CN2771190Y - Marine biochemical domestic sewage treating apparatus - Google Patents

Marine biochemical domestic sewage treating apparatus Download PDF

Info

Publication number
CN2771190Y
CN2771190Y CNU2005200692992U CN200520069299U CN2771190Y CN 2771190 Y CN2771190 Y CN 2771190Y CN U2005200692992 U CNU2005200692992 U CN U2005200692992U CN 200520069299 U CN200520069299 U CN 200520069299U CN 2771190 Y CN2771190 Y CN 2771190Y
Authority
CN
China
Prior art keywords
chamber
aeration
air cell
solarization air
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
CNU2005200692992U
Other languages
Chinese (zh)
Inventor
张利平
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CNU2005200692992U priority Critical patent/CN2771190Y/en
Application granted granted Critical
Publication of CN2771190Y publication Critical patent/CN2771190Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

The utility model discloses a biochemical domestic sewage disposal apparatus for ships, which comprises a first aeration chamber (2), a second aeration chamber (3), a sedimentation chamber (4), a disinfection water collecting chamber (5) and an aeration pipe (8), wherein a rigid packing (11) which forms a polyhedral spherical shape is arranged in the first aeration chamber (2); a micron order ultramicropore flexible pipe for aeration is used as the aeration pipe (8); a regulation cavity (1) which is communicated with a sewage inlet pipe is connected to the front of the first aeration chamber in series, and an ultramicropore aeration pipe (8) arranged in the regulation cavity (1) is communicated with an air source; a pulverization pump (10) is arranged outside the regulation cavity (1), and a water inlet and a water outlet of the pulverization pump (10) are respectively communicated with the regulation cavity (1). The utility model solves the problems of high oxygen consumption speed and highly efficient oxygenation equilibrium of saprobe biological films with high concentration, the continuous and highly efficient operation of the treatment of the biological films is maintained, and high treatment load and stable effect are achieved.

