CN209128246U - A kind of integrated apparatus for Sewage from Ships processing - Google Patents
A kind of integrated apparatus for Sewage from Ships processing Download PDFInfo
- Publication number
- CN209128246U CN209128246U CN201821511642.8U CN201821511642U CN209128246U CN 209128246 U CN209128246 U CN 209128246U CN 201821511642 U CN201821511642 U CN 201821511642U CN 209128246 U CN209128246 U CN 209128246U
- Authority
- CN
- China
- Prior art keywords
- case
- membrane
- sewage
- denitrification
- biological reaction
- 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
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 55
- 238000012545 processing Methods 0.000 title claims abstract description 22
- 239000012528 membrane Substances 0.000 claims abstract description 105
- 238000006243 chemical reaction Methods 0.000 claims abstract description 61
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 39
- 238000005868 electrolysis reaction Methods 0.000 claims abstract description 16
- 239000007921 spray Substances 0.000 claims abstract description 15
- 238000004519 manufacturing process Methods 0.000 claims description 10
- 238000005273 aeration Methods 0.000 claims description 5
- 238000001471 micro-filtration Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 4
- 238000001728 nano-filtration Methods 0.000 claims description 4
- 238000000108 ultra-filtration Methods 0.000 claims description 4
- 239000000835 fiber Substances 0.000 claims description 3
- 238000005374 membrane filtration Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 27
- 230000008569 process Effects 0.000 abstract description 14
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 abstract description 12
- 239000010802 sludge Substances 0.000 abstract description 9
- 238000005516 engineering process Methods 0.000 abstract description 7
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 abstract description 6
- 229910052757 nitrogen Inorganic materials 0.000 abstract description 6
- 229910052698 phosphorus Inorganic materials 0.000 abstract description 6
- 239000011574 phosphorus Substances 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 5
- 238000005189 flocculation Methods 0.000 abstract description 5
- 230000016615 flocculation Effects 0.000 abstract description 5
- 238000006396 nitration reaction Methods 0.000 abstract description 5
- 230000032258 transport Effects 0.000 abstract description 3
- 230000005518 electrochemistry Effects 0.000 abstract description 2
- 238000006056 electrooxidation reaction Methods 0.000 abstract description 2
- 238000000926 separation method Methods 0.000 abstract description 2
- 238000005728 strengthening Methods 0.000 abstract 1
- 239000003403 water pollutant Substances 0.000 abstract 1
- 239000000463 material Substances 0.000 description 12
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 11
- 229910002651 NO3 Inorganic materials 0.000 description 11
- NHNBFGGVMKEFGY-UHFFFAOYSA-N Nitrate Chemical compound [O-][N+]([O-])=O NHNBFGGVMKEFGY-UHFFFAOYSA-N 0.000 description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 10
- 238000005276 aerator Methods 0.000 description 8
- 241000894006 Bacteria Species 0.000 description 7
- 239000005416 organic matter Substances 0.000 description 6
- 239000000460 chlorine Substances 0.000 description 5
- 229910052801 chlorine Inorganic materials 0.000 description 5
- QJGQUHMNIGDVPM-UHFFFAOYSA-N nitrogen group Chemical group [N] QJGQUHMNIGDVPM-UHFFFAOYSA-N 0.000 description 5
- 230000003647 oxidation Effects 0.000 description 5
- 238000007254 oxidation reaction Methods 0.000 description 5
- 238000004659 sterilization and disinfection Methods 0.000 description 5
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 4
- 230000009471 action Effects 0.000 description 4
- 229910021529 ammonia Inorganic materials 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 4
- 238000001914 filtration Methods 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 4
- 244000005700 microbiome Species 0.000 description 4
- 230000001737 promoting effect Effects 0.000 description 4
- 229910019142 PO4 Inorganic materials 0.000 description 3
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 3
- MMDJDBSEMBIJBB-UHFFFAOYSA-N [O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O.[NH6+3] Chemical compound [O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O.[NH6+3] MMDJDBSEMBIJBB-UHFFFAOYSA-N 0.000 description 3
- 239000004411 aluminium Substances 0.000 description 3
- 229910052782 aluminium Inorganic materials 0.000 description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 3
