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37results about How to "Solve the problem of insufficient carbon sources" patented technology

Landfill leachate nanofiltration concentrate treatment method

The invention provides a landfill leachate nanofiltration concentrate treatment method. The method comprises the following steps: pumping a landfill leachate nanofiltration concentrate into a reaction tank, adding a coagulant, an antifoaming agent and a flocculating agent into the reaction tank, and reacting; allowing the obtained concentrate to go through a pipeline and flow into a precipitation pool, and carrying out solid-liquid separation to obtain precipitated sludge and a precipitated clear liquid; pumping the precipitated sludge into a dehydrator for separation, sending the generated dehydrated clear liquid and the precipitated clear liquid to a microelectrolysis reactor, and oxidizing; adding an alkali to oxidized water to adjust the pH value to 7-9, sending the obtained water to an ozone reaction tank for further oxidation, and introducing ozone generated by an ozone generator into an ozone reaction tank for aeration; and returning the treated nanofiltration concentrate to a biochemical system. The method ingeniously combining a physical and chemical reaction with a biochemical technology has the advantages of stable running, easy operation and maintenance, low running cost and high treatment efficiency, and partially solves the carbon source insufficiency problem of landfill leachate.
Owner:GARDEN ENVIRONMENTAL PROTECTION

Preparation method and applications of additional carbon resource used for denitrification

The invention discloses a preparation method and applications of an additional carbon resource used for denitrification, and belongs to the technical field of solid organic waste processing and utilization, and water processing. According to the preparation method, struvite deposition and calcium phosphate deposition combined technology is adopted in recycling of nitrogen phosphor in blue algae anaerobic fermentation liquid, after processing, the blue algae anaerobic fermentation liquid can be taken as the additional carbon resource in nitrogen removal process instead of a conventional commercially available carbon source, so that supply of the carbon source for the denitrification process is realized, sewage nitrogen removal capacity is improved obviously to be better than that of the commercially available carbon source, blue algae resource utilization is realized, carbon source insufficient problem of city sewage treatment plants is solved, city sewage treatment plant operation costis reduced, waste is changed into valuables, and the carbon resource serves two purposes.
Owner:JIANGNAN UNIV +1

Preparation method of composite material used in underground water nitrogen pollution remediation technology

The invention provides a preparation method of a composite material used ina groundwater nitrogen pollution remediation technology and belongs to the technical field of underground water pollution remediation. The composite material is compositely prepared with zeolite powder, a polymer anda carbon source material. The method comprises the steps of employing a reversed phrase emulsion system (water-in-oil) to prepare the zeolite powder andthe polymer into spherical particles, preparingthe carbon source material into a series of solutions with different concentrations, allowing a certain amount of the spherical particles to be soaked in the carbon source solutions with different concentrations respectively, and carrying out drying to obtain the composite material with different carbon-loading. The composite material can be used as the carrier of denitrification, can effectively sustained-release carbon source for a long time, solves the problem of carbon source lack ina denitrification process, and avoids secondary pollution problem brought by the external carbon source. The zeolite component in the composite material removes ammonia nitrogen by adsorption.
Owner:CHINA UNIV OF GEOSCIENCES (BEIJING)

Method for advanced denitrification and dephosphorization through aerobic phosphorus uptake and half shortcut nitrification coupled anaerobic ammonia oxidation double-granule sludge system

ActiveCN105217882ASolve problemsAchieving simultaneous depth removalMultistage water/sewage treatmentMunicipal sewageOxygen
The invention provides a method for advanced denitrification and dephosphorization through an aerobic phosphorus uptake and half shortcut nitrification coupled anaerobic ammonia oxidation double-granule sludge system, belonging to the field of biological sewage treatment. The system comprises a raw municipal sewage tank, an A / O-SBR reactor, an Anammox-SBR reactor, a PLC control box and a computer. The method comprises the following steps: firstly allowing municipal sewage to enter the A / O-SBR reactor, carrying out anaerobic phosphorus release reaction, and controlling DO to be less than 0.2 mg / L; after the reaction is completed, starting aeration, then carrying out aerobic phosphorus uptake and half shortcut nitrification, controlling nitrification process through the output of the computer; after the reaction is completed, carrying out standing and sedimenting, allowing drained water to enter the Anammox-SBR reactor, and carrying out anaerobic ammonia oxidation reaction; and after the reaction is completed, carrying out standing, sedimenting and draining, then collecting concentrations of effluent ammonia nitrogen and nitrite nitrogen, and adjusting reaction time according to the concentrations. The method provided by the invention gives full play to the advantages of granule sludge and autotrophic denitrification; and through online real-time control, system operation is optimized; degree of automation is high; controllability is good; and advanced denitrification and dephosphorization of low C / N domestic sewage can be realized.
Owner:BEIJING UNIV OF TECH

