CN105967378A - Device and method for synchronously recycling ammonia nitrogen and phosphorus from sewage - Google Patents

Device and method for synchronously recycling ammonia nitrogen and phosphorus from sewage Download PDF

Info

Publication number
CN105967378A
CN105967378A CN201610249075.2A CN201610249075A CN105967378A CN 105967378 A CN105967378 A CN 105967378A CN 201610249075 A CN201610249075 A CN 201610249075A CN 105967378 A CN105967378 A CN 105967378A
Authority
CN
China
Prior art keywords
zone
sewage
ammonia nitrogen
phosphorus
district
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.)
Pending
Application number
CN201610249075.2A
Other languages
Chinese (zh)
Inventor
郭雪松
欧昌海
肖本益
刘俊新
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Research Center for Eco Environmental Sciences of CAS
Original Assignee
Research Center for Eco Environmental Sciences of CAS
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Research Center for Eco Environmental Sciences of CAS filed Critical Research Center for Eco Environmental Sciences of CAS
Priority to CN201610249075.2A priority Critical patent/CN105967378A/en
Publication of CN105967378A publication Critical patent/CN105967378A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/20Treatment of water, waste water, or sewage by degassing, i.e. liberation of dissolved gases
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/5281Installations for water purification using chemical agents
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/66Treatment of water, waste water, or sewage by neutralisation; pH adjustment
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/105Phosphorus compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/16Nitrogen compounds, e.g. ammonia

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Activated Sludge Processes (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

A device for synchronously recycling ammonia nitrogen and phosphorus from sewage comprises an aeration zone (1), a transition zone (2), a settling zone (3) and a sludge zone (4) which construct a device main body, and an absorption zone (5) arranged outside the device main body and connected with the device main body through a pipeline inserting into the interior of the absorption zone. With use of the device for treating the sewage, hot air and a metal salt are respectively introduced into the aeration zone, the ammonia nitrogen in the sewage is blow-stripped and absorbed, and at the same time, phosphate radicals form a precipitate and are discharged, so that the ammonia nitrogen and phosphorus are synchronously recycled. With the use of the device and method, the recycling rates of the ammonia nitrogen and phosphorus in the sewage are 82% or more and 95% or more respectively; the device and method have the advantages of stable effect, high recycling rate, simple operation and easy operation; the device can be arranged flexibly according to the need of the process and has a broad application prospect.