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 3
- 230000005611 electricity Effects 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 230000000737 periodic effect Effects 0.000 description 3
- 229910052725 zinc Inorganic materials 0.000 description 3
- 239000011701 zinc Substances 0.000 description 3
- 241001495402 Nitrococcus Species 0.000 description 2
- NBIIXXVUZAFLBC-UHFFFAOYSA-N Phosphoric acid Chemical compound OP(O)(O)=O NBIIXXVUZAFLBC-UHFFFAOYSA-N 0.000 description 2
- 229920000388 Polyphosphate Polymers 0.000 description 2
- 229920000037 Polyproline Polymers 0.000 description 2
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 description 2
- 238000002306 biochemical method Methods 0.000 description 2
- 239000000084 colloidal system Substances 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000003344 environmental pollutant Substances 0.000 description 2
- QWPPOHNGKGFGJK-UHFFFAOYSA-N hypochlorous acid Chemical compound ClO QWPPOHNGKGFGJK-UHFFFAOYSA-N 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000010452 phosphate Substances 0.000 description 2
- 231100000719 pollutant Toxicity 0.000 description 2
- 239000001205 polyphosphate Substances 0.000 description 2
- 235000011176 polyphosphates Nutrition 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 239000010936 titanium Substances 0.000 description 2
- 229910052719 titanium Inorganic materials 0.000 description 2
- 206010002660 Anoxia Diseases 0.000 description 1
- 241000976983 Anoxia Species 0.000 description 1
- 229910000975 Carbon steel Inorganic materials 0.000 description 1
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 1
- 206010021143 Hypoxia Diseases 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 238000009303 advanced oxidation process reaction Methods 0.000 description 1
- 230000004103 aerobic respiration Effects 0.000 description 1
- 229910000147 aluminium phosphate Inorganic materials 0.000 description 1
- 230000007953 anoxia Effects 0.000 description 1
- 230000000844 anti-bacterial effect Effects 0.000 description 1
- 239000010962 carbon steel Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000001311 chemical methods and process Methods 0.000 description 1
- 125000001309 chloro group Chemical group Cl* 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000029142 excretion Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- XLYOFNOQVPJJNP-ZSJDYOACSA-N heavy water Substances [2H]O[2H] XLYOFNOQVPJJNP-ZSJDYOACSA-N 0.000 description 1
- TUJKJAMUKRIRHC-UHFFFAOYSA-N hydroxyl Chemical compound [OH] TUJKJAMUKRIRHC-UHFFFAOYSA-N 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- -1 iron ion Chemical class 0.000 description 1
- 229910000155 iron(II) phosphate Inorganic materials 0.000 description 1
- 229910000399 iron(III) phosphate Inorganic materials 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910000069 nitrogen hydride Inorganic materials 0.000 description 1
- 239000007800 oxidant agent Substances 0.000 description 1
- 230000001590 oxidative effect Effects 0.000 description 1
- 230000001376 precipitating effect Effects 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Landscapes
- Water Treatment By Electricity Or Magnetism (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
Abstract
The utility model discloses a kind of integrated apparatus for Sewage from Ships processing, including electrochemical case, denitrification case, membrane biological reaction case, equipment room, electric cabinet and spray tank;Electrolysis method, activated sludge process and membrane technology organic combination to a reactor, are formd novel ship domestic sewage treatment process by the utility model.Using electrochemical oxidation, electric flocculation and nitration and opposite nitration, water pollutant is effectively removed, is directly discharged to ocean, interior river water and Water Environment In Lakes etc., the surplus sludge volume that membrane biological reaction case generates is few, and when ships being waited to pull in shore, half a year once transports outward discharge.The utility model integrated use electroxidation technology, electric flocculation technique, biologic treating technique and membrane separation technique, pass through reasonable arrangement process flow, Nitrogen/Phosphorus Removal is being stablized in the combination for strengthening electrochemistry and biochemical treatment, enhances sludge activity and prevents to make a breakthrough on fouling membrane.
Description
Technical field
The utility model relates to technical field of sewage, specifically a kind of integration for Sewage from Ships processing
Device.
Background technique
With the further development of shipping industry, Sewage from Ships is discharged as a kind of mobility pollution sources to sea
The influence in ocean, Water Environment in Urban Rivers and lake, reservoir is also on the rise.At the same time, the consciousness of people's environmental protection constantly mentions
Height, State Bureau of Environmental Protection also correspondingly revise ship pollution discharge standard, increase PH, COD, total chlorine, TN,
The item controlleds such as NH3-N, TP;And received BOD, SS tight, the emission limit of heat-resisting coliform group count, the processing of Sewage from Ships
Also by stern challenge.
Currently, Sewage from Ships processing mode is broadly divided into two kinds: first is that without emission type sewage treatment, second is that emission type
Sewage treatment.Sewage is mainly unified collection storage using the water storage tank on ship by no emission type sewage treatment, waits until ship
It pulls in shore again to handle sewage discharge, this mode is not suitable for large ship;Emission type sewage treatment is then by handling hand accordingly
Discharge will be carried out in accordance with regulations in section after sewage treatment to discharge standard.Emission type sewage water treatment method is broadly divided on usual ship:
Physico-chemical process, biochemical method, electrochemical process, advanced oxidation processes etc..Up to the present, traditional Technology of Ship Domestic Sewage Treatment has been
It is extremely difficult to the emission request of new standard.
Utility model content
Since the ship health department excretion period is shorter, the sewage of discharge is more fresher than sewerage system, decomposes
Degree is lower, therefore pollutional load is higher;And since personnel concentrate, so that the variation of draining water quality and quantity is very greatly, this is just to it
Sewage treatment process proposes higher requirement.For deficiency existing for existing traditional ship sanitary sewage disposal technology, fit
Realistic development is answered, the utility model provides a kind of integrated apparatus and method for Sewage from Ships processing, it is intended that solves
Sewage from Ships discharges problem not up to standard.
In order to achieve the above objectives, the technical solution adopted in the utility model is as follows:
A kind of integrated apparatus for Sewage from Ships processing, including electrochemical case, denitrification case, membrane biological reaction
Case, equipment room, electric cabinet and spray tank;Cathode plate and anode plate form electrolysis system built in the electrification case;The denitrification
Case and the membrane biological reaction case form nitrification-denitrification system, and membrane biological reaction bottom portion is equipped with aerator, described
Equipment room internal fan, ultraviolet sterilizer, metering dosing pump and production water pump, the electric cabinet inside PLC controller, the medical fluid
Case is used to store the solution of backwash film;The blower, ultraviolet sterilizer, metering dosing pump and production water pump and the PLC are controlled
Device is electrically connected.
Further, the electrochemical case is located at denitrification case upper left side, and the membrane biological reaction case is located at the anti-nitre
Change on the right side of case, it is fixed above the denitrification case to mount the equipment room, it is respectively fixed with above the equipment room described automatically controlled
Case and spray tank.
Further, the spacing between the cathode plate and the anode plate is 10~30mm.
Further, the membrane module in the membrane biological reaction case is curtain plate membrane or hollow-fibre membrane.
Further, the membrane module is composed in parallel by membrane component, and the membrane component is in microfiltration membranes, ultrafiltration membrane or nanofiltration membrane
Any one or at least two combination.
Using the method for above-mentioned apparatus processing Sewage from Ships, include the following steps:
(1) Sewage from Ships is promoted to the electrochemical case by elevator pump, and the cathode plate is connected with the cathode of power supply,
The anode plate is connected with the anode of power supply, and voltage is 5~15V, and current density is 20~200A/m2, the cathode plate and institute
Stating the spacing between anode plate is 10~30mm, removes denitrification and phosphorus by electrolysis;
According to the difference of pollutant concentration, using 20~200A/m2Current density can effectively utilize the energy;
Wherein, the electrochemical case electrolysis principle is as follows:
Electrolysis method dephosphorization: in electrolytic process, metal iron electrode loses electronics in anode and generates iron ion, phosphoric acid in solution
Root and Fe3+And Fe2+Reaction generates FePO4And Fe3(PO4)2Precipitating;Part Fe simultaneously2+And Fe3+And OH-Reaction generates Fe (OH)2
With Fe (OH)3Colloid, and the colloid has certain absorption property by the PO in solution4 3-It is adsorbed on its surface, with precipitating
With removal;And in cathode H+It obtains being electronically generated H2Air bearing effect, PO occurs4 3-It will be with H2It is discharged together.
Electrolysis method denitrogenation: generating Hydroxyl radical HO since hydrone discharges in anode surface, and HO is a kind of tool
There is the oxidant of very Strong oxdiative current potential, it being capable of ammonia nitrogen and some organic matters in direct oxidation water.And in the solution there are chlorine from
Son, in electrolytic process, chloride ion loses electronics in anode and generates chlorine, and chlorine is dissolved in water and generates the secondary chlorine with oxidisability
Acid, ammonia nitrogen, which is oxidized, generates N2It is removed.The hypochlorous acid of generation has certain oxidisability, and then can remove corresponding organic
Object, at the same time, hypochlorous acid also have certain bactericidal effect.
(2) sewage after the electrochemical case electrolysis flow to the denitrification case, occurs aminating reaction, after aminating reaction
Water enter the membrane biological reaction case, the aerator in membrane biological reaction bottom portion carry out oxygenic aeration formed it is aerobic
Area promotes microorganism to the oxygenolysis of organic matter, reduces COD, BOD value in sewage, while also promoting nitrifier to ammonia
The oxidation of nitrogen forms nitrate;
Water after reacting in the membrane biological reaction case is back to the denitrification case, under anaerobic environment, denitrification
Nitrate is converted to nitrogen and enters atmosphere by bacterium, to realize the process of denitrogenation;
Water after denitrification enters the membrane biological reaction case, removes most SS by the filtering of film;
Its concrete principle is as follows:
By the electrochemical case, treated that sewage initially enters the denitrification case, and nitrogenous in this stage effluent has
Machine object is decomposed under the action of ammonifiers and is converted into ammoniacal nitrogen, and reaction is as follows:
RCH-NH2+O2→R-+CO2+NH3
Enter the aerobic section in the membrane biological reaction case through the denitrification case treated sewage, in this stage ammonia nitrogen
It under the action of nitrococcus, nitrifier, and then decomposes and is oxidized to cultured water and nitrate nitrogen, reaction is as follows:
Nitrococcus: NH4 ++3/2O2→NO2 -+H2O+2H+
Then cultured water is further converted to nitrate nitrogen under the action of Nitromonas, and reaction is as follows:
NO2 -+1/2O2→NO3 -
Nitrifier: NH4 ++2O2→NO3 -+H2O+2H+
Sewage backflow after nitration reaction to the denitrification case, nitrate nitrogen and cultured water anoxic environment item
Part, and under the action of denitrifying bacterium, it is reduced into N2.It reacts as follows:
NO2 -+ 3H (electron donor) → 1/2N2+H2O+OH-
NO3 -+ 5H (electron donor) → 1/2N2+2H2O+OH-
Its dephosphorization principle is as follows:
Under the denitrification case anoxia condition, the intracorporal ATP of polyP bacteria is hydrolyzed, and releases PO4 3-And energy, shape
At ADP;Under aerobic condition, polyP bacteria carries out aerobic respiration, constantly decomposes its intracorporal organic matter, while also from external environment
Organic matter is absorbed, and the phosphate radical of this part intake is far longer than the phosphate radical of anoxic section release, goes dephosphorization with this.
(3) pass through the disinfection of ultraviolet light, then discharge.