Ultrasonic-assisting nitrogen and phosphorus removing process

The invention discloses an ultrasonic-assisting nitrogen and phosphorus removing process. The ultrasonic sludge treatment is additionally arranged at the tail end of a secondary settling tank or a concentration tank, and ultrasonically-treated sludge reflows to an anaerobic tank, an anoxic tank or an SBR (Sequencing Batch Reactor) tank. By adopting an ultrasonic sludge treatment technology and utilizing that residual sludge or concentrated sludge reflows to an anoxic section after the ultrasonic radiation treatment, the invention successfully solves the problems of insufficient carbon sources in the biological nitrogen and phosphorus removing process, greatly reduces the operation cost, and achieves the aim of enhancing biological nitrogen and phosphorus removal.
Owner:UNIVERSTAR SCI & TECH SHENZHEN

Method for lowering ammonia load in leachate treatment biochemical system

The invention relates to a method for lowering an ammonia load in a leachate treatment biochemical system. The method comprises the steps that 1, raw water containing high ammonia nitrogen is pumped into an ultrafiltration component to be subjected to ultrafiltration treatment, and ultrafiltration liquid is sent to an acid-base regulating tank; 2, base is added into the acid-base regulating tank,stirring is conducted, and water quality regulation treatment is conducted; 3, clear liquid obtained after water quality regulation treatment is conducted is subjected to impurity removal treatment bymeans of a sand filter through fine filtration; 4, microfiltration liquid is sent into a heat exchanger for heat exchange, after heating is conducted, the microfiltration liquid is conveyed into a multistage ammonia removal membrane component for ammonia removal treatment, and waste water obtained after degassing is sent into an MBR membrane bioreactor for biochemical treatment. Accordingly, theproblem that high ammonia nitrogen leachate is high in ammonia load, insufficient in carbon source and large in nitrification liquid reflux ratio and tank volume in the MBR biochemical treatment process can be solved, ammonia removal is assisted through a degassing membrane ammonia removal method, the running cost is lowered, and MBR biochemical system decarburization and denitrification can run stably.
Owner:WELLE ENVIRONMENTAL GRP CO LTD

Method of optimizing acid production structure through pretreatment of iron electrode activation of persulfate

The invention discloses a method of optimizing an acid production structure in an anaerobic fermentation acid production process of excess sludge and increasing a short chain fatty acid yield throughpretreatment of iron anode and electricity combined activation of persulfate. The method comprises the steps of: taking sludge as a fermentation substrate, a single-chamber electrolytic tank as a reaction device, an iron sheet as an anode and a graphite rod as a cathode, adding the sludge into an electrochemical reaction tank, adding persulfate into the fermentation substrate at the same time, electrifying for pretreatment, adjusting an initial pH (potential of hydrogen) to 10 for anaerobic fermentation, and obtaining structure optimized short chain volatile fatty acid. The method takes the sludge of a sewage treatment plant as a raw material; an acetic acid yield can be increased to the maximum extent by controlling an iron concentration, a current magnitude, electrifying time and a persulfate concentration in a pretreatment system; and the method contributes to achieving carbon source internal circulation of the sewage treatment plant and promoting sludge reclamation utilization. Atthe same time, the method also has the advantages of simplicity in operation, convenient management and high cost performance.
Owner:HUNAN UNIV