Description

Biochemical process sewage treatment unit peculiar to vessel
Technical field
The utility model relates to a kind of biochemical process sewage treatment unit peculiar to vessel.
Background technology
The sanitary sewage disposal method mainly contains physics method, chemical method, physico-chemical processes and biochemical process, adopting biochemical process to handle sanitary sewage is a kind of low-cost processes method of save energy, it is to utilize active sludge and microbial film to come sewage is handled, organism in the sewage is decomposed into innoxious substances such as carbonic acid gas and water, mud then forms floccule mass and water sepn.Biology in active sludge and the microbial film is based on aerobic bacteria, and with seston, protozoon, metazoan and algae, adds medicament through sedimentary water and bacterium killed the back and discharge.The present biochemical process peculiar to vessel device of disposing of sewage is made up of catchment cabinet and aeration tube of aerate cabinet, sump tank, sterilization, be provided with soft-filler in the aerate cabinet, soft-filler easily hardens, cause biomembranous inefficacy, the biochemical oxygen demand (BOD) BOD clearance in its summer is about 92%--94%, and the biochemical oxygen demand (BOD) BOD clearance in winter is about 60%-65%, and the processing load gradient of whole device can not draw away, can not accomplish efficient oxygenation and the quick hydrolysis of looking thing is arranged, sewage treating efficiency is low.
Summary of the invention
The utility model provides a kind of biochemical process sewage treatment unit peculiar to vessel, and it has solved a biomembranous high keto consumpting speed of high-concentration sewage and an efficient oxygenation equilibrated difficult problem, keeps the continuous high-efficient running that microbial film is handled, and reaches high load and the effect stability handled.
The technical solution of the utility model is as follows: a kind of biochemical process sewage treatment unit peculiar to vessel, it comprises first solarization air cell, second solarization air cell, settling chamber, sterilization collecting chamber and aeration tube, be provided with rigid filled in described first solarization air cell, described rigid filled be that multiaspect is spherical, described aeration tube is micron-sized ultramicropore aeration flexible pipe.
Be serially connected with before described first solarization air cell and regulate the chamber, regulate the chamber and communicate with sewage inlet pipe, regulate the ultramicropore aeration flexible pipe that is provided with in the chamber and be connected with source of the gas, regulate outside the chamber and be provided with macerator pump, the water-in of macerator pump and water outlet are connected with the adjusting chamber respectively; The water-in of described macerator pump communicates with the bottom of regulating the chamber, and the water outlet of macerator pump communicates with the top of regulating the chamber.
After adopting technique scheme, solarization air cell, adjusting are adopted micron-sized ultramicropore aeration in the chamber, and the contact gear ratio surface-area of bubble and water is big, oxygen therapy efficient height.Adopt ultramicropore aeration and the spherical rigid filled oxygenation that cooperates of multiaspect, the increase bubble adheres on filler stations; The water-in of macerator pump communicates with the bottom of regulating the chamber, then regulates the countercurrent flow of drawing water of the buoyance lift and the macerator pump of microbubble in the chamber, has in a disguised form increased the aeration depth of water; Macerator pump is in the comminuted suspension solid while, and its impeller has increased the mass transfer reaction speed of oxygen to air-water mixture pressurization and shearing; The water outlet of macerator pump communicates with the top of regulating the chamber, and the then water outlet of pump and the gas shock of top, chamber causes the effect of drop oxygenation, make oxygenation after water oxygen level near saturation concentration, reach the effect of efficient oxygenation.In efficient oxygenation, sewage has certain residence time through filler, form microbial film at filling surface, under aerobic condition, the a large amount of aerobic microbiologicals of breeding on the microbial film, play organic effect in purification and the degradation of sewage, because the spherical rigid filled specific surface area of multiaspect is big, formed microbial film and organic contact surface increase greatly, then biomembranous metabolism is accelerated, and has quickened organic degraded, and the oxygen-consumption in the solarization air cell is also accelerated greatly, solve a biomembranous high oxygen-consumption and an efficient oxygenation equilibrated difficult problem in sewage, improved the processing load of first solarization air cell.The high oxygen-consumption of first solarization air cell makes that oxygen level reduces greatly in the water outlet of first solarization air cell, and oxygen concentration gradient strengthens, and helps the efficient oxygenation in second solarization air cell.This BOD clearance that installs first solarization air cell can reach 75%, and the clearance of whole flow process BOD reaches 97%, and effluent quality is good.
Description of drawings
Fig. 1 is a workflow diagram of the present utility model
Fig. 2 is a systematic schematic diagram of the present utility model
Embodiment
According to Fig. 1, shown in Figure 2, biochemical process sewage treatment unit peculiar to vessel mainly is made up of adjusting chamber 1, first solarization air cell 2, second solarization air cell 3, settling chamber 4, sterilization collecting chamber 5, each chamber is connected in series successively and forms, regulate chamber 1 and communicate with sewage inlet pipe 6, sterilization collecting chamber 5 communicates with the water-in of emptying pump 7.Aeration flexible pipe 8 is connected with pneumatic plant 9 and stretches into the bottom of regulating chamber 1, first solarization air cell 2, second solarization air cell 3, settling chamber 4, and described aeration flexible pipe 8 is provided with micron-sized ultramicropore as solarization air cap.Be provided with reflux pump between settling chamber 4 and the adjusting chamber 1, the import of reflux pump is connected with the bottom of settling chamber 4, and outlet is then stretched into and regulated in the chamber 1.Regulate the chamber 1 outer macerator pump 10 that is provided with, the water-in of macerator pump 10 communicates with the bottom of regulating chamber 1, and the water outlet of macerator pump 10 communicates with the top of regulating chamber 1.Be provided with multiaspect globular rigid filled 11 in first solarization air cell 2 and second solarization air cell 3.Sewage at first enters to be regulated in the chamber 1, in aeration flexible pipe 8 oxygenations, by macerator pump 10 continuously to the pulverizing that circulates of the block in the sewage, and mud in the adjusting chamber 1 is carried out turbulent flow stir, improved oxygen-transfer efficiency, making water oxygen content near saturated, is that the high oxygen-consumption of first solarization air cell 2 is ready.Active sludge cenobium formation based on aerobic bacteria in the adjusting chamber 1 resembles the flco adsorb organic compound matter that flocculence has viscosity, under aerobic condition, clear up organic substance, become harmless carbonic acid gas and water, active sludge obtains breeding and cultivates simultaneously, the active sludge that 4 interior skimmings are returned from the settling chamber is made culture propagation in reflux pump is sent to this chamber.Enter solarization air cell through the sewage after the oxygenation with certain flow rate, contact with microbial film, wherein organic pollutant is generated carbonic acid gas and water by the microbial film hydrolysis.Sewage after the microbial film of solarization air cell is handled enters settling chamber's 4 precipitations, and the water after the clarification enters sterilization collecting chamber 5, is regularly discharged through emptying pump 7 by liquid level control.

