182results about How to "Favorable for attachment growth" patented technology

An anti-impact multiplying combination coking wastewater treatment technique relates to a treatment method of coking wastewater. The coking wastewater is first qualified by a physical-chemical pretreatment to improve biodegradable property of wastewater; the composite technology of a biological carrier of active sludge is adopted to do anaerobic/hypoxia/aerobic decarbonization/aerobic nitrification biochemical combination treatment; suspended or floating folding ball-shaped fillings are arranged in biochemical reactors and when micro organism traits are abnormal or a great amount of foams existing in the reactor, micro organism active incentive agents are added to the reactor in interval to improve active sludge traits and organism film quantity; finally the water is treated by a physical-chemical advanced treatment to reach a top grade standard. The invention not only strengthens the removal of COD, ammonia-nitrogen, volatile phenol and other pollutants in the coking wastewater by biochemical treatment but also resists serious water quality impact and has the advantages of quick system startup, less foams in an aeration tank, small occupying space, low operation cost and stable and effective treatment to coking wastewater.

The invention discloses a method for preparing a bio-carrier by porous foam polymer modification. The method is used for coating bonding modification of porous foam polymers. The method comprises the following steps of adding one or more cationized porous high-adsorptivity functional materials and one or more cationized polyhydric hydrophilic functional materials into coating modification slurry, mixing the coating modification slurry and a cationic acrylic acid emulsion, carrying out coating bonding of the mixture on one or more porous foam polymers, and carrying out cross-linking curing to obtain the modified bio-carrier having strong adsorbability, hydrophily, surface active functional group diversity, positive surface charges and strong biocompatibility. The method provided by the invention is not limited by structures, shapes, aperture sizes and physical properties of foam polymers and can be widely used for external coating modification of multiple carrier materials. The method provided by the invention has the advantages of convenient and simple operation, low investment and making cost, excellent carrier performances and long service life. The bio-carrier obtained by the method can be widely used in fields of fixed attachment of various microorganisms, and enhanced biological treatment.

The invention provides a carbon source carrier filler for repairing nitrate pollution of underground water. The carbon source carrier filler is formed by cladding biological ceramsite surface with an organic carbon source coating. The coating of the carbon source carrier filler comprises the following main components of: by weight, 10-50% of a natural carbon source material powder, 10-20% of a solvent, 1-5% of trace element, 10% of animal glue, 0-5% of a deoxidant, 0-5% of a pH conditioning agent and 0-2% of a surfactant. The carbon source carrier filler prepared in the invention has good mechanical properties and biological endophilicity, can achieve the aim of long-acting sustained release of carbon source, is suitable for underground water in-situ and ex-situ remediation technologies, and can be used to effectively avoid the secondary pollution problem of additional carbon sources.

The invention discloses a scale production process of nitrobacteria in liquid of high activity and high stability wherein the process comprises, arranging flexible fiber in aerobiosis fermentation apparatus, employing culture medium containing low molecular organic carbon to accelerate the attached growth of the nitrifying bacteria, supplementing low molecular organic carbon source and nitrogen source in time, carrying out timely elution to the nitrifying bacteria on the soft fiber, conserving the collection liquid with the condition of low resolving oxygen, low pH and sealing strip, detecting and loading into packaging appliance.

The invention discloses a method for processing agricultural running water pollution by utilizing bank and a compound system for processing running water pollution. A multi-level infiltration bed is constructed at the lower end of an agricultural running water converging channel along the bank from top to bottom, and consists of aquatic plants at the upper part and fillers at the lower part, a sand settling-buffering tank is arranged in front of each level of infiltration bed for settling sand, after the sand settling process, running water enters the infiltration bed for infiltration process, and the running water processed by a multi-level sand settling-infiltrating system is finally discharged into soil or water body by a water outlet area at the tail part of the system. In the invention, the bank is fully utilized for buffering water flow impact, water inlet quality is homogenized, and the purifying effect of running water pollutant is improved. Besides the traditional advantages of simple construction, convenience in operation and management, low cost and the like, the invention also has the advantages of no energy consumption, difficult blockage, small investment, convenience in operation and management, and strong anti-impact and anti-load capability.

The invention discloses a method for remedying the micro-polluted water body. The method comprises the following steps: 1) the micro-polluted water body firstly enters a first-stage water treatment area to perform sand settling and uniform water distribution; 2) the water body secondly enters a second-stage water treatment area-wetland bed, wherein the wetland bed is mainly composed of filler anda water plant, the water plant is giant reed, the filler is composed of upper filler and lower filler, the upper filler is gravel and the particle size is 5-10mm; the lower filler is the shale brick,the particle size of the shale brick is 10-60mm and the root system of the water plant grows in the filler; and 3) the water body finally enters a third-stage water treatment area to homogenize the effluent quality, and the water body can be discharged and enter the outer water body. The system has the following advantages: (1) no energy is consumed, the system is difficult to block; (2) the investment is low, the system is convenient to operate and manage; (3) the shock resistance is strong; and (4) the nitrogen-phosphorus removal rate is high and the system has a certain economic benefit.

The invention relates to a filter material for a biological aerated filter, which comprises the following raw materials by mass part: 10-40 parts of sludge from a waterworks, 25-80 parts of sludge from a sewage treatment works, 3-15 parts of pore-forming agent, and 7-20 parts of binder. Since the sludge from the sewage treatment works has higher carbon content, and the particle surface forms a porous state by adding right amount of pore-forming agent, the filer material has better adsorption and removal effects for pollutants in wastewater. The prepared filter material has huge specific surface area, is favorable for the attached growth of microorganisms, and is a novel efficient filter material for the biological aerated filter.

The invention discloses a method of treating high-concentration metaformaldehyde waste water into reuse water, relating to a treatment technology of high-concentration metaformaldehyde waste water. The pH of metaformaldehyde waste water of which the formaldehyde content is 4000mg/L into 3.0-4.0, then metaformaldehyde waste water is sent into an anaerobic hydrolysis composite reactor combining activated sludge with biomembrane and an aerobic composite reactor; at last, a double-membrane method is adopted to treat to ensure that effluent reaches the standard of urban wastewater recycling industrial water quality, thus serving as recirculated cooling water. The invention strengthens removal of high-concentration formaldehyde, COD, trioxymethylene, divinylene oxide and other pollutants in high-concentration metaformaldehyde waste water by biological treatment, can effectively resist impact from violent water yield and water quality, and has the advantages of high system starting speed, small foam of the aerobic composite reactor, low operation cost, stable and effective treatment and zero discharge of waste water.

The invention relates to a wastewater and sludge treatment technique, which particularly provides a sludge and wastewater free treatment system. The system comprises grilles, an aerated grit chamber, a hydrolysis acidification pond, an oxidation pond and a secondary sedimentation pond which are orderly connected, and the system also comprises a disinfection pond, a slag pond, a slag concentration tower and a sludge dewatering machine. When the system is operated, the wastewater passes through wide and narrow grilles to remove large impurities and enters the aerated grit chamber for sedimentation treatment, the discharged water enters the hydrolysis acidification pond; by a sludge bed in the hydrolysis acidification pond, the wastewater and reflux slag sludge are captured and the slag sludge is decomposed; the wastewater after the sedimentation treatment passes through a fixed type biological bed in the oxidation pond for biological treatment, the discharged water enters the secondary sedimentation pond for slag sedimentation, the discharged water after the slag sedimentation enters the disinfection pond for disinfection treatment, the water after the disinfection treatment can be discharged or reutilized, and the sedimentation slag is sent to the slag pond, and is concentrated by the slag concentration tower and is sent to the sludge dewatering machine for dewatering treatment. The sludge and wastewater free treatment system has the advantages of low equipment investment, low operating cost and good effect of wastewater treatment.

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.

The invention belongs to the field of sewage treatment, and discloses a high-efficiency slow-release carbon source modified corn cob, a preparation method and application thereof, wherein a slow-release carbon source is prepared by modifying 8-10 parts by weight of corn cob with 80-90 parts by weight of alkaline hydrogen peroxide, and the preparation method is simple and quick, low in cost, and good in treatment effect. The prepared high-efficiency slow-release carbon source modified corn cob is loose in structure and increased in surface area, has a porous structure, and has a particle diameter of 8-12 mm and a density of 0.3-0.6 g/cm<3>; when the high-efficiency slow-release carbon source modified corn cob is applied to denitrification biofilters, the removal rate of nitrate nitrogen isas high as 90% or more than 90%.

The invention discloses an integrated ecological floating bed and a riverway water body purification method. The ecological floating bed includes a floating framework, a floating plate mounted on the floating framework and provided with a plurality of planting holes filled with a plant cultivation matrix, a bamboo charcoal plate placed on the floating plate and provided with through holes in one-to-one correspondence with the planting holes, a plurality of elastic fillers hung below the floating plate, and an aeration system and a microbial tank which are arranged in the elastic fillers; the microbial tank internally contains faculative bacteria. The technical problems that a traditional ecological floating bed has plant growth limited by many limiting factors, the oxygen content in natural water bodies is insufficient, and the number of microorganisms in an ecological floating bed system is insufficient are solved.

The invention provides a fiber carrier and also provides a preparation and application of the fiber carrier. The fiber carrier comprises polymer fiber and a collagen coating which covers the surface of the polymer fiber. The diameter of the polymer fiber is 15-30 microns, and the thickness of the collagen coating is 1.5-300 nm. The fiber carrier has large gap, high mechanical strength and good hydrophily. The fiber carrier is a fiber carrier with excellent properties and for cell culture. The preparation method of the fiber carrier has simple steps, has no high requirements on instruments and equipment, and is suitable for various scales of production.

The invention relates to a rapid manual land infiltration treatment system and a method for purifying river water by applying the same. The treatment system consists of a water inlet pump, a regulating tank, a flow meter, an infiltration tank, a water collecting tank, a water distribution pipe entering the infiltration tank, and a water collecting pipe flowing out of the infiltration tank. Natural sand and at least one of zeolite and lava are used as a filling of the infiltration tank. When in operation, the infiltration tank is biologically domesticated and cultured by means of natural biofilm culturing in advance, is alternatively water-flooded for 12 to 72 hours, and are dried for 12 to 72 hours in 20 to 80 days in total of domestication; river sewage enters the regulating tank after being pumped by the water inlet pump, and are settled for 0.5 to 5 hours in the regulating tank; the settled sewage is distributed by the water distribution pipe and freely flows into the infiltration tank; after the settled sewage is water-flooded for 12 to 72 hours and dried for 12 to 72 hours, the infiltration solution is collected by the water collecting pipe and is then discharged into a river.

The invention discloses a preparation method of spherical haydite matrix for constructed wetland, which comprises removing impurity and particles in coagulated sludge at the terminal of a water supply plant to give sludge paste; completely mixing kaolin with the treated sludge, regulating the water content of the sludge to 60-65%, and preparing spherical haydite with particle size of 15-18 mm and25-28 mm by using the sludge, wherein per 1 kg of dry sludge is mixed with 0.60-0.70 kg of kaolin; and preheating at 200 DEG C for 1h, and sintering at 600-700 DEG C for 120-150min to obtain the final product with particle size of 8-10mm and 15-18mm. It is proved by the experiment that the matrix prepared by the method can remove COD (chemical oxygen demand), ammonium nitrogen and total phosphorus in wastewater effectively without matrix plugging, and is suitable for treatment of domestic wastewater, industrial and agricultural wastewater and polluted surface water. The treated wastewater reaches the first-level A standard of discharge standard of wastewater for municipal wastewater treatment plant.

The invention discloses a preparation method of cobalt carbonate for a battery. The preparation method comprises the following steps of: firstly adding an ammonium bicarbonate solution as a base solution; then adding a cobalt liquid for the neutralization precipitation reaction again; adding the ammonium bicarbonate solution and the cobalt liquid at the same time to a reaction system by adopting a simultaneous feeding mode till the pH of the reaction system is 6-7; moreover, keeping the pH of the whole system to be stabled to be 6-8 in the feeding process; also monitoring the dimension of cobalt carbonate particles; stopping feeding when D50 in the average particle size distribution index of cobalt carbonate reaches the stipulated requirement, thus the whole neutralization precipitation reaction is finished; and filtering and drying discharged materials after the reaction products in a reaction tank is subjected to heat preservation and aging continuously, thereby obtaining the required cobalt carbonate. The preparation method provided by the invention is simple and has low cost, two stage matching of the neutralization precipitation reaction is reasonable, the appropriate matched parameters are optimized, thereby preparing and obtaining the similar-spherical cobalt carbonate with great apparent density and uniform and controllable particle size.

The invention discloses a constructed wetland padding brick and a preparation method thereof and belongs to the field of sewage treatment. The brick is a hexagonal prism with side length of 8-12cm and height of 40-50cm. The preparation method includes proportionally adding and evenly stirring, by mass, 10-15% of limestone with particle sizes of 2-8mm, 30-40% of coal cinder with particle sizes of 3-10mm, 5-10% of coal ash with particle sizes smaller than 2mm, 15-20% of clay with particle sizes smaller than 2mm, 15-25% of volcanic rock with particle sizes of 3-8mm, 5-10% of modified infusorial earth with particle sizes of 2-8mm and 10-15% of water at normal temperatures, pouring slurries into a corresponding mold, performing compression molding under the pressure of 80-120Pa/mm<2>, and then performing demolding and natural air drying to obtain the constructed wetland padding brick. The brick is applicable to constructed wetlands, simple in structure, convenient to install and transport, unobstructed in water flow, stable in treating efficiency and capable of preventing blocking and facilitating apposition growth of microorganisms.

The invention discloses a honeycomb modified biological stuffing applied to water treatment and a preparation method thereof. The stuffing is prepared from a macro molecule base material, the cross section of the stuffing is of a honeycomb structure, and activated carbon particles are embedded in and distributed on the internal and external surfaces of honeycombs of the stuffing. Compared with common biological stuffing in the prior art, the modified honeycomb biological stuffing has the advantages that hydrophily is stronger, the mass transfer performance and the attached biomass are increased, the aeration impact resistance and the load impact resistance are improved, and the microorganisms are easily attached and grow, thereby shortening the biofilm formation period.

The invention provides a method and equipment for treating antibiotic mycelium residues. According to the method, the antibiotic mycelium residues and water are prepared into a mycelium residue suspension which is subjected to anaerobic fermentation treatment. The invention also provides the equipment for treating the antibiotic mycelium residues, and the equipment comprises a residue water generating device, an anaerobic fermentation device, a gas-liquid separation device positioned above the anaerobic fermentation device, a biogas collection device positioned above the gas-liquid separation device and a riser pipe for communicating the gas-liquid separation device and the anaerobic fermentation device. By using the method and equipment for treating the antibiotic mycelium residues, the mycelium residue suspension obtained after the mixing of the antibiotic mycelium residues and the water is subjected to anaerobic fermentation treatment, so that the inhibition of harmful substances of anaerobic fermentation antibiotics and the like in the conventional antibiotic mycelium residues is overcome, the amount of preponderant bacteria is kept to the utmost extent, the efficiency of anaerobic fermentation is improved, and the method and the equipment have the advantages of small floor area, simple operation, low cost and the like.