CN206494810U - A kind of marine sewage treatment system - Google Patents
A kind of marine sewage treatment system Download PDFInfo
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- CN206494810U CN206494810U CN201621361705.7U CN201621361705U CN206494810U CN 206494810 U CN206494810 U CN 206494810U CN 201621361705 U CN201621361705 U CN 201621361705U CN 206494810 U CN206494810 U CN 206494810U
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- Prior art keywords
- sludge
- reaction region
- main reaction
- selection area
- regulating reservoir
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- 239000010865 sewage Substances 0.000 title claims abstract description 29
- 238000006243 chemical reaction Methods 0.000 claims abstract description 56
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 53
- 239000010802 sludge Substances 0.000 claims abstract description 33
- 230000001105 regulatory Effects 0.000 claims abstract description 21
- 238000005276 aerator Methods 0.000 claims abstract description 13
- 230000001954 sterilising Effects 0.000 claims abstract description 8
- 230000001699 photocatalysis Effects 0.000 claims abstract description 7
- 238000004659 sterilization and disinfection Methods 0.000 claims abstract description 7
- 238000007146 photocatalysis Methods 0.000 claims abstract description 5
- 239000007788 liquid Substances 0.000 claims description 13
- 238000000034 method Methods 0.000 abstract description 28
- IJGRMHOSHXDMSA-UHFFFAOYSA-N nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 abstract description 18
- OAICVXFJPJFONN-UHFFFAOYSA-N phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 abstract description 10
- 229910052698 phosphorus Inorganic materials 0.000 abstract description 10
- 239000011574 phosphorus Substances 0.000 abstract description 10
- 229910052757 nitrogen Inorganic materials 0.000 abstract description 9
- 230000003647 oxidation Effects 0.000 abstract description 6
- 238000007254 oxidation reaction Methods 0.000 abstract description 6
- 238000011068 load Methods 0.000 abstract description 4
- 241000894006 Bacteria Species 0.000 abstract description 3
- 230000003197 catalytic Effects 0.000 abstract description 3
- 230000001488 breeding Effects 0.000 abstract description 2
- 238000006396 nitration reaction Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 9
- 239000012528 membrane Substances 0.000 description 7
- 238000001311 chemical methods and process Methods 0.000 description 6
- 238000005273 aeration Methods 0.000 description 5
- 239000003814 drug Substances 0.000 description 4
- 239000003344 environmental pollutant Substances 0.000 description 4
- 239000005416 organic matter Substances 0.000 description 4
- 231100000719 pollutant Toxicity 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- RUTXIHLAWFEWGM-UHFFFAOYSA-H Iron(III) sulfate Chemical compound [Fe+3].[Fe+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O RUTXIHLAWFEWGM-UHFFFAOYSA-H 0.000 description 3
- 229940032950 ferric sulfate Drugs 0.000 description 3
- 229910000360 iron(III) sulfate Inorganic materials 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000001556 precipitation Methods 0.000 description 3
- 239000000725 suspension Substances 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 239000011368 organic material Substances 0.000 description 2
- 238000003672 processing method Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 230000001360 synchronised Effects 0.000 description 2
- 239000002351 wastewater Substances 0.000 description 2
- 239000002028 Biomass Substances 0.000 description 1
- 210000000474 Heel Anatomy 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 244000052616 bacterial pathogens Species 0.000 description 1
- 238000002306 biochemical method Methods 0.000 description 1
- 238000005842 biochemical reaction Methods 0.000 description 1
- -1 biomembrance process Substances 0.000 description 1
- 238000011030 bottleneck Methods 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000005446 dissolved organic matter Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011049 filling Methods 0.000 description 1
- 238000005189 flocculation Methods 0.000 description 1
- 230000016615 flocculation Effects 0.000 description 1
- 230000000813 microbial Effects 0.000 description 1
- 230000002906 microbiologic Effects 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 239000011259 mixed solution Substances 0.000 description 1
- 230000000050 nutritive Effects 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- MYMOFIZGZYHOMD-UHFFFAOYSA-N oxygen Chemical compound O=O MYMOFIZGZYHOMD-UHFFFAOYSA-N 0.000 description 1
- 238000006213 oxygenation reaction Methods 0.000 description 1
- 238000010926 purge Methods 0.000 description 1
- 238000010992 reflux Methods 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000011780 sodium chloride Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 210000001519 tissues Anatomy 0.000 description 1