System for strengthening post-denitrification denitrogenation process

InactiveCN104326559AEnsure an aerobic environmentEnhance nitrification activityTreatment with aerobic and anaerobic processesTherapeutic effectDeaerator
The present invention discloses a system for strengthening a post-denitrification denitrogenation process. The system comprises a landfill gas inlet pipe, a nitrification strengthening tank (IN tank), a deaerator, a denitrification strengthening tank (ID tank) and a sedimentation tank, wherein the IN tank adopts landfill gas to aerate, the ID tank adopts the landfill gas with the oxygen removed by the deaerator to aerate, the length of the IN tank aeration pipe extending into the IN tank is 2 / 3 of the length of the tank, the IN tank and the ID tank are separated by a separation wall, the distance between the separation wall and the tank bottom is 1 / 5 of the height of the tank, the mixed ratio of the landfill gas to the air in the IN tank is 2:1-4:1, the internally circulated gas ratio in the IN tank is 50-80%, the internally circulated gas ratio in the ID tank is 70-90%, and the pre-acclimatization times of the microorganisms in the IN tank and the ID tank are 3-5 d. The system of the present invention has characteristics of high denitrogenation efficiency, stable treatment effect, simple process, less treatment structure and equipment, low infrastructure construction and operation cost, and the like.
Owner:NANJING INST OF ENVIRONMENTAL SCI MINIST OF ECOLOGY & ENVIRONMENT OF THE PEOPLES REPUBLIC OF CHINA

Device and method for regulating municipal sewage with low C/N ratio by using water step-feeding oxidation ditch process

The invention discloses a device and a method for regulating municipal sewage with low C / N ratio by using a water step-feeding oxidation ditch process. According to the invention, when the C / N ratio of the municipal sewage is in a range of 1 to 3, the municipal sewage directly enters the head end of each anoxic zone of an oxidation ditch reactor in a step-feeding manner, so short-range denitrification anaerobic ammonium oxidation is realized by utilizing a carbon source in raw water in anoxic zones, and full-range nitrification is realized through an aerobic section; when the C / N ratio of themunicipal sewage is larger than 3, an idle sludge fermentation reactor is adopted, and a method of allowing a part of the raw water to enter an organic-matter-removing and phosphorus-removing reactorand then enter the head end of the aerobic zone of the oxidation ditch reactor is employed, so the C / N ratio of obtained sewage is regulated to be in a range of 1 to 3, and excess sludge of the organic-matter-removing and phosphorus-removing reactor can be used for anaerobic methanogenesis; when the C / N ratio of the municipal sewage is less than 1, an idle organic-matter-removing and phosphorus-removing reactor is adopted, and a method of allowing a sludge fermentation liquid to enter the head end of each anoxic zone of the oxidation ditch reactor in sections is employed, so the C / N ratio of obtained sewage is regulated to be in a range of 1 to 3; thus, the method provided by the invention does not need addition of an external carbon source to achieve the effect of autotrophic / heterotrophic denitrification; and through regulation, control and stabilizing of the C / N ratio of an influent, stability is reinforced.
Owner:BEIJING UNIV OF TECH

Sewage water treatment system

The invention relates to a sewage treatment system, which comprises a grid for filtering suspended substances and impurities in the sewage, a sand sedimentation pond used to separate the sediment and inorganic granules in the sewage, a middle sedimentation pond and an absorption pond used to absorb the contaminations in the sewage; wherein the grid and the sand sedimentation pond are connected each other to perform the pretreatment of the sewage, the absorption pond and the middle sedimentation pond are connected each other to perform absorption sedimentation treatment of the contaminations in the sewage; the invention is characterized in that: the sewage treatment system also comprises an anoxic pond and an aerobic pond that are connected each other, the aerobic pond is added with biological fillings, entire system solves effectively the problem of inadequate carbon source when denitrifying in the original AB water treatment system, thereby enhancing the effect of removing total nitrogen, moreover the invention has convenient management, no needing frequent maintenance, no needing frequent process parameter adjustment according to sludge retaining time and sludge concentration.
Owner:EVERBRIGHT ENVIRONMENTAL PROTECTION CHINA

Device and method for deep denitrification of domestic sewage through combination of intermittent-aeration-mode simultaneous nitrification and denitrification with short-range denitrification-anaerobic ammonium oxidation

The invention provides a device and method for deep denitrification of domestic sewage through the combination of intermittent-aeration-mode simultaneous nitrification and denitrification with short-range denitrification anaerobic ammonium oxidation, belonging to the field of biological treatment of sewage. The device comprises an excess sludge fermentation cylinder, a sludge-water separator, a raw water tank, an intermediate water tank, two sequencing batch SBR reactors, an air compressor, a peristaltic pump, and the like. The method comprises the following steps: add domestic sewage into thefirst sequencing batch reactor, and removing all the ammonia nitrogen and the most of total nitrogen through simultaneous nitrification and denitrification in an intermittent aeration mode; and allowing discharge water of the previous step and sludge fermentation broth obtained after sludge-water separation to enter the second sequencing batch reactor, and removing left nitrite and nitrate nitrogen through coupled short-range denitrification-anaerobic ammonium oxidation so as to eventually realize deep denitrification of domestic sewage. The device and method of the invention are applicable to low-C / N urban domestic sewage, and can reduce aeration amount and energy consumption, homogenize the concentrations of organic matters in the domestic sewage, slow down the consumption speed of organic matters, improve nitrogen removal efficiency and realize recycling of excess sludge.
Owner:BEIJING UNIV OF TECH

Rural domestic sewage treatment system and method

The invention discloses a rural domestic sewage treatment system and method. AO and A2O process selections can be provided according to inlet water quality conditions and outlet water requirements, and the aeration rate of an aerator at the bottom of an adjustable aerobic tank is changed through frequency conversion control, so that the adjustable aerobic tank is converted into a combination of ananoxic tank and an aerobic tank, and process conversion is realized. Fixed fillers are arranged in the anaerobic tank and the anoxic tank, and suspended fillers are arranged in the aerobic tank. Therural domestic sewage treatment system is small in occupied area, small in civil construction work amount, short in period, low in investment, easy and convenient to operate and maintain, low in professional requirement degree, capable of remotely monitoring water quality and controlling equipment operation, capable of achieving unmanned operation and maintenance and suitable for being used and popularized in rural area sewage treatment.
Owner:NANJING WONDUX ENVIRONMENTAL PROTECTION TECH CO LTD

Serial composite fixed biofilm and activated sludge autotrophic denitrification apparatus and method on basis of continuous flow AAO phosphorus removal and partial denitrification

The invention relates to a serial composite fixed biofilm and activated sludge autotrophic denitrification apparatus on the basis of continuous flow AAO phosphorus removal and partial denitrificationand a method thereof and belongs to the technical field of biological disposal of urban sewage. According to the method, a main process consists of four parts including an urban sewage original watertank, a continuous flow AAO phosphorus removal and partial denitrification device, an intermediate water tank and a composite fixed biofilm and activated sludge autotrophic denitrification device. Through process adjustment, remaining short-range sludge in a back-end autotrophic denitrification reactor is continuously refluxed into an AAO reactor through a sludge circulation system under the condition that basic characteristics of phosphorus accumulating bacteria serving as the main organism population in the AAO reactor are not destroyed, so that the front and back sections both have a denitrification effect, and the size of the reactors required for disposing unit volume of wastewater is further reduced. At the same time, NOB in the autotrophic denitrification reactor can be effectivelyelutriated under the conditions of high temperature, low oxygen content and low sludge age, so that the short-range effect is more stable. Finally, energy-saving, efficient and stable nitrogen and phosphorus removal of the system is realized.
Owner:BEIJING UNIV OF TECH

Improved A/O-MBR integrated device and sewage treatment method thereof

The invention discloses an improved A / O-MBR integrated device and a sewage treatment method thereof. The improved A / O-MBR integrated device comprises an aerobic tank, an anoxic tank and an MBR membrane tank, wherein the aerobic tank is isolated from the anoxic tank by a partition board; muddy water circulation channels are arranged at the upper end and the lower end of the partition board; aerators are arranged in the aerobic tank; a sewage inlet is formed in the aerobic tank; an impound outlet pipeline is arranged on a membrane component of the MBR membrane tank; the anoxic tank is separatedfrom the MBR membrane tank by means of a baffle; slopes at the bottoms of the aerobic tank, the anoxic tank and the MBR membrane tank form a bucket-shaped tank bottom; and an aerated mud discharge pipe is arranged at the lowest part of the tank bottom. Through the adoption of the device, the problems of insufficient carbon source, nitrate delivery obstacle and the like in the traditional A / O-MBR device are solved, and the sewage purifying efficiency is effectively improved; the deposited activated sludge is guided at the position of the aerated mud discharge pipe, and is fed in the reaction area of the aerobic tank through aeration of the aerated mud discharge pipe, so that the activated sludge utilization rate is improved, sewage is pumped away from the aerated mud discharge pipe by a sewage pump in necessity; and the sewage treatment method of the integrated device is simple to operate, and the sewage purification degree is high.
Owner:YANGTZE UNIVERSITY

Single-sludge biological flocculation adsorption-hydrolytic acidification-biological denitrification sewage treatment system and method

The invention relates to a single-sludge biological flocculation adsorption-hydrolytic acidification-biological denitrification sewage treatment system and a method. The single-sludge biological flocculation adsorption-hydrolytic acidification-biological denitrification sewage treatment system comprises a biological flocculation adsorption mechanism, a solid-liquid separation mechanism, a carbon source storage mechanism and an A2 / O biological denitrification mechanism; the biological flocculation adsorption mechanism comprises a biological flocculation adsorption tank; the solid-liquid separation mechanism comprises a primary precipitation mechanism and a secondary precipitation mechanism; one end of the biological flocculation adsorption tank is connected with a sewage inlet end, and an output end is connected with the primary precipitation mechanism; a solid output end of the primary precipitation mechanism is connected with the carbon source storage mechanism, a liquid output end ofthe primary precipitation mechanism is connected with the A2 / O biological denitrification mechanism, an output end of the A2 / O biological denitrification mechanism is connected with the secondary precipitation mechanism, and an output end of the secondary precipitation mechanism is used for discharging treated sewage outwards. According to the single-sludge biological flocculation adsorption-hydrolytic acidification-biological denitrification sewage treatment system, a biological flocculation adsorption process, an A2 / O process and a hydrolytic acidification process are organically combined,so that various forms of organic matters in the sewage can be removed, and the problem of insufficient carbon sources in a traditional denitrification process can be solved.
Owner:ANHUI UNIVERSITY OF ARCHITECTURE

A treatment method for landfill leachate nanofiltration concentrate

The invention provides a landfill leachate nanofiltration concentrate treatment method. The method comprises the following steps: pumping a landfill leachate nanofiltration concentrate into a reaction tank, adding a coagulant, an antifoaming agent and a flocculating agent into the reaction tank, and reacting; allowing the obtained concentrate to go through a pipeline and flow into a precipitation pool, and carrying out solid-liquid separation to obtain precipitated sludge and a precipitated clear liquid; pumping the precipitated sludge into a dehydrator for separation, sending the generated dehydrated clear liquid and the precipitated clear liquid to a microelectrolysis reactor, and oxidizing; adding an alkali to oxidized water to adjust the pH value to 7-9, sending the obtained water to an ozone reaction tank for further oxidation, and introducing ozone generated by an ozone generator into an ozone reaction tank for aeration; and returning the treated nanofiltration concentrate to a biochemical system. The method ingeniously combining a physical and chemical reaction with a biochemical technology has the advantages of stable running, easy operation and maintenance, low running cost and high treatment efficiency, and partially solves the carbon source insufficiency problem of landfill leachate.
Owner:GARDEN ENVIRONMENTAL PROTECTION

Method for treating circulating cooling sewage of power plant

The invention aims to provide a method for treating circulating cooling sewage of a power plant, and belongs to the technical field of sewage treatment. The method comprises the following steps: preparing a carbon source and an oxygen removal agent; adding the carbon source and the oxygen removal agent into water to be treated and mixing fully; enabling a water sample to be treated into a biological filter unit; filtering by adopting up-flow type continuous flow; performing aerating in an upper and middle section of volcanic rock filler of the biological filter unit; preparing a flocculating agent; adding the flocculating agent into outlet water of the biological filter unit, and mixing; adding the flocculating agent and mixing again; enabling the outlet water to pass through a sand filter unit, and discharging the outlet water. According to the method, saturated dissolved oxygen in the circulating cooling sewage is effectively removed; a proper carbon nitrogen ratio is adjusted through the externally added carbon source, so that the problems of insufficient carbon source and poor biodegradability of the circulating cooling sewage are solved. The method disclosed by the invention is simple and high in efficiency, facilities automatic control, and can be combined with other circulating cooling sewage treatment processes to realize compressive treatment of the circulating cooling sewage.
Owner:TSINGHUA UNIV +1

Novel anaerobic-aerobic integrated reactor

The invention discloses a novel anaerobic-aerobic integrated reactor. The reactor comprises a reactor body (1). The reactor body (1) comprises an aerobic area (11) and an anaerobic area (12), which are arranged in sequence from top to bottom. The low part of the anaerobic area (12) is connected to a water inlet pipe (3). The upper part of the aerobic area (11) is connected to a water outlet pipe (8). The anaerobic area (12) is provided with a sludge bed (5), a water distribution system (4) is arranged under the sludge bed (5), and the water distribution system (4) is connected to the water inlet pipe (3). A three-phase separation device (2) is arranged between the aerobic area (11) and the anaerobic area (12) and comprises a plurality of three-phase separators. The gas collecting pipes (21) of the three-phase separators are connected to a gas chamber (6). The provided novel anaerobic-aerobic integrated reactor has the advantages of compact structure, reasonable design, and good sewage processing effect, and saves the investment of sewage treatment.
Owner:SUZHOU CLEAR IND CO LTD

Synergistic processing device and method of ship waste gas washing waste liquid and ship sanitary sewage

The invention relates to a synergistic processing device and method of ship waste gas washing waste liquid and ship sanitary sewage. Ship diesel engine waste gas desulfuration washing waste liquid andsanitary sewage are pumped into the bottom of a heterotroph reaction area through a water pump, sulfate reduction reaction and degradation reaction of organic matter with protein as the main part areconducted in the heterotroph reaction area, products overflow to a buffering area from the top end after reaction, meanwhile ship waste gas desulfuration washing waste liquid is pumped into a water inlet in the upper end of the buffering area and mixed with outlet water of a front area, and then the mixed liquid enters an autotrophy reaction area from the bottom of the buffering area, makes sufficient contact with activated sludge in the autotrophy area, has the combined reaction of autotrophy desulfuration and denitrification and anaerobic ammonia oxidation and is then discharged out of a water outlet in the upper end. By means of the method, a reaction device stably operates under the high load conditions, and the efficient and synchronous removing of sulfate and nitrite in the ship waste gas washing waste liquid and organic matter in the ship sanitary sewage is realized.
Owner:DALIAN MARITIME UNIVERSITY

Aerobic phosphorus uptake and semi-short-cut nitrification combined with anaerobic ammonium oxidation double granular sludge system for deep nitrogen and phosphorus removal

ActiveCN105217882BConducive to deep nitrogen and phosphorus removalSolve the problem of insufficient carbon sourcesMultistage water/sewage treatmentNitrationOxygen
The invention provides a method for advanced denitrification and dephosphorization through an aerobic phosphorus uptake and half shortcut nitrification coupled anaerobic ammonia oxidation double-granule sludge system, belonging to the field of biological sewage treatment. The system comprises a raw municipal sewage tank, an A / O-SBR reactor, an Anammox-SBR reactor, a PLC control box and a computer. The method comprises the following steps: firstly allowing municipal sewage to enter the A / O-SBR reactor, carrying out anaerobic phosphorus release reaction, and controlling DO to be less than 0.2 mg / L; after the reaction is completed, starting aeration, then carrying out aerobic phosphorus uptake and half shortcut nitrification, controlling nitrification process through the output of the computer; after the reaction is completed, carrying out standing and sedimenting, allowing drained water to enter the Anammox-SBR reactor, and carrying out anaerobic ammonia oxidation reaction; and after the reaction is completed, carrying out standing, sedimenting and draining, then collecting concentrations of effluent ammonia nitrogen and nitrite nitrogen, and adjusting reaction time according to the concentrations. The method provided by the invention gives full play to the advantages of granule sludge and autotrophic denitrification; and through online real-time control, system operation is optimized; degree of automation is high; controllability is good; and advanced denitrification and dephosphorization of low C / N domestic sewage can be realized.
Owner:BEIJING UNIV OF TECH

Intermittent aeration and membrane biological integrated water treatment device

PendingCN109292979AGuaranteed microbial biomassBiomass replenishment and enhancementTreatment with aerobic and anaerobic processesBiochemical engineeringNitrogen
The invention discloses an intermittent aeration and membrane biological integrated water treatment device which comprises a biochemical pool, a membrane treatment pool, a water pump, a submerged aerator, an air pipe, a control valve, a sludge pump and a sludge return pipe. The water pump is connected with the biochemical pool and used for pumping sewage to be treated into the biochemical pool, the submerged aerator is placed into the biochemical pool and externally connected with the air pipe, the control valve is mounted on the air pipe and connected with a controller for controlling intermittent opening of the control valve, the membrane treatment pool is connected with the biochemical pool through a pipeline, a membrane bioreactor is arranged in the biochemical pool, two ends of the sludge return pipe are connected with the membrane treatment pool and the biochemical pool, and the sludge pump is mounted on the sludge return pipe. Nitrogen and phosphorus removal effects of sewage and wastewater biochemical treatment can be remarkably improved, and sewage and wastewater treatment energy consumption can be effectively reduced.
Owner:重庆天星环保工程有限公司

In-situ sewage and odor treatment device for sewage treatment plant

The invention discloses an in-situ sewage and odor treatment device for a sewage treatment plant. The in-situ sewage and odor treatment device mainly comprises an odor collection system, an odor conveying system and an odor treatment system; the odor collecting system consists of an odor collecting hood, an air pipe and a first fan; the odor conveying system consists of a pipeline and a second fan; the odor treatment system separates the anoxic tank by using a partition plate; the tank is divided into a front selection tank area and a rear anoxic tank area, the front selection tank has three different structures, odor can be dissolved by adopting a proper scheme according to different conditions, and nitrate-containing sewage and sulfur-containing and ammonia-containing odor are treated insitu by virtue of a synchronous denitrification and desulfurization and anaerobic ammonia oxidation reaction mechanism. The treatment device is simple, the manufacturing cost is low, the thought is novel, sulfide and ammonia in the municipal sewage treatment plant are used for reducing nitrate while odor of the municipal sewage treatment plant is removed, the requirement for denitrification in sewage is met, waste is treated with waste, the input amount of a carbon source and the yield of residual sludge are reduced, and good ecological benefits are achieved.
Owner:ZHEJIANG GONGSHANG UNIVERSITY

Device and method for intermittent aeration and simultaneous nitrification and denitrification combined with short-range denitrification and anammox to achieve deep denitrification of domestic sewage

ActiveCN109019862BContinuous and stable synchronous nitrification and denitrification reactionImprove total nitrogen removal rateWater contaminantsTreatment with aerobic and anaerobic processesSequencing batch reactorPeristaltic pump
The invention relates to a device and a method for realizing deep denitrification of domestic sewage by synchronous nitrification and denitrification combined with short-range denitrification and anammox with intermittent aeration, and belongs to the field of sewage biological treatment. The device includes excess sludge fermentation tank, mud-water separator, raw water tank, intermediate water tank, two sequencing batch SBR reactors, air compressor, peristaltic pump, etc. The method is to add domestic sewage into the first sequence batch reactor, and remove all ammonia nitrogen and most of the total nitrogen through synchronous nitrification and denitrification under the intermittent aeration mode; In the second-sequence batch reactor, the remaining nitrite and nitrate are removed through short-range denitrification coupled with anaerobic ammonium oxidation, and finally realize the deep denitrification of domestic sewage. The invention is suitable for low C / N urban domestic sewage, can reduce aeration, reduce energy consumption, homogenize the concentration of organic matter in domestic sewage, slow down the consumption speed of organic matter, improve the efficiency of denitrification, and realize resource utilization of excess sludge at the same time.
Owner:BEIJING UNIV OF TECH

Authigenic ferric salt chemical phosphorus removal-anaerobic ferrous oxidization biological denitrification integrated device

The invention discloses an authigenic ferric salt chemical phosphorus removal-anaerobic ferrous oxidization biological denitrification integrated device. The device is provided with a chemical flocculation settling area, a ferrous salt supplement area, a nitrogen and phosphorus removal area and a three-phase separation area from bottom to top, wherein the chemical flocculation settling area is provided with a solid-liquid separation phosphorus removal area and a slowly flocculating phosphorus removal area, the ferrous salt supplement area is provided with a zero-valent iron filling area, the nitrogen and phosphorus removal area is provided with a rapidly settling phosphorus removal area and a ferrous oxidization biological nitrogen removal area from inside to outside, the three-phase separation area is provided with a gas release area and a settling area, and the settling area is provided with a biological sludge discharge port, a reflux port, an overflow weir and a water outlet. According to the device, the matrix of the phosphorus removal process and the nitrogen removal process can be recycled; by using biological denitrificatio and authigenic ferric salt chemical phosphorus removal agent, the cost for removing phosphorus is lowered; zero-valent iron such as cheap iron residue / scrap iron is dissolved by acid ferric salt phosphorous removal reaction solution so as to provide ferrous salt matrix for biological denitrification, and the purpose of processing waste with waste is achieved; by using autotroph for denitrification, the problem of insufficient carbon source in biological denitrification of wastewater is effectively solved.
Owner:ZHEJIANG UNIV

A system for strengthening post-denitrification denitrification process

InactiveCN104326559BEnsure an aerobic environmentEnhance nitrification activityTreatment with aerobic and anaerobic processesDeaeratorTherapeutic effect
The present invention discloses a system for strengthening a post-denitrification denitrogenation process. The system comprises a landfill gas inlet pipe, a nitrification strengthening tank (IN tank), a deaerator, a denitrification strengthening tank (ID tank) and a sedimentation tank, wherein the IN tank adopts landfill gas to aerate, the ID tank adopts the landfill gas with the oxygen removed by the deaerator to aerate, the length of the IN tank aeration pipe extending into the IN tank is 2 / 3 of the length of the tank, the IN tank and the ID tank are separated by a separation wall, the distance between the separation wall and the tank bottom is 1 / 5 of the height of the tank, the mixed ratio of the landfill gas to the air in the IN tank is 2:1-4:1, the internally circulated gas ratio in the IN tank is 50-80%, the internally circulated gas ratio in the ID tank is 70-90%, and the pre-acclimatization times of the microorganisms in the IN tank and the ID tank are 3-5 d. The system of the present invention has characteristics of high denitrogenation efficiency, stable treatment effect, simple process, less treatment structure and equipment, low infrastructure construction and operation cost, and the like.
Owner:NANJING INST OF ENVIRONMENTAL SCI MINIST OF ECOLOGY & ENVIRONMENT OF THE PEOPLES REPUBLIC OF CHINA

Constructed wetland filler and preparation method thereof and constructed wetland system

The invention discloses a constructed wetland filler and a preparation method thereof and a constructed wetland system, and relates to the technical field of environmental governance. The preparation method of the constructed wetland filler comprises the following steps: weighing the following raw materials in percentage by weight: 20-30% of wheat bran, 40-60% of zeolite powder and 20-30% of vermiculite powder, and fully mixing the materials to obtain a raw material mixture; adding a microbial liquid into the raw material mixture, uniformly mixing, and drying to obtain a microbial carrier; uniformly mixing a polyvinyl alcohol aqueous solution with a mass fraction of 6% and epoxy resin according to a ratio of (1-2.5): 1 to obtain an adhesive; uniformly mixing 85-95% by weight of the microbial carrier and 5-15% by weight of cement to obtain an intermediate mixture; and adding a binder into the intermediate mixture, uniformly mixing to prepare particles, and drying the particles to obtain the constructed wetland filler. The constructed wetland filler prepared by the invention can greatly improve the decontamination capacity of the constructed wetland system.
Owner:SHENZHEN WENKE GARDENING IND

Device and method for autotrophic denitrification of activated sludge based on continuous flow aao for phosphorus removal and partial denitrification

The invention relates to a continuous-flow AAO dephosphorization and partial denitrification series composite fixed biofilm activated sludge autotrophic denitrification device and a method thereof, which belong to the technical field of urban sewage biological treatment. The main body of the process is composed of four parts: urban sewage raw water tank, continuous flow AAO dephosphorization partial denitrification device, intermediate water tank and composite fixed biofilm-activated sludge autotrophic denitrification device. Through process adjustment, the remaining short-path sludge in the back-end autotrophic denitrification reactor is continuously refluxed through the sludge circulation system under the condition that the basic characteristics of the main organism population phosphorus accumulating bacteria in the AAO reactor are not destroyed. to the AAO reactor. Therefore, the denitrification effect of the front and rear stages can be realized at the same time, and the reactor volume required for treating unit volume of waste water can be further reduced. At the same time, under the conditions of high temperature, low oxygen and low sludge age, NOB in the autotrophic denitrification reactor can be effectively elutriated, making the short-range effect more stable. Finally, the energy-saving, efficient and stable nitrogen and phosphorus removal of the system will be realized.
Owner:BEIJING UNIV OF TECH
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