Compared with prior art, the advantages of the utility model and good effect is as follows:
Electrolysis unit is formed into integrated device in conjunction with MBR membrane bioreactor, structure is not only simplified, reduces body
Product, also considerably reduces occupied area and cost of manufacture, and low cost is suitable for various ships;Film design more can built in equipment
Adapt to ship particular job condition, without unpicking and washing, automatic cleaning maintenance lengthen membrane lifetime more, be used for a long time;Sludge discharge
Seldom, sludge treatment expense is low;Carbon steel or stainless steel etc. can be used in device materials, and it is high to recycle value;Equipment uses PLC certainly
Dynamic control, facilitates operation to run, and is applicable in 24 hours unmanned engine rooms;This Sewage from Ships processing equipment is suitable on processing ship
Buck, Heisui River have stronger impact resistance, high to the removal efficiency of pollutant, and stable water outlet is up to standard.
Detailed description of the invention
Fig. 1 is the side structure cross-sectional view of device described in the utility model;
Fig. 2 is the top view of device described in the utility model.
Specific embodiment
It is necessary to understand that, "upper", "lower", "top", "bottom", "inner", "outside" etc. refer in the description of the present invention,
The orientation or positional relationship shown is to be based on the orientation or positional relationship shown in the drawings, target only the utility model for ease of description
It is described with simplifying, is not that indication or suggestion institute finger must have a particular orientation, be constructed and operated in a specific orientation,
Therefore it should not be understood as limiting the present invention.
It elaborates with reference to the accompanying drawing to specific embodiment of the utility model.
Embodiment 1
A kind of integrated apparatus for Sewage from Ships processing, as shown in Figs. 1-2, including electrochemical case 1, denitrification case
2, membrane biological reaction case 3, equipment room 4, electric cabinet 5 and spray tank 6;Cathode plate built in the electrification case 1 and anode plate composition electricity
Solution system;The denitrification case 2 and the membrane biological reaction case 3 form nitrification-denitrification system, the membrane biological reaction case 3
Bottom is equipped with aerator, 4 internal fan of equipment room, ultraviolet sterilizer, metering dosing pump and production water pump, the electric cabinet
5 inside PLC controllers,
The spray tank 6 is used to store the solution of backwash film;The blower, ultraviolet sterilizer, metering dosing pump and production
Water pump and the PLC controller are electrically connected.
The electrification case 1 is located at 2 upper left side of denitrification case, and the membrane biological reaction case 3 is located at the denitrification case 2
Right side, fixation mounts the equipment room 4 above the denitrification case 2, is respectively fixed with the electric cabinet above the equipment room 4
5 and spray tank 6.
The cathode plate electrode used therein material is aluminium;The anode plate electrode used therein material is the group of aluminium and titanium
It closes.
Membrane module in the membrane biological reaction case 3 is curtain plate membrane.
The membrane module is composed in parallel by membrane component, and the membrane component is the combination of microfiltration membranes and nanofiltration membrane.
The membrane module periodic cleaning of the membrane biological reaction case 3 is washed once for 7 days for the period;When rinsing membrane module, valve is opened
Door, solution backwash membrane module by flow by gravity.
Using the method for above-mentioned apparatus processing Sewage from Ships, include the following steps:
(1) Sewage from Ships is promoted to the electrochemical case by elevator pump, and the cathode plate is connected with the cathode of power supply,
The anode plate is connected with the anode of power supply, voltage 10V, current density 100A/m2, the cathode plate and the anode plate
Between spacing be 20mm, by electrolysis remove denitrification and phosphorus;
(2) sewage after the electrochemical case electrolysis flow to the denitrification case, occurs aminating reaction, after aminating reaction
Water enter the membrane biological reaction case, the aerator in membrane biological reaction bottom portion carry out oxygenic aeration formed it is aerobic
Area promotes microorganism to the oxygenolysis of organic matter, reduces COD, BOD value in sewage, while also promoting nitrifier to ammonia
The oxidation of nitrogen forms nitrate;
Water after reacting in the membrane biological reaction case is back to the denitrification case, under anaerobic environment, denitrification
Nitrate is converted to nitrogen and enters atmosphere by bacterium, to realize the process of denitrogenation;
Water after denitrification enters the membrane biological reaction case, removes most SS by the filtering of film;
(3) pass through the disinfection of ultraviolet light, then discharge.