Abstract
A kind of marine sewage treatment system, including regulating reservoir, the regulating reservoir connects CAST reaction tanks through B1 macerator pumps, provided with selection area and main reaction region in CAST reaction tanks, selection area is connected with the sections bottom of main reaction region two, and agitator is provided with selection area and main reaction region, the main reaction region bottom is provided with micro-hole aerator, micro-hole aerator connects air pump, CAST reaction tanks bottom is through B2 sludge pumps connection selection area and sludge-tank, sludge-tank upper end connects regulating reservoir through overflow pipe, it is provided with the main reaction region and strains water installations, strain water installations output end connection clear water reserviors, clear water reserviors bottom connects photocatalysis sterilization device through B3 blowdown pumps.CAST techniques, which are maintained, is typically thoroughly mixed characteristic, with stronger anti impulsion load ability；CASS sets biological selector, promotes the growth and breeding of flocculation-type bacterium, so as to inhibit the generation of sludge bulking, nitration denitrification is efficiently carried out, Nitrogen/Phosphorus Removal significantly, sterilizes with reference to photochemical catalytic oxidation, efficiently, it is environmentally friendly, final discharge water is met related pact index request.
Description
Technical field
The utility model is related to a kind of marine sewage treatment system.
Background technology
Promulgate that MEPC 227 (64) resolves in 64 meetings of MEPC on October 3rd, 2012, added sanitary sewage disposal
The discharge standard of total nitrogen and total phosphorus in system, implemented from 1 day January in 2016.
With the development of scientific and technological level, various sewage disposal technologies and equipment are also evolving, and processing method is a variety of more
Sample, main active sludge, biomembrance process, membrane bioreactor, physico-chemical process etc., obtained on various ships extensively
Application.
Activated sludge process：Traditional activated sludge process is technique the most ripe in biological water process, because ship lives dirty
Topmost pollutant is organic matter in water, therefore activated sludge process becomes one preferred technique and used, and whole system includes
Aeration tank, sedimentation basin, sterilizing chamber, air-blast device and sludge refluxing apparatus.But current traditional activated sludge process is applied in ship life
Still there is certain defect in sewage disposal living：Traditional activated sludge process needs continuously to be aerated into aeration tank, required to expose
Gas pond body product is larger, aboard ship takes much room, and using space is extremely limited and valuable on ship；Ship life is dirty
Water raw water yield exist fluctuation, it is few with evening hours sewage yield berthing, and at noon with certain evening hours sewage yield
It can increase, due to traditional activated sludge process because plant bulk is fixed, in addition to reducing running series, have no idea to adapt to come
The height change of Water l oad；The requirement to nutritive salt nitrogen and phosphorus indexes is added in new regulations at present, but is taken off in activated sludge process
Nitrogen and dephosphorization are interactional, and the difficulty of synchronous denitrification dephosphorizing is larger, and current activated sludge process is the denitrogenation dephosphorizing reached
Effect usual practice is aerobic and anaerobism alternating change the reaction member of increase, and this is difficult for Sewage from Ships processing
To realize.
Biomembrance process：Biomembrance process and activated sludge process main difference is that activated sludge process relies on suspension flow in aeration tank
The dynamic activated sludge that lands carrys out decomposing organic matter, and biomembrane then relies primarily on and is bonded to the microbial film of carrier surface to purify
Organic matter.What is aboard ship mainly utilized at present is microbe films osculation oxygenation method, and this method has activated sludge process and biomembrance process concurrently
Advantage.Compared with activated sludge process, biomembrance process particularly biological contact oxidation process has that biomass is big, disposal ability strong,
Take up an area the advantage saved, impact load has stronger adaptability, and the yield of excess sludge is few.But it has the drawback that reactor
Interior to replace changing environment without obvious aerobic and anaerobism, Nitrogen/Phosphorus Removal is not generally high；Due to the presence of filler, reactor
There is non-uniform phenomenon in interior gas distribution and water distribution, filler, which has the risk blocked, to be needed to install back purge system.