Claims (3)

1, a kind of biochemical process sewage treatment unit peculiar to vessel, it comprises first solarization air cell (2), second solarization air cell (3), settling chamber (4), sterilization collecting chamber (5) and aeration tube (8), it is characterized in that being provided with in described first solarization air cell (2) rigid filled (11), described rigid filled (11) are that multiaspect is spherical, and described aeration tube (8) is micron-sized ultramicropore aeration flexible pipe.
2, biochemical process sewage treatment unit peculiar to vessel according to claim 1, it is characterized in that the preceding adjusting chamber (1) that is serially connected with of described first solarization air cell (2), regulating chamber (1) communicates with sewage inlet pipe (6), regulating the ultramicropore aeration tube (8) that is provided with in the chamber (1) is connected with source of the gas, regulate the outer macerator pump (10) that is provided with in chamber (1), the water-in of macerator pump (10) and water outlet are connected with adjusting chamber (1) respectively.
3, biochemical process sewage treatment unit peculiar to vessel according to claim 2 is characterized in that the water-in of described macerator pump (10) communicates with the bottom of regulating chamber (1), and the water outlet of macerator pump (10) communicates with the top of regulating chamber (1).
CNU2005200692992U 2005-02-28 2005-02-28 Marine biochemical domestic sewage treating apparatus Expired - Fee Related CN2771190Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2005200692992U CN2771190Y (en) 2005-02-28 2005-02-28 Marine biochemical domestic sewage treating apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2005200692992U CN2771190Y (en) 2005-02-28 2005-02-28 Marine biochemical domestic sewage treating apparatus

Publications (1)

Publication Number Publication Date
CN2771190Y true CN2771190Y (en) 2006-04-12

Family

ID=36704976

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2005200692992U Expired - Fee Related CN2771190Y (en) 2005-02-28 2005-02-28 Marine biochemical domestic sewage treating apparatus

Country Status (1)

Country Link
CN (1) CN2771190Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102417280A (en) * 2011-12-09 2012-04-18 安庆长谷川船舶科技有限公司 Domestic sewage treatment device for ship
CN105600920A (en) * 2015-12-17 2016-05-25 宜兴市东方水设备有限公司 Marine domestic sewage biochemical tank
CN106315849A (en) * 2015-07-10 2017-01-11 玄明环保科技(上海)有限公司 Sequencing batch biofilm domestic wastewater treatment system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102417280A (en) * 2011-12-09 2012-04-18 安庆长谷川船舶科技有限公司 Domestic sewage treatment device for ship
CN106315849A (en) * 2015-07-10 2017-01-11 玄明环保科技(上海)有限公司 Sequencing batch biofilm domestic wastewater treatment system
CN105600920A (en) * 2015-12-17 2016-05-25 宜兴市东方水设备有限公司 Marine domestic sewage biochemical tank

Similar Documents

Publication Publication Date Title
KR940000563B1 (en) Waste water treating method and apparatus
CN102754613B (en) Integrated circulating water culture system
CN105585218B (en) Wastewater from mechanical industry treatment process
CN101475286B (en) Sewage treatment method for stevioside production line
US8092678B2 (en) Systems and methods for wastewater treatment
US8535532B2 (en) Systems and methods for wastewater treatment
CN103183447A (en) Treatment method of piggery wastewater
CN106977040A (en) The technique that slaughtering wastewater is handled using UCT
CN101139120B (en) Method for purifying eutrophication water body
CN2771190Y (en) Marine biochemical domestic sewage treating apparatus
JP2001129580A (en) Apparatus for treating waste water containing oil and fat
CN103695352A (en) Method for manufacturing water-quality treating agent specific to waste water of Chinese date processing plant by adopting microbial fermentation process
CN2778803Y (en) Living sewage treatment apparatus for vessel
CN207121472U (en) A kind of aerobic integrated sewage-treating reactor device of internal circulating anaerobic
CN102807299A (en) Method for treatment and reuse of dimethyl ether production waste water, and special apparatus thereof
CN201406362Y (en) Immobilized aerobic-anaerobic device for degrading toxic organisms
CN201512450U (en) Sewage treatment system in pharmaceutical factory
CN210215092U (en) Integrated sewage treatment device
CN206799388U (en) Container-type variable volume integrated effluent disposal system
CN1800051A (en) Almond-processing waste water treatment process using aerobic- anoxia-aerobic method
CN205575871U (en) Adopt UCT to handle and slaughter wastewater systems
CN100358814C (en) Aeration-free drifting-biological-filler water treatment apparatus
CN1880242A (en) Waste water treatment process of almond processing factory
CN110467313A (en) A kind of vessel sewage exhaust-gas treatment energy-saving and emission-reduction system based on immobilized microalgae
JP3375171B2 (en) Biological treatment of wine cellar wastewater.

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee