids and silt form the settling of alluvial property easily in structures such as biological treatment tank, sludge digestion tank, be difficult to cleaning, have both influenced the useful volume of reaction tank, also influence the power demand and the operational efficiency of aeration/mixing equipment.
Therefore; How to be directed against current actual water quality situation and the processing requirements of China's town sewage; New first heavy treatment system and treatment process are proposed; Effectively remove the suspended solid inorganic component in the sewage and keep its organic constituent as far as possible, have crucial meaning to ensure follow-up biological carbon and phosphorous removal effect.
Summary of the invention:
The object of the invention just is to provide a kind of sewage primary sedimentation treatment method and system of intensified suspended solid inorganic component removal; This method and system can effectively be removed the suspended solid inorganic component in the town sewage and can farthest keep the first heavy treatment system and the treatment process of organic suspending components; Realize the proneness separation of urban wastewater treatment firm water inlet suspended solid inorganic component and making full use of of organic carbon source; Improve whole efficiency, treatment effect and the operation stability of urban wastewater treatment firm, reduce construction investment and energy consumption material consumption level simultaneously.
As above design; Technical scheme of the present invention is: the sewage primary sedimentation treatment method that a kind of intensified suspended solid inorganic component is removed; It is characterized in that: through the town sewage after grid and the sand setting processing; At first get into the middle and lower part of high loading preliminary sedimentation tank through connection line; Carry out the water distribution uniformity of tangential direction through the water inlet water distribution system; Promote to make sewage present the eddy flow that flows upward slowly with horizontal direction through low speed then, make inorganic component content is lower, proportion is less relatively suspended solids with flowing on the current direction, escape and enter follow-up biological dephosphorize denitrification technique unit on the top of high loading preliminary sedimentation tank as water outlet that should just heavy treatment system with water outlet; The suspended solids that inorganic component content is higher, proportion is relatively large carries out follow-up processing and disposal to the sedimentation of the bottom of high loading preliminary sedimentation tank, discharge.
The sewage primary sedimentation treatment system that a kind of intensified suspended solid inorganic component is removed, by high loading preliminary sedimentation tank (1), be positioned at high loading preliminary sedimentation tank central position water inlet water distribution system (2), be installed on scraping of high loading preliminary sedimentation tank top and inhale mud portal structure (3), be installed on the spoil disposal subsystem of scraping the thruster (4) inhaled on the mud portal structure, be positioned at the effluent weir plate structure (5) on high loading preliminary sedimentation tank top and go out water collecting groove (6), be positioned at bottom the high loading preliminary sedimentation tank and form; Wherein, Central tube water distributor (2) is connected with the grid and the sand setting processing structures water outlet A of front end through pipeline; Go out water collecting groove (6) and be connected with follow-up biological treatment structures B through pipeline, the spoil disposal subsystem is connected with follow-up sludge treatment structures C through pipeline and sludge pump.
The design surface rate of load condensate of above-mentioned high loading preliminary sedimentation tank is 3~5m 3/ (m 2H), the design hydraulic detention time is 30~60min.
Above-mentioned water inlet water distribution system (2) is the center drum water distributor of band nose cone or inclined to one side bottom opening, and it goes out the inclined to one side bottom position in bottom that head piece is positioned at just heavy fermentation vat, and the hole of center drum water distributor is a horizontal direction 45 opening.
Above-mentioned thruster (4) is low speed underwater scooter or whisking appliance.
Above-mentioned spoil disposal subsystem is inhaled mud structure (7) and outer arranging device (8) formation of mud by scraping, and adopts the pump suction and pumping to send the mode spoil disposal.
The present invention has following positively effect:
1, breaks through the design and the operating range of traditional preliminary sedimentation tank surfaceloadingrate; Improve surfaceloadingrate more than 1 times; The corresponding shortening of hydraulic detention time is over half; Form the novel preliminary sedimentation tank system of high hydraulic load, the town sewage after handling through grid and sand setting gets into the high loading preliminary sedimentation tank and carries out special precipitate and separate processing.
2, the angle of rake low speed pushing effect on central tube water distributor through being positioned at high loading preliminary sedimentation tank central position and the portal structure that is installed on high loading preliminary sedimentation tank top; Make the sewage that gets into the high loading preliminary sedimentation tank in the body of pond, present the eddy flow that flows upward slowly with horizontal direction; In accomplishing suspended solids legal person's physical sedimentation and sepn process; Realize that the water inlet suspended solid inorganic component separates with the otherness of organic constituent; Thereby the suspended solids of sewage constitutes characteristic after the change pre-treatment; Reduce the inorganic suspended solids quantity that gets into the subsequent biological treatment system, obviously reduce the excess sludge productive rate of biological treatment system, improve the activity and the denitrification rate of active sludge; The bulk treatment effect and the operation stability of corresponding raising biological dephosphorize denitrification technology, the investment cost of while reduction urban wastewater treatment firm engineering by a relatively large margin and the energy consumption material consumption level of operational process.
Description of drawings:
Fig. 1 is just heavy fermentation pretreatment system structure 1 synoptic diagram of the present invention.
Fig. 2 is just heavy fermentation pretreatment system structure 2 synoptic diagram of the present invention.
Embodiment:
The sewage primary sedimentation treatment system that a kind of intensified suspended solid inorganic component is removed is to China town sewage ubiquity SS/BOD 5The practical situation that (perhaps explaining with SS/COD) ratio is higher and the emission standard of highly effective dephosphorizing denitrification require the design research and development.
This system by high loading preliminary sedimentation tank (1), be positioned at high loading preliminary sedimentation tank central position central tube water distributor (2), be installed on scraping of high loading preliminary sedimentation tank top and inhale mud portal structure (3), be installed on and scrape low speed thruster or the whisking appliance (4) inhaled on the mud portal structure, be positioned at the effluent weir plate structure (5) on high loading preliminary sedimentation tank top and go out water collecting groove (6), be positioned at scraping of high loading preliminary sedimentation tank bottom and inhale outside mud structure (7) and the mud arranging device (8) and form; Central tube water distributor (2) is connected with the grid and the sand setting processing structures water outlet A of front end through pipeline; Go out water collecting groove (6) and be connected with follow-up biological treatment structures B through pipeline, the outer arranging device (8) of mud is connected with follow-up sludge treatment structures C through pipeline and sludge pump.
This high loading just treatment process and the principle of work of heavy treatment system is: through the town sewage after grid and the sand setting processing; At first get into the middle and lower part of the high loading preliminary sedimentation tank (1) of this just heavy treatment system through connection line; Carry out the water distribution uniformity of tangential direction through central tube water distributor (2); Then through being installed on the low speed pushing effect of the thruster (4) on the portal structure (3); Make sewage present the eddy flow that flows upward slowly with horizontal direction; Make the suspended solids that inorganic component content is lower, proportion is less relatively (being that organism is a main ingredient) with flowing on the current direction, overflow to out in the water collecting groove (6) as should first water outlet of sinking treatment system escaping and enter follow-up biological dephosphorize denitrification technique unit via weir plate structure (5) with the top of water outlet at the high loading preliminary sedimentation tank; The suspended solids that inorganic component content is higher, proportion is relatively large (component that particularly contains trickle silt) is to the sedimentation of the bottom of high loading preliminary sedimentation tank; The mud that falls to the bottom is discharged from the high loading preliminary sedimentation tank with the outer arranging device (8) of mud through scraping suction mud structure (7), carries out follow-up processing and disposal.The design surface rate of load condensate of high loading preliminary sedimentation tank is 3~5m 3/ (m 2H), the design hydraulic detention time is 30~60min.

