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88results about How to "Efficient and stable removal" patented technology

Process for treating domestic sewage with low CN (Carbon-Nitrogen) ratio by use of anaerobic/aerobic SNDPR (Simultaneous Nitrification and Denitrification Phosphorus Removal) system capable of enriching phosphorus-accumulating bacteria

The invention provides a process for treating domestic sewage with low CN (Carbon-Nitrogen) ratio by use of an anaerobic/aerobic SNDPR (Simultaneous Nitrification and Denitrification Phosphorus Removal) system capable of enriching phosphorus-accumulating bacteria and belongs to the field of biological sewage treatment. After the domestic sewage enters into an SNDPR SBR (Sequencing Batch Reactor), delayed anoxic/anaerobic stirring is carried out firstly, nitrogen removal by denitrification is performed on NO3<-1>-N and NO2<-1>-N left in last cycle by use of denitrifying bacteria and by utilizing organic carbon sources in the sewage, the anaerobic phosphorus release is realized by use of the phosphorus-accumulating bacteria and by utilizing the organic carbon sources in the sewage, and stored substances are synthesized in the cells of the phosphorus-accumulating bacteria. Due to delayed anaerobic treatment, after PAOs phosphorus release is finished, the denitrifying flora in the system is still capable of taking full advantage of organic matters in the sewage and storing the organic matters as an internal carbon source. Hereafter, aerobic aeration stirring is performed; as the concentration of dissolved oxygen is controlled, endogenous SNDPR of the denitrifying flora can be realized while phosphorus absorption of the phosphorus-accumulating bacteria is guaranteed. The method process for treating the domestic sewage with low CN ratio by use of the anaerobic/aerobic SNDPR system capable of enriching phosphorus-accumulating bacteria has the advantages that deep nitrogen and phosphorus removal of the sewage with low CN ratio is realized in one reactor, the process is simple, no external carbon source needs to be added, and the oxygen consumption and the energy consumption are reduced.
Owner:BEIJING UNIV OF TECH

Horizontal type three-phase biological fluidized bed and sewage treatment method thereof

The invention provides a horizontal type three-phase biological fluidized bed and a sewage treatment method thereof. According to the horizontal type three-phase biological fluidized bed, a water inlet and water distribution anaerobic zone, a high-load facultative biological treatment zone, a baffling zone, a low-load aerobic biological treatment zone and a settling pond are horizontally arranged from a water inlet end to a water outlet end, and moreover suspended biological stuffing layers are arranged inside other zones except the baffling zone. Sewage is fed into the water inlet and water distribution anaerobic zone, in an anaerobic environment, BOD organic maters in the wastewater are converted into a fermentation product by facultative fermentation bacteria, polymerized phosphate stored in the cells is decomposed by phosphorus-accumulating bacteria, and then the sewage is fed into the high-load facultative biological treatment zone to remove COD and nitrogen, is further fed into the low-load aerobic biological treatment zone to reduce phosphorus in the effluent, and is finally settled, clarified and filtered by the settling pond so as to obtain clean water. As all process steps are accomplished in one same horizontal pond, the land is saved, the phenomenon that equipment such as a pump and a valve is blocked when dispersed type stuffing is adopted to treat sewage is avoided, and a carrier is prevented from loss, piling or hardening.
Owner:WUHAN HUIZHONG DACHUAN AUTOMATIC CONTROL EQUIP CO LTD

Lignin wastewater recycling technology

The invention relates to a lignin wastewater recycling technology. A micro-electrolysis system, a biodegradation system, a membrane pretreatment system, a membrane treatment system and an evaporation system are adopted in the technology, wherein the micro-electrolysis system at least comprises a micro-electrolysis reaction and coagulating sedimentation, the biodegradation system at least comprises anaerobic and aerobic composite biodegradation, the membrane pretreatment system integrates multiple technologies selected according to effluent quality of the biodegradation system, and the membrane treatment system at least comprises ultrafiltration and reverse osmosis. The biodegradability of high-content lignin wastewater is improved by the micro-electrolysis system, effluent of the micro-electrolysis system enters the biodegradation system for removal of partial COD (chemical oxygen demand), the wastewater enters the membrane treatment system after the hardness, the COD and suspended solids are reduced again by the membrane pretreatment system, produced water of the membrane treatment system is deployed and recycled, and concentrated water enters the evaporation system for evaporative crystallization. The technology treats and recycles the high-content lignin wastewater, the pollution caused by the wastewater to the environment is reduced, and efficient recovery of the water resource is realized.
Owner:NANJING JIUSI HIGH TECH

Combined set for treating micro-polluted source water in counties and towns

The invention relates to a combined set for treating a micro-polluted source water in counties and towns, and the combined set comprises an inclined tube sedimentation tank, an aeration biozeolite filter column and an activated carbon filter column, wherein the inclined tube sedimentation tank consists of a water inlet region, a sloped tube region and a water collection region, the water inlet region is provided with turbulent stones and a baffle, the water collection region discharges water through a perforated water collection tank, the aeration biozeolite filter column consists of a water/gas inlet region, a filter material region and a water collection region, aeration is carried out in a blast aeration mode, gas is mixed in the water inlet region and enters the filter material region through a long-handle filter head, the filter material consists of coarse-grain zeolite and common-grain zeolite, the effluent water of the aeration biozeolite filter column enters the activated carbon column in a hydraulic drop mode, and the activated carbon filter column consists of a filter material region and a water outlet region. The inclined tube sedimentation tank water inlet region is provided with the turbulent stones and baffle to enhance the flocculation effect of the coagulant and the removal effect of the sedimentation tank. The activated carbon filter column connected to the aeration biozeolite filter column performs a two-stage biochemical synergistic action, and implements advantage complementation, thereby enhancing the water quality of the effluent water and lowering the treatment cost. The combined set can effectively remove ammonia nitrogen, organic substances, manganese and other pollutants in the micro-polluted source water, has the advantages of compact technical linkage, low investment and operating cost and stable quality of effluent water, and is suitable for being used in small-scale water generation occasions, such as water supply to counties and towns.
Owner:TONGJI UNIV

A horizontal three-phase biological fluidized bed and its sewage treatment method

ActiveCN104030441BScale upWork around height restrictionsTreatment with aerobic and anaerobic processesLow loadPhosphate
The invention provides a horizontal type three-phase biological fluidized bed and a sewage treatment method thereof. According to the horizontal type three-phase biological fluidized bed, a water inlet and water distribution anaerobic zone, a high-load facultative biological treatment zone, a baffling zone, a low-load aerobic biological treatment zone and a settling pond are horizontally arranged from a water inlet end to a water outlet end, and moreover suspended biological stuffing layers are arranged inside other zones except the baffling zone. Sewage is fed into the water inlet and water distribution anaerobic zone, in an anaerobic environment, BOD organic maters in the wastewater are converted into a fermentation product by facultative fermentation bacteria, polymerized phosphate stored in the cells is decomposed by phosphorus-accumulating bacteria, and then the sewage is fed into the high-load facultative biological treatment zone to remove COD and nitrogen, is further fed into the low-load aerobic biological treatment zone to reduce phosphorus in the effluent, and is finally settled, clarified and filtered by the settling pond so as to obtain clean water. As all process steps are accomplished in one same horizontal pond, the land is saved, the phenomenon that equipment such as a pump and a valve is blocked when dispersed type stuffing is adopted to treat sewage is avoided, and a carrier is prevented from loss, piling or hardening.
Owner:WUHAN HUIZHONG DACHUAN AUTOMATIC CONTROL EQUIP CO LTD

Method for treating arsenic-containing waste polluted acid by using industrial iron-containing waste mud

The invention belongs to the field of environmental protection, and particularly relates to a method for treating arsenic-containing waste polluted acid by using industrial iron-containing waste mud.The method comprises: pouring industrial iron-containing waste mud into arsenic-containing waste polluted acid, promoting the uniform mixing and the reaction between the industrial iron-containing waste mud and the arsenic-containing waste polluted acid through stirring or aeration, adjusting the pH value to 6-9 with an alkali, entering a precipitation pool, carrying out standard discharge on thesupernatant, dewatering the concentrated sludge by using a press filter or a centrifuge, and treating the dewatered concentrated sludge as solid waste. According to the present invention, the use amount of the industrial iron-containing waste mud is determined through the test according to the components and the treatment requirements of the arsenic-containing waste polluted acid; with the method,the iron-containing solid waste in the iron and steel industry and the aluminum industry can be directly utilized, and the arsenic-containing waste polluted acid problem generally existing in the non-ferrous smelting, the industrial sulfuric acid and other industries can be solved; and the method has advantages of simple process, easy operation, good arsenic removal effect, iron salt addition eliminating, alkali consumption reducing, effectively-reduced solid waste treatment pressure, resource saving, cost reducing and high practical value.
Owner:ZHANGJIAGANG GREEN TECH ENVIRONMENTAL PROTECTION EQUIP

Quick starting method for aerobic granular sludge reactor for treating difficultly degraded waste water

The invention discloses a quick starting method for an aerobic granular sludge reactor for treating difficultly degraded waste water. Sucrose is used as a carbon source in the inlet water of the starting initial stage, the organic load is controlled at 1 to 1.6kg m<-3>d<-1>, the surface air velocity is 1.2 to 1.5cm s<-1>, the settling time of sludge is controlled at 5 to 15 minutes, and the biomass in the reactor reaches 6 to 8g L<-1> after operating for 7 to 10 days; the organic load of the inlet water is further improved to 3.0 to 3.5kg m<-3>d<-1>, the surface air velocity is increased to 2.4 to 2.8cm s<-1>, the settling time of the sludge is shortened to 3 to 5 minutes, and the operation is continuously carried out for 3 to 5 days; and 25 percent of carbon source is replaced by using a toxic organic substance, the organic load is maintained at 3.0 to 3.5kg m<-3>d<-1>, the ratio of the toxic organic substance to the carbon source of the inlet water is improved according to the gradient of 25 percent every 7 days after the removal rate of pollutants reaches over 95 percent, and the operation is continuously carried out for 20 to 25 days, so that quick start of the aerobic granular sludge reactor for treating the toxic difficultly degraded organic waste water is realized. After the operation is continuously carried out for one month, the reactor is stable. The method quickly realizes start of the aerobic granular sludge reactor for treating the difficultly degraded waste water, and simultaneously realizes efficient and stable removal of the difficultly degraded pollutants.
Owner:ZHEJIANG UNIV

Preparation method of tricobalt tetroxide monolithic catalyst for carbon monoxide purification

The invention discloses preparation and application of a tricobalt tetraoxide monolithic catalyst used for purifying carbon monoxide. The catalyst is suitable for rapid digestion of the carbon monoxide in space. The preparation method comprises the following steps: a rod-shaped tricobalt tetraoxide nanocatalyst prepared by a hydrothermal method is used as an active component of oxidation of the carbon monoxide, a heat-treated and chemically-treated iron-chromium-nickel metal honeycomb is used as a carrier, and the catalyst coats the surface of the honeycomb ceramic by a repeated impregnation method. According to the method provided by the invention, a coating layer of the catalyst prepared by the method is uniformly supported on the surface of the carrier, is not easy to fall off, and hasless micro cracks; the metal honeycomb carrier has a high specific surface area and high thermal conductivity, and the prepared monolith catalyst can maintain high catalytic capacity and high stability in high-air-volume low-temperature high-moisture high-carbon-dioxide environments; and the monolithic catalyst has a simple and easy preparation process and a superior carbon monoxide purification effect, and is suitable for large-scale industrial application.
Owner:CHINA UNIV OF MINING & TECH

Method for treating rural domestic sewage based on improved A2O technology

The invention provides a method for treating rural domestic sewage based on an improved A2O technology and relates to rural sewage treatment methods, aiming at solving the problems of existing rural domestic sewage equipment that the investment is great, the operation cost is high and the nitrogen and phosphorus removing effect is poor. The method comprises the following steps: 1, preparing integrated equipment; 2, starting: after the rural domestic sewage passes through a septic tank, enabling the rural domestic sewage and reflowing sludge to enter an anaerobic tank of the integrated equipment and carrying out anaerobic phosphorus releasing; then enabling output water of the anaerobic tank to enter an anoxic tank from the tank bottom; after mixing the output water with a reflowing nitrification solution, carrying out denitrification reaction; then enabling a product to enter an aerobic tank and carrying out reaction including aerobic phosphorus absorption, nitrification, organic matter oxidization and decomposition and the like; after treating, discharging through a secondary sedimentation tank; finishing starting after each index reaches the standard; 3, stably operating the rural domestic sewage to finish treatment. According to the method provided by the invention, the removing rates of COD (Chemical Oxygen Demand), ammonia nitrogen, total nitrogen and total phosphorus of the output water are 90 percent to 94 percent, 98 percent to 99 percent, 57 percent to 73 percent and 88 percent to 93 percent respectively.
Owner:CHENGDU UNIV OF INFORMATION TECH
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