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71results about How to "Reduce dissolved oxygen concentration" patented technology

Rapid start method for integrated autotrophic denitrification system

The invention relates to a rapid start method for an integrated autotrophic denitrification system and belongs to the technical field of treatment of sewage with high ammonia nitrogen. An SBR (Sequencing Batch Reactor) is inoculated with short-cut nitrification sludge and anammox sludge according to the mass ratio of (1: 3) to (1: 1), and the concentration of mixed sludge is 3,000mg / L to 4,000mg / L. The dissolved oxygen is controlled to be 0.3mg / L to 0.5mg / L by adopting an intermittent aeration operating mode, and the accumulation amount of nitrite nitrogen at the end of aeration is 20mg / L to 30mg / L; in each cycle, three aeration and hypoxic stages are set at intervals; each cycle has six stages, i.e., water inlet, aeration / hypoxic reaction, stirred degassing, precipitating, water outlet and standing. In a starting process, the concentration of dissolved oxygen is controlled unchanged, the balance of supply and consumption of nitrite nitrogen is maintained through a method of stagewise prolonging aeration stage time and shortening hypoxic stage time, and the rapid increase of denitrification load is achieved. When the initial ammonia nitrogen concentration in the reactor reaches 300mg / L, the balance of supply and consumption of nitrite nitrogen is maintained by means of shortening the hypoxic stage time. According to the method, the starting speed is high, the total-nitrogen removal load is high, and the operation is stable.
Owner:SHANGHAI YIKE ENVIRONMENT TECH CO LTD

Method for rapidly detecting biochemical oxygen demand by using on site culture organism

The invention provides a method used for detecting the oxygen demand for quick biochemistry by cultivating microorganism in situ. The in-situ microorganism culture is defined as that the pipeline carrying current in a flowing system is taken as a carrier, the flowing of water sample containing organic matters and microorganism is taken as precondition, the microorganism in the water sample is adsorbed onto the surface of the internal wall of the pipeline. The pipeline carrying current in the flowing analysis system is taken as the carrier to adsorb on the microorganism on the spot in the environment water; on the one hand, the adsorbed microorganism has idiosyncratic degradation capability on the organic matter in the water and the obtained result has higher pertinence; on the other hand, the adsorption state of the microorganism on the internal wall of the pipeline is most approaching to the natural surviving state and the activity of the microorganism is kept to the most extent. The service life of the existing biological film of a BOD sensor is not more than 3 months and the maintenance is troublesome. in the method, the culture of microorganism in laboratory is saved, and a plurality of problems such as preparation, storage, activation and the like of the microorganism film; furthermore, the adsorbed microorganism can always keep the physiological activity state during the continuous analysis and testing process, therefore, the method has extremely wide application prospect.
Owner:吉林市光大分析技术有限责任公司

Sludge slight expansion actuating apparatus and method of anoxia/aerobic biological denitrification process

InactiveCN101456628AWon't be lostNitrification effect did not deteriorate significantlyTreatment with aerobic and anaerobic processesAeration rateTreatment effect
The invention provides a device and a method for starting micro expansion of sludge in the anoxic/aerobic biological denitrification process, and belongs to the technical field of sewage treatment. The method is characterized in that in an anoxic/aerobic biological denitrification system, the micro expansion of the sludge is started, the micro expansion of the sludge is controlled within a certain limit, treatment effects are optimized and energy consumption is saved. The proposal of starting the micro expansion of the sludge in the anoxic/aerobic biological denitrification system comprises: 1, triggering the micro expansion of the sludge only by low dissolved oxygen, and including two starting modes for gradually lowering the dissolved oxygen concentration and suddenly lowering the dissolved oxygen concentration; and 2, starting the micro expansion of the sludge in the mode of the low dissolved oxygen combined with the low load. The device and the method are mainly used to optimize operational effects of the anoxic/aerobic biological denitrification sewage treatment system, namely under the conditions of lowering the dissolved oxygen concentration, saving aeration rate and saving energy, the pollutant-removing rate is ensured to meet the standards, and simultaneously the concentration of effluent suspended matters is greatly reduced.
Owner:彭永臻

Method and device for producing hydrogen-containing drinking water

There are provided a method and apparatus for manufacturing hydrogen-containing drinking water that can fill a packaging container with hydrogen-containing water while suppressing the change of the dissolved hydrogen concentration of the hydrogen-containing water to a low level.
A method of continuously manufacturing hydrogen-containing drinking water includes (A) a deaeration step, (B) a hydrogen dissolving step, (C) a filling step, and (D) a sealing step. Pressure is applied to water flow channels corresponding to hydrogen-containing water, which is to be injected to a packaging container in the filling step, from purified water that is to be supplied to the deaeration step. The filling step includes: a preparation stage of supplying hydrogen-containing water, to which pressure is applied, into a filling device; a deaeration stage of removing gas, which is present in the packaging container, after connecting the packaging container to the filling device; an injection stage of directly injecting the hydrogen-containing water, to which pressure is applied, into the packaging container; and a discharge stage of discharging hydrogen-containing water, which remains in the filling device, into the packaging container by introducing pressurized air into the filling device. The method further includes a step of immediately proceeding to the sealing step (D) when the injection port and the filling port are disconnected from each other.
Owner:SHEFCO

Low-oxygen aeration AOA-SBBR short-cut nitrification anaerobic ammonia oxidation coupling denitrifying phosphorus removal integrated urban sewage treatment method

The invention discloses a low-oxygen aeration AOA-SBBR short-cut nitrification anaerobic ammonia oxidation coupling denitrifying phosphorus removal integrated urban sewage treatment method, and belongs to the technical field of biological sewage treatment. Sewage enters a short-cut nitrification anaerobic ammonia oxidation coupled denitrifying phosphorus removal integrated SBBR reactor through a water inlet pump, firstly, anaerobic stirring is carried out, denitrifying phosphorus-accumulating bacteria and denitrifying glycogen-accumulating bacteria store easily degradable organic matters in water as an internal carbon source, then NH4 +-N is oxidized into NO2 --N through ammonia oxidizing bacteria in an aerobic aeration stage, anaerobic ammonium oxidation bacteria are utilized to convert generated NO2 --N and NH4 +-N into N2 for denitrification under the condition of a micro-anoxic environment in a filler; and finally, denitrifying phosphorus-accumulating bacteria and denitrifying glycogen-accumulating bacteria are utilized to remove residual NO2 --N, NO3 --N and phosphorus in sewage through endogenous denitrification in the anoxic stage. According to the method, short-cut nitrification, anaerobic ammonia oxidation and denitrifying phosphorus removal are coupled in one SBBR reactor, so that the urban sewage can be deeply treated on the basis of saving energy and fully utilizing a carbon source.
Owner:BEIJING UNIV OF TECH

Internal pressure creep test device for simulating service environment of boiler tubes in coal-fired power plant, and using method of internal pressure creep test device

The invention discloses an internal pressure creep test device for simulating the service environment of boiler tubes in a coal-fired power plant, and a using method of the internal pressure creep test device. The device comprises a gas pressurization system, a steam supply system, a flue gas supply system, a test heating system and a control cabinet. Compared with the prior art, the device and the method can realize an internal pressure creep test of the boiler tubes of the coal-fired power plant under various environment coupling actions such as high temperature, high pressure, outer wall corrosive flue gas and inner wall water vapor, so that the test environment is closer to the actual service environment of the boiler tubes of a coal-fired power stations, and the test results are moreaccurate and reliable. Furthermore, the temperature (0-1000 DEG C), pressure (0-200MPa), flue gas ratio and vapor dissolved oxygen content of the device can be adjusted, so that the device can meet the requirements of different test conditions; finally, according to the device, a plurality of sets of test heating units can be connected in parallel at the same time, so that a plurality of samples can be subjected to the internal pressure creep test at the same time.
Owner:HUANENG POWER INT INC +1

Preparation method of permeable reaction wall filled with microorganisms fixed by biological carbon

The invention discloses a preparation method of a permeable reaction wall filled with microorganisms fixed by biological carbon, and belongs to the field of groundwater pollution remediation. The permeable reaction wall provided by the invention comprises a four-layer structure comprising a coal cinder water inlet layer, an iron powder mixed filler layer, a fixed microorganism layer and a coal cinder water outlet layer, wherein the coal cinder water inlet layer, the coal cinder water outlet layer and the iron powder mixed filler layer can be used to achieve a purpose of reducing dissolved oxygen in water; biological carbon is used for preparing fixing particles of degrading bacteria in the fixed microorganism layer; the biological carbon is mixed with quartz sand, and then the obtained mixture fills the permeable reaction wall; and the coal cinder water outlet layer is added downstream. Pollutants in underground water can be degraded by applying fixed anaerobic microorganisms, so thatstrain loss is reduced, and sewage treatment efficiency can be improved. In addition, the permeable reaction wall is low in cost, low in microorganism loss, high in activity and high in impact resistance, and can be applied to anaerobic microorganisms.
Owner:NANJING UNIV

Ecological purification system for strengthening nitrate nitrogen removal in low C/N river and lake water body

The invention relates to an ecological purification system for strengthening the nitrate nitrogen removal in a low C/N river and lake water body. The system comprises a water volume regulating pond, asewage intercepting apparatus, a carbon releasing pond, a subsurface flow artificial wetland and a submerged plant pond which sequentially communicate along the water flow direction, and a carbon releasing apparatus that can be removed is arranged inside the carbon releasing pond. The carbon releasing pond is arranged in front of the subsurface flow artificial wetland, the agricultural and forestry waste is fully utilized to release a carbon source, the carbon source required for the heterotrophic denitrification of the subsequent artificial wetland system can be supplemented, and the removalefficiency of the nitrate nitrogen by the wetland system is improved. When the carbon source release rate is low or the release is stopped, a carbon releasing bed can be replaced at any time, the optimal design can be carried out according to the feeding water quality, and the operation is more flexible. The submerged plant pond is arranged behind the subsurface flow artificial wetland, the residual carbon source and nutrient concentration can be further reduced, the secondary pollution problem caused by the excessive release of the carbon source is avoided, and the outlet water quality is ensured to reach the standard.
Owner:BEIJING FORESTRY UNIVERSITY

Method for treating sewage of circulating cooling water in renewable water resource

ActiveCN109796107AReduce dissolved oxygen concentrationDissolved oxygen concentration adjustmentMultistage water/sewage treatmentSludgeWater source
The invention discloses a method for treating sewage of circulating cooling water in a renewable water resource, and belongs to the field of wastewater treatment. The method comprises the steps that the sewage of the circulating cooling water enters an adjusting tank to adjust the water quality and the water flow, and then the sewage passes through a filter, an ozone oxidation tank, a buffering tank, an oxygen elimination tank, an anaerobic tank, an aerobiotic tank, a primary sedimentation tank, a phosphorous-removal mixing tank and a fiber filter in sequence for treatment, wherein the oxygenelimination tank is filled with bio-cord filler, the anaerobic tank and the aerobiotic tank are filled with filler, the anaerobic tank supplements external carbon source, nitrification liquid at the tail end of the aerobiotic tank flows back into the oxygen elimination tank and the anaerobic tank,, and slurry in the primary sedimentation tank flows back into the oxygen elimination tank. By means of the method, ammonia nitrogen, total nitrogen, total phosphorus, organic matter difficult to degrade and other pollutants in the renewable water resource can be removed, and the outlet water obtainedafter treatment can meet the requirements that the CODcr is equal to or lower than 30 mg / L, the total nitrogen is equal to or lower than 15 mg / L, the ammonia nitrogen is equal to or lower than 1.5 mg / L and the total phosphorus is equal to or lower than 0.3 mg / L.
Owner:HUADIAN ELECTRIC POWER SCI INST CO LTD

Device and method for delaying MBR (membrane bioreactor) membrane contamination and blocking

The invention discloses a device for delaying MBR (membrane bioreactor) membrane contamination and blocking. The device comprises an MBR membrane assembly, an MBR membrane frame body, a moving frame,a driving device and two parallel support rails, wherein the moving frame and the two parallel support rails are glidingly matched; the MBR membrane assembly is placed in the MBR membrane frame body;the MBR membrane frame body is fixedly connected with the lower side of the moving frame; the driving device is fixedly arranged on a connecting beam arranged between the two support rails and can drive the moving frame to do reciprocating movement along the support rails. The invention also provides a method for delaying the MBR membrane contamination and blocking. The MBR membrane assembly vibrates in an MBR by the driving device; vibration water flow is generated; the MBR membrane assembly is continuously flushed; meanwhile, membrane wires mutually collide and rub, so that the contaminationand blocking of the MBR membrane is delayed. The device and method for delaying the MBR membrane ontamination and blocking have the advantages that the cost is low; the energy consumption is low; theeffect of delaying the membrane contamination and blocking is good; the MBR membrane contamination and blocking can be delayed on the premise of ensuring the low-dissolved oxygen concentration environment in the MBR.
Owner:广西桂润环保科技有限公司

Weak corrosivity removing method for aluminum and copper compound mandrel for preparing uranium-bearing hohlraum

The invention discloses a weak corrosivity removing method for an aluminum and copper compound mandrel for preparing a uranium-bearing hohlraum and relates to a demolding method of the uranium-bearing hohlraum. The method disclosed by the invention aims to solve the problem that in the prior art, the uranium-bearing hohlraum of the aluminum and copper compound mandrel cannot be demolded. The weak corrosivity removing method comprises the following steps: I, performing loading to obtain a sample stand containing a uranium-bearing hohlraum sample; II, performing negative pressure demolding to remove an aluminum mold core to obtain the sample stand loading a sample without the aluminum mold core; III, performing cleaning; IV, performing weak corrosivity removal of a copper coating to obtain the sample stand loading a sample without the copper coating; and V, immersing in a complexing agent, cleaning, and demolding the uranium-bearing hohlraum of the aluminum and copper compound mandrel. The method disclosed by the invention has the advantage that the molding success rate reaches 100%. The method disclosed by the invention is primarily applied to demolding the uranium-bearing hohlraum.
Owner:LASER FUSION RES CENT CHINA ACAD OF ENG PHYSICS

Treatment system for coal chemical industry wastewater

The present invention discloses a treatment system for coal chemical industry wastewater, which comprises: a pre-denitrification zone, wherein raw water enters the pre-denitrification zone to carry out a denitrification reaction; a nitrification and decarburization zone, wherein mixed liquid from the pre-denitrification zone enters the nitrification and decarburization zone to be subjected to a nitrification reaction; a first facultative zone, wherein the mixed liquid from the nitrification and decarburization zone enters the first facultative zone to be subjected to synchronous nitrificationand denitrification, and one part of the mixed liquid in the first facultative zone flows back to the inlet of the front denitrification zone through a reflux pump; residual mixed liquid from the first facultative zone enters the rear denitrification zone to be subjected to denitrification reaction; the mixed liquid from the rear denitrification zone enters the second facultative zone to be subjected to synchronous nitrification and denitrification; mixed liquid from the second facultative zone enters the secondary sedimentation tank to be subjected to mud-water separation, and a part of sludge at the bottom flows back to an inlet of the front denitrification zone through a sludge reflux pump. According to the treatment system disclosed by the invention, the efficiency of pre-denitrification and post-denitrification can be improved, and the consumed carbon source is reduced.
Owner:SUEZ WATER TREATMENT CO LTD

Sequence fed-batch reactor and biological aerated filter (SFBR-BAF) biological nitrogen and phosphorus removal technology

The invention discloses a sequence fed-batch reactor and biological aerated filter (SFBR-BAF) biological nitrogen and phosphorus removal technology. The SFBR-BAF biological nitrogen and phosphorus removal technology comprises carbon removal, nitrogen removal, and nitrogen and phosphorus removal, and concretely comprises that in a reaction period, sewage is continuously added into an activated sludge reaction tank, the environment of a front SFBR reaction tank is orderly set into an aerobic state and an anaerobic state, the supernatant is discharged by one step after solid-liquid separation in a static settlement stage, and the discharged supernatant is fed into a back improved BAF device, then is treated orderly by an anaerobic section and an aerobic section of the BAF device and then is discharged. The SFBR-BAF biological nitrogen and phosphorus removal technology realizes a good microbe growth environment, solves the problem that high-concentration salts in waste water damage microbes or inhibit microbe growth, solves the problem of mutual inhibition and carbon source contending of microbe mixed culture, solves the problem of BAF biological filter material blocking caused by high-concentration SS, improves a wastewater biotransformation rate, improves total nitrogen and phosphorus removal effects, improves an oxygen utilization rate, and reduces energy consumption and a production cost.
Owner:DONGGUAN UNIV OF TECH

Intermittent aeration aerobic/anoxic (O/A) type artificial rapid infiltration device

The invention belongs to the field of sewage treatment of an artificial rapid infiltration system, and particularly relates to an intermittent aeration aerobic/anoxic (O/A) type artificial rapid infiltration device which comprises an aerobic zone and an anoxic zone which are adjacently arranged left and right and are isolated from each other, and the aerobic zone comprises a water inlet mixing zone and an aerobic reaction zone from bottom to top; according to the aerobic reaction zone, under intermittent aeration operation, organic matter is converted and degraded under the action of aerobic heterotrophic microorganisms, and under the action of ammoniation and nitrification, a large number of nitrogen elements are converted into nitrate radicals. The anoxic reaction zone is used for denitrification reaction denitrification. By improving the type and grading of the traditional artificial rapid infiltration filler, the structure of the device and the like, the aerobic section and the anoxic section are separated, and intermittent micro-aeration is carried out in the aerobic section so that integrated treatment of organic matter removal, denitrification and dephosphorization is realized, and an energy-saving and efficient treatment device is provided for distributed sewage treatment.
Owner:HUAZHONG UNIV OF SCI & TECH

Fixed carrier-supported biofilm and activated sludge coupled sequencing sewage treatment device and process

PendingCN109081452AGood sludge reduction effectAlleviate processing pressureWater contaminantsBiological treatment apparatusMunicipal sewagePollutant
The invention discloses a fixed carrier-supported biofilm and activated sludge coupled sequencing sewage treatment device and process. The fixed carrier-supported biofilm and activated sludge coupledsequencing sewage treatment device comprises a reaction unit, a water feeding unit and a chemical feeding unit, wherein the water feeding unit and the chemical feeding unit are connected with the reaction unit through pipes; the side surface of the reaction unit is provided with, sequentially from top to bottom, an overflow port, a water drainage port and a sludge drainage port, and the side surface of the reaction unit is also provided with a backflow device for returning sludge-water mixtures at the bottom of the reaction unit to the top of the reaction unit; the inside of the reaction device is provided with, sequentially from top to bottom, carrier filler, a stirring unit and an aeration unit, wherein the carrier filler is fixed in an area above the water drainage port and under the overflow port; the aeration unit is fixed onto the bottom surface of the reaction unit. The fixed carrier-supported biofilm and activated sludge coupled sequencing sewage treatment device and process can meet the special emission limit of effluent water quality, which is specified in Discharge Standard of Pollutants for Municipal Sewage Treatment Plant (Exposure Draft), and can achieve an effluent ammonia nitrogen concentration less than 0.5 mg/L and a total nitrogen concentration less than 10 mg/L.
Owner:GUANGZHOU MUNICIPAL ENG DESIGN & RES INST CO LTD
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