Embodiment 2
A kind of integrated apparatus for Sewage from Ships processing, as shown in Figs. 1-2, including electrochemical case 1, denitrification case
2, membrane biological reaction case 3, equipment room 4, electric cabinet 5 and spray tank 6;Cathode plate built in the electrification case 1 and anode plate composition electricity
Solution system;The denitrification case 2 and the membrane biological reaction case 3 form nitrification-denitrification system, the membrane biological reaction case 3
Bottom is equipped with aerator, 4 internal fan of equipment room, ultraviolet sterilizer, metering dosing pump and production water pump, the electric cabinet
5 inside PLC controllers, the spray tank 6 are used to store the solution of backwash film;The blower, ultraviolet sterilizer, metering dosing
Pump and production water pump and the PLC controller are electrically connected.
The electrification case 1 is located at 2 upper left side of denitrification case, and the membrane biological reaction case 3 is located at the denitrification case 2
Right side, fixation mounts the equipment room 4 above the denitrification case 2, is respectively fixed with the electric cabinet above the equipment room 4
5 and spray tank 6.
The cathode plate electrode used therein material is the combination of titanium and zinc material;The anode plate electrode used therein material is iron
Material.
Membrane module in the membrane biological reaction case 3 is hollow-fibre membrane.
The membrane module is composed in parallel by membrane component, and the membrane component is ultrafiltration membrane.
The membrane module periodic cleaning of the membrane biological reaction case 3 is washed once for 7 days for the period;When rinsing membrane module, valve is opened
Door, solution backwash membrane module by flow by gravity.
Using the method for above-mentioned apparatus processing Sewage from Ships, include the following steps:
(1) Sewage from Ships is promoted to the electrochemical case by elevator pump, and the cathode plate is connected with the cathode of power supply,
The anode plate is connected with the anode of power supply, voltage 5V, current density 20A/m2, the cathode plate and the anode plate it
Between spacing be 10mm, by electrolysis remove denitrification and phosphorus;
(2) sewage after the electrochemical case electrolysis flow to the denitrification case, occurs aminating reaction, after aminating reaction
Water enter the membrane biological reaction case, the aerator in membrane biological reaction bottom portion carry out oxygenic aeration formed it is aerobic
Area promotes microorganism to the oxygenolysis of organic matter, reduces COD, BOD value in sewage, while also promoting nitrifier to ammonia
The oxidation of nitrogen forms nitrate;
Water after reacting in the membrane biological reaction case is back to the denitrification case, under anaerobic environment, denitrification
Nitrate is converted to nitrogen and enters atmosphere by bacterium, to realize the process of denitrogenation;
Water after denitrification enters the membrane biological reaction case, removes most SS by the filtering of film;
(3) pass through the disinfection of ultraviolet light, then discharge.
Embodiment 3
A kind of integrated apparatus for Sewage from Ships processing, as shown in Figs. 1-2, including electrochemical case 1, denitrification case
2, membrane biological reaction case 3, equipment room 4, electric cabinet 5 and spray tank 6;Cathode plate built in the electrification case 1 and anode plate composition electricity
Solution system;The denitrification case 2 and the membrane biological reaction case 3 form nitrification-denitrification system, the membrane biological reaction case 3
Bottom is equipped with aerator, 4 internal fan of equipment room, ultraviolet sterilizer, metering dosing pump and production water pump, the electric cabinet
5 inside PLC controllers, the spray tank 6 are used to store the solution of backwash film;The blower, ultraviolet sterilizer, metering dosing
Pump and production water pump and the PLC controller are electrically connected.
The electrification case 1 is located at 2 upper left side of denitrification case, and the membrane biological reaction case 3 is located at the denitrification case 2
Right side, fixation mounts the equipment room 4 above the denitrification case 2, is respectively fixed with the electric cabinet above the equipment room 4
5 and spray tank 6.