Membrane bioreactor：Abbreviation MBR, is behind biological water treating method plus one group of membrane module, typically using milipore filter,
Biological treatment is organically combined with UF membrane, the problem of water outlet concentration of suspension is high can be preferably overcome.Need to refer to
Go out, membrane module use cost is higher for a long time, the problems such as fouling membrane, membrane module are cleaned progress is slow, becomes
Restrict bottleneck of the MBR devices in the marketization of Sewage from Ships process field.
Physico-chemical process：Different from bioanalysis, physico-chemical process is to eliminate consolidating in water by processes such as flocculation, precipitation, absorption, filterings
Body material, is allowed to be separated with dissolved organic matter, remaining sewage is sterilized, finally discharges outboard.This device is than biological
A method processing few Bacteria Culture phase, therefore can start at any time.Further, since sewage residence time in device is short, it is only
The time of chemical agent reflection, so small volume, using flexible, impact load is adaptable.Most importantly physico-chemical process
Substantially the high problem of water outlet concentration of suspension can be overcome.The deficiency of physico-chemical process is, it usually needs adds flocculant or uses
Sorbing material, because the object of Sewage from Ships processing is full sewage, including " Heisui River " and " buck ", therefore pollutant burden
Higher, required medicament usage amount is big, and operating cost is high；And physico-chemical process does not have the organic matter in corresponding biochemical reaction, sewage
With nitrogen it is difficult to thoroughly remove.
But there is presently no a kind of gratifying Sewage from Ships processing method, therefore, in order to meet international sea
Thing tissue new standard requirement, the one or more novel ship sanitary sewage disposal technologies of research and development just seem especially important, can
To say being extremely urgent.
Utility model content
Its purpose of the utility model is that a kind of marine sewage treatment system of offer, and CAST techniques maintain typical case
Be thoroughly mixed characteristic, with stronger anti impulsion load ability；CASS sets biological selector, promotes the life of flocculation-type bacterium
Long and breeding, so as to inhibit the generation of sludge bulking, efficiently carries out nitration denitrification, Nitrogen/Phosphorus Removal is notable, with reference to
Photochemical catalytic oxidation sterilizes, efficient, environmental protection, final discharge water is met related pact index request.
The technical scheme realized above-mentioned purpose and taken, including regulating reservoir, the regulating reservoir connect CAST through B1 macerator pumps
Provided with selection area and main reaction region in reaction tank, CAST reaction tanks, selection area is connected with the sections bottom of main reaction region two, and in choosing
Select and agitator be provided with area and main reaction region, the main reaction region bottom is provided with micro-hole aerator, micro-hole aerator connects air pump,
CAST reaction tanks bottom is through B2 sludge pumps connection selection area and sludge-tank, and sludge-tank upper end connects regulating reservoir through overflow pipe, described
Provided with water installations are strained in main reaction region, water installations output end connection clear water reserviors are strained, clear water reserviors bottom is urged through B3 blowdown pumps connection light
Change sterilizer.
Beneficial effect
The utility model has advantages below compared with prior art.
1st, it is adapted to Sewage from Ships and discharges unstable, the characteristics of hourly variation factor is big；
2nd, pass through muddy water mixed solution by water inlet-aeration, precipitation, slash water, water inlet-idle completion a cycle during operation
CAST reaction tanks main reaction region, sequentially passes through anaerobic-aerobic-anaerobic environment, successfully by the carbonaceous organic material in waste water and including
The pollutant removal of nitrogen, phosphorus；
3rd, subsequent treatment kills microorganism using photochemical catalytic oxidation, and sterilization effect is more thorough, during without anyization
Material is learned, secondary pollution will not be produced；
4th, system improves phosphor-removing effect using bodied ferric sulfate medicament is added in main reaction region, it is ensured that dephosphorization index meets public
About require.
Brief description of the drawings
The utility model is described in further detail below in conjunction with the accompanying drawings.
Fig. 1 is present apparatus Structure and Process schematic diagram.