Description

A kind of synchronization from sewage reclaims ammonia nitrogen and the device and method of phosphorus
Technical field
The present invention relates to a kind of synchronization from sewage and reclaim ammonia nitrogen and the device and method of phosphorus, belong to water pollution control and resource regeneration Technical field.
Background technology
The inorganic matters such as nitrogen in sewage, phosphorus are often considered to cause the main arch-criminal of the environmental pollutions such as body eutrophication, therefore, and people Spend substantial amounts of material resources, financial resources to remove the nitrogen in sewage, phosphorus, minimize impact with reach environmental pollution.According at present From the point of view of each sewage treatment process is to the disposition of sewage, the removal effect of COD and SS is preferable, but the removal situation of nitrogen, phosphorus The most not ideal.High ammonia nitrogen in sewage can affect the activity of microorganism, and microorganism also can when aerobic phosphorus absorption, anaerobic phosphorus release Clash with the technique removing ammonia nitrogen, cause nitrogen, the aqueous concentration of phosphorus does not reaches discharge standard.
Being difficult to process problem up to standard for nitrogen, phosphorus, many researchers propose the technique such as advanced treating, multistep treatment, Make nitrogen phosphorus be removed, but these techniques have, and complex process, floor space be big, energy consumption increases and the new problem such as management difficulty. Meanwhile, going to denitrogenate, phosphorus time, also result in the waste of these resources.
Summary of the invention
For problem above, the present invention provides a kind of synchronization from sewage to reclaim ammonia nitrogen and the device of phosphorus, it is adaptable to process various height Ammonia nitrogen, the sewage of high phosphorus concentration.Apparatus of the present invention can reclaim ammonia nitrogen and phosphor resource from sewage, and can need spirit according to technique Live and arrange this device, simultaneously through the process of this device, the biodegradability of sewage be improved significantly.
Ammonia nitrogen, when water condition is alkalescence and heating, can evaporate into air from water body with the form of ammonia.Its volatilization process can It is expressed as with chemical formula:
NH4 +→NH3↑+H+
By being passed through hot-air in sewage, hot-air, through the effect of aerator, forms substantial amounts of small hot-air, small Hot-air contact with water body, so that the heated effect of ammonia nitrogen in water body and enter in absorbing liquid with air, ammonia nitrogen Thus be recycled.
Phosphate radical in water body can generate ammoniomagnesium phosphate and magnesium phosphate precipitation with the reactive magnesium in water body.Its precipitation process can be used Chemical formula is expressed as:
Mg2++PO4 3-=Mg3(PO4)2
Mg2++NH4 ++PO4 3-+6H20=MgNH4PO4·6H20↓
By putting into magnesium salt in sewage, the phosphate radical in sewage can be made to generate precipitation, thus be recovered to phosphorus.Therefrom it has been also found that While reclaiming phosphorus, ammonia nitrogen has also assisted in reaction, is the most also conducive to the resource of ammonia nitrogen to reclaim.
To achieve these goals, the technical solution used in the present invention is as follows:
A kind of synchronization from sewage reclaims ammonia nitrogen and the device of phosphorus, including: (1) aeration zone, main ammonia nitrogen removal and phosphate radical Learn conversion zone, make ammonia-nitrogen desorption by hot-air and play stirring action;(2) transition region, is arranged at the lower section of aeration zone, Avoid aeration on decanting zone and the impact in mud district;(3) decanting zone, is arranged at the outside of aeration zone, makes precipitation and the water of generation Body separates;(4) mud district, is arranged at the lower section of transition region, the phosphorus magnesium precipitate produced for of short duration storage;(5) uptake zone, Equipped with absorbing liquid, for absorbing by the ammonia nitrogen gas of stripping.Wherein, aeration zone, transition region, decanting zone and mud district constitute The main body of apparatus of the present invention, uptake zone is arranged on the outside of apparatus main body, by inserting the master of the pipeline within uptake zone and device Body connects.
For the ease of handling and operation, the main body of apparatus of the present invention can be divided into again I and II two parts, and I part includes inside it Aeration zone, II part includes its internal transition region, decanting zone and mud district, with I within wherein decanting zone is positioned at II part The region of formation it is spaced outside part.
Can be connected by modes such as flange, screw thread or sleeves between described I part and II part.
Being provided with into water and drug-feeding tube in described aeration zone, one end that water inlet and drug-feeding tube are positioned at outside aeration zone is respectively provided with into water Mouth and feeding opening;Being provided with air inlet pipe in described aeration zone, air inlet pipe is positioned at the one end outside aeration zone and arranges air inlet, air inlet Pipe is positioned at the one end within aeration zone and connects aerator;It is additionally provided with gas outlet, by pipeline and absorption outside described aeration zone District connects;The top of described decanting zone is provided with downflow weir and outlet;The bottom in described mud district is provided with Valve controlling Mud discharging mouth.
Preferably, described aeration zone is cylindrical, and its ratio of height to diameter is (2.5~8): 1;
Preferably, described transition region is cylindrical, and its ratio of height to diameter is (0.6~1.5): 1;The hydraulic detention time of transition region can be 0.5~2.5h.
Preferably, the ratio of height to diameter of described decanting zone is (3~6): 1, and the hydraulic detention time of decanting zone can be 2~12h.
Preferably, described downflow weir is triangular sawtooth shape;
Preferably, described mud district is triangular pyramidal, can be 30 °~60 ° with the angle of inclination of horizontal plane, the mud in mud district The time of staying can be 6~48h.
Preferably, described uptake zone can be cylindrical or square column type, and the absorbing liquid of uptake zone can be concentration 10~the acid solution of 30%.
The present invention also provides for a kind of utilizing said apparatus to synchronize to reclaim ammonia nitrogen and the method for phosphorus from sewage, comprises the steps:
First the pH for the treatment of sewage is adjusted to 4~14, enters aeration zone (1) by water inlet (6), then by air inlet (8) In aeration zone, it is passed through hot-air, forms substantial amounts of micro-bubble and waste water by the effect of aerator (10), make dirt Ammonia nitrogen in water is by stripping, and is entered in uptake zone (5) be absorbed by liquid absorption by gas outlet (9), and ammonia nitrogen is recycled; Meanwhile, in sewage, add slaine by feeding opening (7), by the stirring action of air, the phosphate radical in sewage rapidly with Reacting metal salt generates precipitation, and the sewage through reaction enters into transition region (2) from aeration zone (1), subsequently into decanting zone (3) Settling, after precipitation separates with water body, water body passes through downflow weir (11), outlet (12) discharge;Precipitate Matter enters into mud district (4), is discharged by the mud discharging mouth (14) controlled by valve (13), precipitation is dried thus be recovered to Phosphorus.
Preferably, the temperature being passed through hot-air in aeration zone is 80~100 DEG C, and aeration time is 3~6h.
Described slaine includes but not limited to the magnesium salt of solubility, iron salt and calcium salt one of which.
Preferably, in above-mentioned operational approach, add slaine and be characterised by: when treatment sewage pH is 8~11, throw Add magnesium salt;When treatment sewage pH is 4~7, add iron salt;When treatment sewage pH is more than 11, add calcium salt.
The method and device synchronizing recovery ammonia nitrogen and phosphorus that the present invention provides has the advantages that can be effectively in sewage Ammonia nitrogen and the pollutant such as phosphorus be converted into resource and reclaim, it is achieved turn waste into wealth;Reduce the ammonia nitrogen in sewage and phosphorus concentration, There is the biodegradability improving sewage;Apparatus of the present invention reclaim ammonia nitrogen and the effect stability of phosphorus, and the response rate is high, simple to operate, hold Easily operation, can need this device of flexible arrangement according to technique.
Accompanying drawing explanation
Fig. 1 is the structural representation of device in the embodiment of the present invention;
Fig. 2 is I part-structure schematic diagram of apparatus main body in the embodiment of the present invention;
Fig. 3 is II part-structure schematic diagram of apparatus main body in the embodiment of the present invention;
Wherein: 1-aeration zone, 2-transition region, 3-decanting zone, 4-mud district, 5-uptake zone, 6-water inlet, 7-enters Medicine mouth, 8-air inlet, 9-gas outlet, 10-aerator, 11-downflow weir, 12-outlet, 13-valve, 14 -mud discharging mouth, I part of I-apparatus main body, II part of II-apparatus main body..
Detailed description of the invention
Below by specific embodiment, and combine accompanying drawing, be further discussed below the present invention.Unless stated otherwise, embodiment Middle techniques not described means all can realize by mode known in those skilled in the art.It addition, embodiment is interpreted as Illustrative, and unrestricted the scope of the present invention, the spirit and scope of the invention are limited only by the claims that follow.For ability For field technique personnel, on the premise of without departing substantially from spirit and scope of the present invention, to the material component in these embodiments, use Various amendments that amount, size, shape are carried out, replace, improve and fall within protection scope of the present invention, and the present invention is limited Design parameter should have admissible range of error.
In order to be more fully understood that the present invention, main portions or parts to relating in figure are numbered.It is identically numbered expression phase With or similar position or parts, there is essentially identical function, but its size concrete in difference figure or embodiment, shape, Structure is the most identical.
Embodiment 1
With reference to shown in Fig. 1-3, in one exemplary embodiment of the present invention, a kind of from sewage, synchronize to reclaim ammonia nitrogen and phosphorus Device, including: aeration zone 1, main ammonia nitrogen removal and phosphate radical chemical reaction region, make ammonia-nitrogen desorption by hot-air and rise To stirring action;Transition region 2, is arranged at the lower section of aeration zone 1, it is to avoid aeration is on decanting zone and the impact in mud district;Sedimentation District 3, is arranged at the outside of aeration zone 1, makes the precipitation of generation separate with water body;Mud district 4, is arranged at the lower section of transition region 2, The precipitation produced for of short duration storage;Uptake zone 5, equipped with absorbing liquid, for absorbing by the ammonia nitrogen gas of stripping.Wherein, Aeration zone 1, transition region 2, decanting zone 3 and mud district 4 constitute the main body of apparatus of the present invention, and uptake zone 5 is arranged on device master The outside of body, is connected with apparatus main body by inserting the pipeline within uptake zone.
The main body of apparatus of the present invention can be divided into again I and II two parts, and I part includes its internal aeration zone 1, II part bag Include its internal transition region 2, decanting zone 3 and mud district 4, be spaced outside wherein decanting zone 3 is positioned at I part and within II part The region formed.By making the Flange joint of internal diameter 84mm by oneself between described I part and II part.
Be provided with into water and drug-feeding tube in described aeration zone 1, water inlet and drug-feeding tube be positioned at the one end outside aeration zone be respectively provided with into The mouth of a river 6 and feeding opening 7;Being provided with air inlet pipe in described aeration zone 1, one end that air inlet pipe is positioned at outside aeration zone arranges air inlet Mouth 8, air inlet pipe is positioned at the one end within aeration zone and connects aerator 10;Described aeration zone 1 is outside is additionally provided with gas outlet 9, It is connected with uptake zone 5 by pipeline;The top of described decanting zone 3 is provided with downflow weir 11 and outlet 12;Described mud district 4 Bottom be provided with valve 13 control mud discharging mouth 14.
In the present embodiment, each several part parameter of device is as follows: apparatus main body is cylinder;The height of aeration zone 1 is 2dm, Radius is 0.3dm, and effective volume is 5L;The height of transition region 2 is 0.5dm, and radius is 0.42dm, and effective volume is 0.25 L;The height of decanting zone 3 is 2dm, and radius is 0.42dm, and effective volume is 0.5L;Mud district 4 is triangular pyramidal, hypotenuse Being 30 ° with the angle of inclination of horizontal plane, effective volume is 0.12L;Uptake zone 5 is placed 30% sulfuric acid solution.
Utilize said apparatus, centrifugalled Beijing high ferro fecal sewage is carried out the recovery experiment of ammonia nitrogen and phosphorus, process Scale is 1L/d.After being adjusted pH, the water quality situation of this high ferro fecal sewage is as follows: pH 9.0, COD 3500mg/L, Ammonia nitrogen 2700mg/L, phosphate 110mg/L.
High ammonia nitrogen, the sewage of high phosphorus enter aeration zone 1 from water inlet 6, and magnesium salt enters aeration zone 1, hot-air by feeding opening 7 Entered aeration zone 1 by air inlet 8 and formed small hot-air by aerator 10, by the heat effect of air, making water body In ammonia nitrogen obtain stripping, and the stirring action of air makes magnesium salt carry out with being swift in response of phosphate radical.Sewage through reaction Enter into transition region 2 from aeration zone 1, settle subsequently into decanting zone 3, after precipitation separates with water body, water body By downflow weir 11, outlet 12 discharge;Deposit enters into mud district 4, by the mud discharging mouth controlled by valve 13 14 discharge.The ammonia of stripping is entered into uptake zone 5 along with hot-air by gas outlet 9, sulfuric acid solution absorb ammonia, Residual air enters air.
The parameter of hot-air stripping ammonia nitrogen is: air themperature 100 DEG C, aeration time 6h, throughput 0.7m3/ h, in sewage With Air blowing and entered recovery in 30% sulfuric acid absorption liquid by the ammonia nitrogen of stripping, obtain ammonia nitrogen and reclaim product.According to magnesium and phosphoric acid The mol ratio of root is that 5:1 adds magnesium chloride medicament, and stripping air can play the effect of stirring, makes phosphorus and magnesium chloride quickly form phosphorus Acid ammonium magnesium and magnesium phosphate precipitation, will precipitate natural air drying or dry under conditions of less than 50 DEG C, and obtaining phosphorus and reclaim product.
Utilizing said apparatus and method to process sewage, treatment scale is 2L/d, and effluent index is: pH 8.0~8.8, COD 3350 Mg/L, ammonia nitrogen 500mg/L, phosphate 5.5mg/L.It is 4.3% to COD clearance, ammonia nitrogen and the phosphatic response rate Respectively reach 81.5% and 95%.Ammonia nitrogen can be 100% absorbed by the acid, and the ammonium salt of formation can be made the ammonium fertilizer in agricultural production and use, During the most whole, ammonia nitrogen is not discharged into the atmosphere formation secondary pollution;Being formed in phosphorus product, the ratio shared by element phosphor is 12~23.6%.

Claims (10)

1. one kind synchronizes to reclaim ammonia nitrogen and the device of phosphorus from sewage, it is characterised in that described device includes: aeration zone (1);Cross Cross district (2), be arranged at the lower section of aeration zone;Decanting zone (3), is arranged at the outside of aeration zone;Mud district (4), if It is placed in the lower section of transition region;Uptake zone (5), equipped with absorbing liquid;Wherein, aeration zone (1), transition region (2), sedimentation District (3) and mud district (4) constitute the main body of described device, and uptake zone (5) are arranged on the outside of apparatus main body, logical Cross insertion pipeline within uptake zone to be connected with the main body of device.
A kind of synchronization from sewage reclaims ammonia nitrogen and the device of phosphorus, it is characterised in that described device Main body is divided into again I and II two parts, and I part includes that its internal aeration zone (1), II part include its internal mistake Cross district (2), decanting zone (3) and mud district (4), within wherein decanting zone (3) are positioned at II part with I part outside The region that interval is formed;It is connected by the way of flange, screw thread or sleeve between I part with II part.
A kind of synchronization from sewage reclaims ammonia nitrogen and the device of phosphorus, it is characterised in that described exposure Being provided with into water and drug-feeding tube in gas district (1), one end that water inlet and drug-feeding tube are positioned at outside aeration zone is respectively provided with water inlet And feeding opening (7) (6);Described aeration zone is provided with air inlet pipe in (1), and air inlet pipe is positioned at the one end outside aeration zone Arranging air inlet (8), air inlet pipe is positioned at the one end within aeration zone and connects aerator (10);Described aeration zone is outside also It is provided with gas outlet (9), is connected with uptake zone (5) by pipeline;The top of described decanting zone is provided with downflow weir (11) With outlet (12);The bottom of described mud district (4) is provided with the mud discharging mouth (14) that valve (13) controls.
A kind of synchronization from sewage reclaims ammonia nitrogen and the device of phosphorus, it is characterised in that described exposure Gas district (1) is cylindrical, and its ratio of height to diameter is (2.5~8): 1.
A kind of synchronization from sewage reclaims ammonia nitrogen and the device of phosphorus, it is characterised in that described mistake Crossing district (2) is cylinder, and its ratio of height to diameter is (0.6~1.5): 1;The hydraulic detention time of transition region is 0.5~2.5h.
A kind of synchronization from sewage reclaims ammonia nitrogen and the device of phosphorus, it is characterised in that described heavy The ratio of height to diameter of fall district (3) is (3~6): 1;The hydraulic detention time of decanting zone is 2~12h.
A kind of synchronization from sewage reclaims ammonia nitrogen and the device of phosphorus, it is characterised in that described dirt Mud district (4) is triangular pyramidal, is 30 °~60 ° with the angle of inclination of horizontal plane;The sludge retention time in mud district is 6~48 h。
A kind of synchronization from sewage reclaims ammonia nitrogen and the device of phosphorus, it is characterised in that described suction Receiving district (5) is cylindrical or square column type, and the absorbing liquid of uptake zone is concentration 10~the acid solution of 30%.
9. utilize the arbitrary described device of claim 1-8 to synchronize to reclaim ammonia nitrogen and a method for phosphorus from sewage, comprise the steps: First the pH for the treatment of sewage is adjusted to 4~14, enters aeration zone (1) by water inlet (6), then by air inlet (8) In aeration zone, it is passed through hot-air, forms substantial amounts of micro-bubble and waste water by the effect of aerator (10), Make the ammonia nitrogen in sewage by stripping, and enter in uptake zone (5) be absorbed by liquid absorption by gas outlet (9), ammonia nitrogen It is recycled;Meanwhile, in sewage, slaine is added by feeding opening (7), by the stirring action of air, in sewage Phosphate radical rapidly generate precipitation with reacting metal salt, enter into transition region (2) through the sewage reacted from aeration zone (1), Settling subsequently into decanting zone (3), after precipitation separates with water body, water body passes through downflow weir (11), by Outlet (12) is discharged;Deposit enters into mud district (4), by the mud discharging mouth (14) controlled by valve (13) Discharge, precipitation is dried thus is recovered to phosphorus.
10. as claimed in claim 9 synchronization from sewage reclaims ammonia nitrogen and the method for phosphorus, it is characterised in that be passed through heat in aeration zone The temperature of air is 80~100 DEG C, and aeration time is 3~6h;Described slaine include but not limited to solubility magnesium salt, Iron salt and calcium salt.
CN201610249075.2A 2016-04-20 2016-04-20 Device and method for synchronously recycling ammonia nitrogen and phosphorus from sewage Pending CN105967378A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610249075.2A CN105967378A (en) 2016-04-20 2016-04-20 Device and method for synchronously recycling ammonia nitrogen and phosphorus from sewage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610249075.2A CN105967378A (en) 2016-04-20 2016-04-20 Device and method for synchronously recycling ammonia nitrogen and phosphorus from sewage

Publications (1)

Publication Number Publication Date
CN105967378A true CN105967378A (en) 2016-09-28

Family

ID=56993839

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610249075.2A Pending CN105967378A (en) 2016-04-20 2016-04-20 Device and method for synchronously recycling ammonia nitrogen and phosphorus from sewage

Country Status (1)

Country Link
CN (1) CN105967378A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108057414A (en) * 2017-12-19 2018-05-22 江南大学 A kind of device and method that nitrogen phosphorus in waste water is recycled using ammoniomagnesium phosphate crystal
CN115445249A (en) * 2022-10-09 2022-12-09 铜陵华兴精细化工有限公司 Solution deamination equipment for sodium persulfate processing

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101602535A (en) * 2009-07-17 2009-12-16 北京市环境保护科学研究院 Phosphorus reclaims crystallization reactor and phosphorus recovery method
CN101935080A (en) * 2009-06-30 2011-01-05 罗松阳 High-concentration ammonia nitrogen blowoff treatment system
CN103663833A (en) * 2013-12-03 2014-03-26 北京市环境保护科学研究院 Treatment method and device for fluidizing and stripping high ammonia and nitrogen waste water
CN105060613A (en) * 2015-07-17 2015-11-18 常州大学 High-nitrogen and high-phosphorus pharmaceutical wastewater treatment system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101935080A (en) * 2009-06-30 2011-01-05 罗松阳 High-concentration ammonia nitrogen blowoff treatment system
CN101602535A (en) * 2009-07-17 2009-12-16 北京市环境保护科学研究院 Phosphorus reclaims crystallization reactor and phosphorus recovery method
CN103663833A (en) * 2013-12-03 2014-03-26 北京市环境保护科学研究院 Treatment method and device for fluidizing and stripping high ammonia and nitrogen waste water
CN105060613A (en) * 2015-07-17 2015-11-18 常州大学 High-nitrogen and high-phosphorus pharmaceutical wastewater treatment system

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
王方: "《绿色电去离子水处理技术》", 31 December 2010, 中国环境科学出版社 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108057414A (en) * 2017-12-19 2018-05-22 江南大学 A kind of device and method that nitrogen phosphorus in waste water is recycled using ammoniomagnesium phosphate crystal
CN115445249A (en) * 2022-10-09 2022-12-09 铜陵华兴精细化工有限公司 Solution deamination equipment for sodium persulfate processing
CN115445249B (en) * 2022-10-09 2023-08-18 铜陵华兴精细化工有限公司 Solution deamination equipment for sodium persulfate processing

Similar Documents

Publication Publication Date Title
CN104803546B (en) Technology for reducing and recycling treatment of sludge of sewage treatment plant
CN105621742B (en) Desulfurization wastewater sofening treatment device and method
CN105347615A (en) Garbage leachate treatment process
CN104986899B (en) High-concentration ammonia nitrogenous wastewater ammonia aeration and recycling treatment system and processing method
CN104085987A (en) Method and device for synchronously realizing sewage nitrogen and phosphorus removal, residual sludge reduction and phosphorus resource recovery
CN103964631A (en) Efficient coal-water slurrygasification ash water treatment method
CN103896401A (en) Water treatment device for remaining sludge decrement and enhanced biological denitrification and dephosphorization and method
CN107746166A (en) A kind of method that magnetic slow release carbon source is prepared using municipal sludge and eggshell as raw material
CN206127018U (en) Pretreatment systems suitable for thermal power plant's desulfurization waste water
CN105060613A (en) High-nitrogen and high-phosphorus pharmaceutical wastewater treatment system
CN112093981A (en) Sewage treatment device and process for synchronously and efficiently removing pollutants and comprehensively recycling pollutants
CN207998522U (en) A kind of packing type country sewage integrated treatment unit
CN206970429U (en) A kind of sewage-treatment plant of enhanced biological nitrogen removal chemical dephosphorization
CN105967378A (en) Device and method for synchronously recycling ammonia nitrogen and phosphorus from sewage
CN104609630B (en) Iron phosphate waste water treatment and reclamation devices and methods therefor
CN206407915U (en) The device of high-purity ammoniacal liquor is produced from ammonia nitrogen waste water
CN112093980B (en) Efficient nitrogen recovery device and process for sewage
CN108423953B (en) System and method for recovering nitrogen and phosphorus in municipal sludge based on supercritical technology
CN102531241A (en) Method for removing nitrogen and phosphorus from sludge anaerobic acidification liquor
CN105692629A (en) Quick cleaning method for quartz sand acid pickling
CN103723813A (en) MAP (Magnesium Ammonium Phosphate) sedimentation circulating system and method for treating wastewater containing ammonia
CN105906144A (en) Excrement sewage treatment equipment and method
CN108101332A (en) A kind of and Ka Lusaier oxidation ditch coupling ultrasonic ozone composite sludge decrement methods and its equipment
CN206359347U (en) A kind of device of the ammonia aeration technique of high ammonia-nitrogen wastewater
CN204022616U (en) Integral type denitrification of autotrophic organism works in coordination with chemical dephosphorizing reactor

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20160928