Claims (1)

1. the sewage primary sedimentation treatment system removed of an intensified suspended solid inorganic component is characterized in that: said sewage primary sedimentation treatment system by high loading preliminary sedimentation tank (1), be positioned at high loading preliminary sedimentation tank central position the water inlet water distribution system, be installed on scraping of high loading preliminary sedimentation tank top and inhale mud portal structure (3), be installed on and scrape the thruster (4) inhaled on the mud portal structure, be positioned at the effluent weir plate structure (5) on high loading preliminary sedimentation tank top and go out water collecting groove (6), be positioned at scraping of high loading preliminary sedimentation tank bottom and inhale outside mud structure (7) and the mud arranging device (8) and form; Wherein, The center drum water distributor is connected with the grid and the sand setting processing structures water outlet A of front end through pipeline; Go out water collecting groove (6) and be connected with follow-up biological treatment structures B through pipeline, the outer arranging device (8) of mud is connected with follow-up sludge treatment structures C through pipeline and sludge pump; Above-mentioned water inlet water distribution system is the center drum water distributor of band nose cone or inclined to one side bottom opening, and it goes out the inclined to one side bottom position in bottom that head piece is positioned at just heavy fermentation vat, and the hole of center drum water distributor is a horizontal direction 45 opening; Above-mentioned thruster (4) is low speed underwater scooter or whisking appliance.
CN2010102185536A 2010-07-06 2010-07-06 Sewage primary sedimentation treatment method and system for removing intensified suspended solid inorganic component Active CN101898853B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010102185536A CN101898853B (en) 2010-07-06 2010-07-06 Sewage primary sedimentation treatment method and system for removing intensified suspended solid inorganic component

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010102185536A CN101898853B (en) 2010-07-06 2010-07-06 Sewage primary sedimentation treatment method and system for removing intensified suspended solid inorganic component

Publications (2)

Publication Number Publication Date
CN101898853A CN101898853A (en) 2010-12-01
CN101898853B true CN101898853B (en) 2012-07-04

Family

ID=43224836

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010102185536A Active CN101898853B (en) 2010-07-06 2010-07-06 Sewage primary sedimentation treatment method and system for removing intensified suspended solid inorganic component

Country Status (1)

Country Link
CN (1) CN101898853B (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112028236A (en) * 2019-06-03 2020-12-04 中国市政工程华北设计研究总院有限公司 Method for improving biological activity of sludge by using primary sedimentation tank
CN114751616B (en) * 2022-06-16 2022-09-02 中国市政工程华北设计研究总院有限公司 Drainage pipeline sludge carbon source extraction system and method for on-line separation of organic and inorganic components
CN116040897B (en) * 2023-03-30 2023-06-20 中国市政工程华北设计研究总院有限公司 Method for synchronously extracting organic carbon source in situ by removing dirt from river sediment

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4772307A (en) * 1984-04-02 1988-09-20 Jeno Kiss Process for preparing an agricultural fertilizer from sewage
CN1188080A (en) * 1997-01-13 1998-07-22 北京市市政设计研究院研究所 Method for municipal sewage treatment by using biological adsorption and biological membrane filtering
CN1262240A (en) * 1999-01-31 2000-08-09 曹曼 Process for treating sewage in urban area
CN2448838Y (en) * 2000-09-21 2001-09-19 上海佛欣爱建河道治理有限公司 Urban underground pipeline type sewage treatment unit
CN2481705Y (en) * 2001-06-11 2002-03-13 重庆市生华环保研究所 Non-power domestic sewage intensified treating device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4772307A (en) * 1984-04-02 1988-09-20 Jeno Kiss Process for preparing an agricultural fertilizer from sewage
CN1188080A (en) * 1997-01-13 1998-07-22 北京市市政设计研究院研究所 Method for municipal sewage treatment by using biological adsorption and biological membrane filtering
CN1262240A (en) * 1999-01-31 2000-08-09 曹曼 Process for treating sewage in urban area
CN2448838Y (en) * 2000-09-21 2001-09-19 上海佛欣爱建河道治理有限公司 Urban underground pipeline type sewage treatment unit
CN2481705Y (en) * 2001-06-11 2002-03-13 重庆市生华环保研究所 Non-power domestic sewage intensified treating device

Also Published As

Publication number Publication date
CN101898853A (en) 2010-12-01

Similar Documents

Publication Publication Date Title
CN103408194B (en) Small sewage treatment hydrolysis and gas-stripping and precipitation technique method
CN103979740B (en) Denitrogenation dephosphorizing constant water level sequencing batch active sludge method is disposed of sewage system and method thereof
CN103395947A (en) V-shaped gas stripping reflux two-stage precipitation integrated sewage treatment tank
CN101746931B (en) Denitrification dephosphorization biological treatment and filtration integral sewage treatment system and method thereof
CN201932982U (en) Combined system using micro-electrolysis-MBR (membrane bio-reactor) combined technology to treat printing and dyeing wastewater
CN103395948B (en) Z-shaped gas stripping reflux two-stage precipitation integrated sewage treatment tank
CN201598224U (en) Biological nitrogen and phosphorus removal treatment and filter integrated sewage treatment system
CN108249691B (en) Integrated low-energy-consumption distributed village and town domestic sewage treatment system
CN101898853B (en) Sewage primary sedimentation treatment method and system for removing intensified suspended solid inorganic component
CN103204585B (en) Sewage disposal process by activated sludge process
CN209193638U (en) A kind of Small Towns advanced sewage treatment system of photovoltaic solar driving
CN103183412B (en) Biochemical treatment device for sewage and treatment method thereof
CN103435148B (en) Horizontal suspension sludge air-lift backflow method
CN103922541B (en) For the full suspended active sludge integrated treatment unit of urban wastewater treatment
CN207451862U (en) A kind of sewage-treatment plant
CN105060487A (en) Rural domestic sewage treatment system
CN206089362U (en) Low energy consumption dispersion sewage treatment plant
CN214060266U (en) Unmanned, high-efficient low consumption rural domestic sewage treatment system
CN109354343A (en) Sewage treatment system and sewage treatment method by utilizing sludge fermentation of primary sedimentation tank
CN101913703B (en) Primary sludge fermentation pretreatment system for improving performances of dephosphorization and denitrification on town sewage
CN206051803U (en) For the biochemical materialization coupled processing system of mineral loading of sewage disposal
CN105060647B (en) A kind of painting wastewater and the method for sanitary wastewater integrated treatment
CN213446433U (en) SBR high-efficiency reaction device without decanter
CN208594093U (en) Villages and small towns decentralized type sewage treatment reactor
CN104692585A (en) Process for treating urban domestic sewage

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
TR01 Transfer of patent right

Effective date of registration: 20170622

Address after: 300074 Hexi District Meteorological Observatory Road, Tianjin, No. 99

Patentee after: China public works North China design studies Zong Yuan company limited

Address before: 300074 Hexi District Meteorological Observatory Road, Tianjin, No. 99

Patentee before: National City Water Supply and Drainage Engineering Technology Research Center

TR01 Transfer of patent right