Embodiment
The present apparatus includes regulating reservoir 1, as shown in figure 1, the regulating reservoir 1 connects CAST reaction tanks 2, CAST through B1 macerator pumps
Provided with selection area 6 and main reaction region 7 in reaction tank 2, selection area 6 is connected with 7 liang of main reaction region sections bottom, and in selection area 6
Interior provided with agitator with main reaction region 7, the bottom of main reaction region 7 is provided with micro-hole aerator, and micro-hole aerator connects air pump,
The bottom of CAST reaction tanks 2 connects regulating reservoir 1 through B2 sludge pumps connection selection area 6 and sludge-tank 4, the upper end of sludge-tank 4 through overflow pipe,
Provided with water installations are strained in the main reaction region 7, water installations output end connection clear water reserviors 3 are strained, the bottom of clear water reserviors 3 connects through B3 blowdown pumps
Connect photocatalysis sterilization device 5.
It is provided with the regulating reservoir 1 in liquid level gauge, main reaction region 7 and is provided with liquid level gauge, liquid level gauge is provided with clear water reserviors 3.
The water installations of straining strain water installations output end provided with M3 motor-driven valves, the connection choosing of B2 sludge pumps for funnel structure form
The output end for selecting area 6 and sludge-tank 4 is provided with M2 motor-driven valves and M1 motor-driven valves.
Micro-hole aerator, micro-hole aerator connection air pump are provided with the regulating reservoir 1 and sludge-tank 4.
The bottom of sludge-tank 4 is provided with outlet, and outlet connects B1 macerator pumps through valve.
The present apparatus employs Cyclic Activated Sludge System（CAST）The combined treatment process of+photocatalytic oxidation handles ship
Use sanitary sewage.The system is main by 5 groups of regulating reservoir 1, CAST reaction tanks 2, clear water reserviors 3, sludge-tank 4 and photocatalysis sterilization device
Into.System sets regulating reservoir to be used for sanitary sewage on collecting ship, and it is unstable to be adapted on ship sanitary sewage discharge, when change system
The big situation of number.CAST reaction tanks include selection area 6 and main reaction region 7, the connection of two sections bottoms, and set stirring in two regions
Device, while setting aerator in main reaction region.Set between CAST reaction tanks and clear water reserviors and strain water installations, for it will handle after
Clean clear liquid is collected into clear water reserviors.By water inlet-aeration, precipitation, slash water, water inlet-idle completion a cycle during operation,
CAST successful operation can be by the carbonaceous organic material in waste water and the pollutant removal including nitrogen, phosphorus.To prevent biochemical method from removing
Phosphorus effect is unable to stably reaching standard, it is considered to chemical dephosphorization measure is reserved in biochemistry pool, is improved by adding bodied ferric sulfate medicament
Phosphor-removing effect, reserves dispensing mouth at the top of main reaction region.System sets sludge-tank, for CAST reaction tanks in collection system operation
The sludge of generation, and periodically outer row.To ensure that the processing heel row middle microbiological indicator that discharges water meets pact, system is thorough from killing
Bottom, the photocatalytic oxidation without secondary pollution are used as post-order process.
1）Liquid-level switch is equipped with regulating reservoir and clear water reserviors, when water level is down to low liquid level, stops water pump（B1、B3）Work
Make；
3）B1 macerator pumps are toward in CAST reaction tanks when water filling, when CAST reactor liquid levels rise to high level, close
B1 macerator pumps are closed, stop water inlet；
4）Liquid level in mud storage pool rises to more than 1.8m, and regulating reservoir is flowed back to by overflow pipe.Reactor every 10 days or so,
Need the excess sludge in mud storage pool in outer row CASS reactors；
5）Reserved Dephosphorization reagent adds pipe at the top of main reaction pond, and chemical dephosphorization mould is opened when biological phosphor-removing effect is not good
Formula.
Mono- running-course control program of CAST：
1st, 0~0.5h：B1 macerator pumps are opened, and sewage lifting in regulating reservoir is entered to the selection area of CAST reaction tanks；It is synchronous
B2 sludge pumps, M2 motor-driven valves are opened, returned sludge is back to selection area from main reaction region；And start selection area 6 and main reaction
Agitator in area 7, anaerobic phosphorus release and anoxic denitrification reaction are carried out in selection area and main reaction region.
2nd, 50 points of 0.5~1h：The agitator closed in main reaction region 7, opens air pump, and oxygen, hair are provided to main reaction region
The effects such as raw organics removal, aerobic nitrification, suction phosphorus.
3rd, 50 points~1 hour 1 hour 55 points：Dosing pump is opened, bodied ferric sulfate medicine is added into biochemistry pool main reaction region
Liquid, improves chemical dephosphorization effect.
4th, 2~3h：Close B1 crushing, B2 sludge pumps, M2 motor-driven valves, agitator, air pump, the dosing pump for selecting area, reaction
Precipitated in pond；
5th, 3~4h：M3 motor-driven valves are opened, start draining, when reaction pit level is down to low liquid level, M3 motor-driven valves are closed,
Draining stops；B2 sludge pumps, M1 motor-driven valves are opened, is worked 15 minutes（It is adjustable）B2 sludge pumps, M1 motor-driven valves are closed afterwards（Or water
Position, which declines, closes B2 sludge pumps, M1 motor-driven valves after 0.03m）；
6th, 5~7h：That is next batch（1~3h）, B3 blowdown pumps are opened, water after processing is delivered to photocatalysis sterilization device,
It is outer after sterilization to arrange.
Claims (5)
1. a kind of marine sewage treatment system, including regulating reservoir（1）, it is characterised in that the regulating reservoir（1）Crushed through B1
Pump connects CAST reaction tanks（2）, CAST reaction tanks（2）It is interior to be provided with selection area（6）And main reaction region（7）, select area（6）It is anti-with master
Answer area（7）Two sections bottoms are connected, and in selection area（6）And main reaction region（7）It is interior to be provided with agitator, the main reaction region（7）
Bottom is provided with micro-hole aerator, micro-hole aerator connection air pump, CAST reaction tanks（2）Bottom is through B2 sludge pumps connection selection area
（6）And sludge-tank（4）, sludge-tank（4）Upper end connects regulating reservoir through overflow pipe（1）, the main reaction region（7）Interior be provided with strains water dress
Put, strain water installations output end connection clear water reserviors（3）, clear water reserviors（3）Bottom connects photocatalysis sterilization device through B3 blowdown pumps（5）.
2. a kind of marine sewage treatment system according to claim 1, it is characterised in that the regulating reservoir（1）It is interior
Provided with liquid level gauge, main reaction region（7）It is interior to be provided with liquid level gauge, clear water reserviors（3）It is interior to be provided with liquid level gauge.
3. a kind of marine sewage treatment system according to claim 1, it is characterised in that the water installations of straining are leakage
Bucket structure form, strains water installations output end provided with M3 motor-driven valves, B2 sludge pumps connection selection area（6）And sludge-tank（4）Output
End is provided with M2 motor-driven valves and M1 motor-driven valves.
4. a kind of marine sewage treatment system according to claim 1, it is characterised in that the regulating reservoir（1）With
Sludge-tank（4）It is interior to be provided with micro-hole aerator, micro-hole aerator connection air pump.
5. a kind of marine sewage treatment system according to claim 1, it is characterised in that the sludge-tank（4）Bottom
Portion is provided with outlet, and outlet connects B1 macerator pumps through valve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621361705.7U CN206494810U (en) | 2016-12-13 | 2016-12-13 | A kind of marine sewage treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621361705.7U CN206494810U (en) | 2016-12-13 | 2016-12-13 | A kind of marine sewage treatment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206494810U true CN206494810U (en) | 2017-09-15 |
Family
ID=59800412
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621361705.7U Expired - Fee Related CN206494810U (en) | 2016-12-13 | 2016-12-13 | A kind of marine sewage treatment system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206494810U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107055932A (en) * | 2016-12-13 | 2017-08-18 | 九江精密测试技术研究所 | A kind of marine domestic sewage processing system |
| CN111423055A (en) * | 2020-03-26 | 2020-07-17 | 江苏蓝天水净化工程有限公司 | Intermittent sewage treatment device for automobile washing sewage treatment |
-
2016
- 2016-12-13 CN CN201621361705.7U patent/CN206494810U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107055932A (en) * | 2016-12-13 | 2017-08-18 | 九江精密测试技术研究所 | A kind of marine domestic sewage processing system |
| CN111423055A (en) * | 2020-03-26 | 2020-07-17 | 江苏蓝天水净化工程有限公司 | Intermittent sewage treatment device for automobile washing sewage treatment |
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| GR01 | Patent grant | ||
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Granted publication date: 20170915 Termination date: 20181213 |