The cathode plate electrode used therein material is zinc material;The anode plate electrode used therein material is iron material, aluminium and zinc material
Combination.
Membrane module in the membrane biological reaction case 3 is curtain plate membrane.
The membrane module is composed in parallel by membrane component, and the membrane component is the combination in microfiltration membranes, ultrafiltration membrane and nanofiltration membrane.
The membrane module periodic cleaning of the membrane biological reaction case 3 is washed once for 7 days for the period;When rinsing membrane module, valve is opened
Door, solution backwash membrane module by flow by gravity.
Using the method for above-mentioned apparatus processing Sewage from Ships, include the following steps:
(1) Sewage from Ships is promoted to the electrochemical case by elevator pump, and the cathode plate is connected with the cathode of power supply,
The anode plate is connected with the anode of power supply, voltage 15V, current density 200A/m2, the cathode plate and the anode plate
Between spacing be 30mm, by electrolysis remove denitrification and phosphorus;
(2) sewage after the electrochemical case electrolysis flow to the denitrification case, occurs aminating reaction, after aminating reaction
Water enter the membrane biological reaction case, the aerator in membrane biological reaction bottom portion carry out oxygenic aeration formed it is aerobic
Area promotes microorganism to the oxygenolysis of organic matter, reduces COD, BOD value in sewage, while also promoting nitrifier to ammonia
The oxidation of nitrogen forms nitrate;
Water after reacting in the membrane biological reaction case is back to the denitrification case, under anaerobic environment, denitrification
Nitrate is converted to nitrogen and enters atmosphere by bacterium, to realize the process of denitrogenation;
Water after denitrification enters the membrane biological reaction case, removes most SS by the filtering of film;
(3) pass through the disinfection of ultraviolet light, then discharge.
The utility model handles sewage using electroxidation method, electric flocculation method, biochemical method and membrane filter method, then disappears through ultraviolet
It is discharged after malicious device disinfection, water energy that treated reaches " ship Sewage Water Emissions control standard " (GB3552-2018).It is described
The excess sludge half a year generated in membrane biological reaction case 3 once transports outward discharge.
The utility model to a reactor, forms electrolysis method, activated sludge process and membrane technology organic combination novel
Sewage from Ships treatment process.Using electrochemical oxidation, electric flocculation and nitration and opposite nitration, effectively removes in water and pollute
Object is directly discharged to ocean, interior river water and Water Environment In Lakes etc., and the surplus sludge volume that membrane biological reaction case generates is few, waits ships
When oceangoing ship pulls in shore, half a year once transports outward discharge.The utility model integrated use electroxidation technology, electric flocculation technique, biological treatment
Technology and membrane separation technique are strengthened the combination of electrochemistry and biochemical treatment, are removed stablizing denitrogenation by reasonable arrangement process flow
Phosphorus effect enhances sludge activity and prevents to make a breakthrough on fouling membrane.
Above-described embodiment is only the more excellent embodiment of the utility model, all according to the technical essence of the utility model pair
Any simple modification, modification and alternate variation made for any of the above embodiments, are all within the scope of the technical scheme of the utility model.
Claims (5)
1. a kind of integrated apparatus for Sewage from Ships processing, which is characterized in that including electrochemical case, denitrification case, film
Biological respinse case, equipment room, electric cabinet and spray tank;Cathode plate and anode plate form electrolysis system built in the electrification case;Institute
Denitrification case and membrane biological reaction case composition nitrification-denitrification system are stated, membrane biological reaction bottom portion is equipped with aeration
Device, the equipment room internal fan, ultraviolet sterilizer, metering dosing pump and production water pump, the electric cabinet inside PLC control
Device, the spray tank are used to store the solution of backwash film;The blower, ultraviolet sterilizer, metering dosing pump and produce water pump with
The PLC controller is electrically connected.
2. a kind of integrated apparatus for Sewage from Ships processing according to claim 1, which is characterized in that described
Electrochemical case is located at denitrification case upper left side, and the membrane biological reaction case is located on the right side of the denitrification case, the denitrification
It is fixed above case to mount the equipment room, the electric cabinet and spray tank are respectively fixed with above the equipment room.
3. a kind of integrated apparatus for Sewage from Ships processing according to claim 1, which is characterized in that described
Spacing between cathode plate and the anode plate is 10~30mm.
4. a kind of integrated apparatus for Sewage from Ships processing according to claim 1, which is characterized in that described
Membrane module in membrane biological reaction case is curtain plate membrane or hollow-fibre membrane.
5. a kind of integrated apparatus for Sewage from Ships processing according to claim 4, which is characterized in that described
Membrane module is composed in parallel by membrane component, and the membrane component is any one or at least two in microfiltration membranes, ultrafiltration membrane or nanofiltration membrane
The combination of kind.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821511642.8U CN209128246U (en) | 2018-09-17 | 2018-09-17 | A kind of integrated apparatus for Sewage from Ships processing |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821511642.8U CN209128246U (en) | 2018-09-17 | 2018-09-17 | A kind of integrated apparatus for Sewage from Ships processing |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209128246U true CN209128246U (en) | 2019-07-19 |
Family
ID=67228387
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821511642.8U Active CN209128246U (en) | 2018-09-17 | 2018-09-17 | A kind of integrated apparatus for Sewage from Ships processing |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209128246U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109052861A (en) * | 2018-09-17 | 2018-12-21 | 江西四冶钢结构有限责任公司 | A kind of integrated apparatus and method for Sewage from Ships processing |
-
2018
- 2018-09-17 CN CN201821511642.8U patent/CN209128246U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109052861A (en) * | 2018-09-17 | 2018-12-21 | 江西四冶钢结构有限责任公司 | A kind of integrated apparatus and method for Sewage from Ships processing |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102139990B (en) | Ultrasonic combined waste water treatment process and system of refuse leachate | |
CN102786183B (en) | Method for processing garbage leachate | |
US20240140848A1 (en) | Electrochemical nitrogen and phosphorus removal device and method | |
CN102120678B (en) | Sewage recycling device based on electrolysis and membrane biological reactor technology and method thereof | |
CN102249501B (en) | Device and method for treating wastewater produced by hair-product manufacturing | |
JP2021100744A (en) | Polluted water purification method and device for removing phosphate and nitrate ions | |
CN100371268C (en) | A kind of treatment method of tannery wastewater | |
CN109052861A (en) | A kind of integrated apparatus and method for Sewage from Ships processing | |
CN105731604A (en) | Advanced treatment method for electroplating wastewater | |
CN112939294A (en) | Electrolytic oxidation method and system for synchronous denitrification and decarbonization | |
Ma et al. | Electrochemical membrane bioreactors for sustainable wastewater treatment: principles and challenges | |
CN209128246U (en) | A kind of integrated apparatus for Sewage from Ships processing | |
CN105060656B (en) | Biochemical system auxiliary device and application thereof | |
KR101458177B1 (en) | Water-treatment system usning alloy catalyst reactor system | |
CN102923828A (en) | Treatment facility of landfill leachate and treatment method thereof | |
CN105936571A (en) | Method for processing polyurethane (PU) synthetic leather wastewater | |
CN111747609A (en) | A method for electrochemically treating aquaculture wastewater | |
CN202116407U (en) | A device for treating catering wastewater | |
CN206255960U (en) | A kind of city domestic sewage processing system | |
CN116514299A (en) | Landfill leachate membrane concentrate processing system | |
CN115557648A (en) | Hair product wastewater treatment system and treatment method thereof | |
CN210140521U (en) | Printing industry effluent disposal system | |
US10820579B2 (en) | Water quality purification device, water purifier and aquarium using the same | |
CN201250138Y (en) | Ozone iron-zinc bed catalyzing device for wastewater treatment | |
CN207159049U (en) | One kind utilizes light electrolysis, anaerobism and BAF PROCESS FOR TREATMENT bamboo product waste plants |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |