CN110028154B - Non-blocking water distribution anaerobic reaction device - Google Patents
Non-blocking water distribution anaerobic reaction device Download PDFInfo
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- CN110028154B CN110028154B CN201910378734.6A CN201910378734A CN110028154B CN 110028154 B CN110028154 B CN 110028154B CN 201910378734 A CN201910378734 A CN 201910378734A CN 110028154 B CN110028154 B CN 110028154B
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Abstract
The invention discloses a non-blocking water distribution anaerobic reaction device, which comprises a reactor body, a water inlet system, a gas collecting main pipe and a return pipe system, wherein a gas-liquid separation tank is arranged at the top end of the reactor body; the three-phase separator is connected with the gas-liquid separation tank through a gas collection main pipe; the left end and the right end of the inner side of the reactor body are respectively provided with a reflecting plate, and the reflecting plates are arranged between the water collecting pipe and the upper cone body part; the reactor body is provided with a water outlet pipe which is connected with a water outlet weir; the invention solves the problem of easy blockage of the water inlet system fundamentally by arranging the upper cone and the lower cone, and simultaneously improves the utilization efficiency of the container of the reactor by solving the problem of dead angles at the bottom of the reactor, thereby improving the treatment effect.
Description
Technical Field
The invention relates to a non-blocking water distribution anaerobic reaction device, belonging to the technical field of wastewater treatment.
Background
In recent years, due to rapid development of industrial and agricultural industries, agricultural or mixed domestic sewage with unbalanced nutrition, high-concentration organic wastewater and toxic and harmful chemical wastewater have great damage to the environment. The method is a great problem which is urgently needed to overcome when the anaerobic technology is widely applied in the aspects of water quality fluctuation resistance, poison inhibition, low-concentration organic wastewater treatment and the like. Anaerobic treatment, a low energy consumption wastewater treatment technology, is playing an increasing role in the field of biological wastewater treatment (particularly high-concentration organic wastewater). Among the developments of anaerobic treatment processes, the reactor is one of the fastest growing fields. The key of the design is how to form uniform and stable hydraulic conditions in the tank body, and the performance of the design is controlled by the water distribution structure, the hole distribution mode, the water inflow velocity and the like of the water distributor. At present, the problems of nonuniform water distribution, easy occurrence of dead zones, easy blockage of a water distribution system, serious calcification of a reactor, insufficient circulation quantity, poor buffer capacity of the reactor, serious loss of biological granular sludge and the like mainly exist. Aiming at the condition, the water distribution structure of the anaerobic reactor is optimally designed, so that the reactor realizes long-term stable and efficient operation and has important practical significance.
Chinese patent publication No.: 107720960A, published date: the patent document of 2018, 2 and 23 discloses a rotary water distribution type IC anaerobic reactor, which comprises a reaction tower, wherein the bottom of the reaction tower is provided with a water inlet, the upper part of the reaction tower is provided with a water outlet, a water inlet and distribution device, a backflow water distribution device, an inner backflow pipe, a first three-phase separator, a second three-phase separator and a gas-water separator are sequentially arranged in the reaction tower from bottom to top, the upper end of the inner backflow pipe is communicated with the gas-water separator, and the lower end of the inner backflow pipe faces the bottom of the reaction tower; the upper sides of the first three-phase separator and the second three-phase separator are respectively connected with a biogas collecting pipe which is communicated with the gas-water separator. The water inlet is connected with a water inlet and distribution device which comprises a main connecting pipe, one end of the main connecting pipe is provided with two or more than two branch pipes which are radially arranged, water inlet holes are arranged on the branch pipes, and the water inlet holes face towards the anticlockwise direction or the clockwise direction. The sewage injected from the water inlet is mixed with the sludge containing anaerobic bacteria in the tower, so as to improve the mass transfer effect of the waste water and the anaerobic bacteria. Although this reactor is arranged through the radiation of nozzle, makes rivers towards certain hour direction rotary motion in order, has slowed down the jam condition of nozzle from the certain degree, nevertheless under the great condition of reactor diameter, the increase of nozzle arrangement number will be difficult to realize that every resistance loss who bumps the mouth equals, still can't solve the jam problem fundamentally. Chinese patent publication No.: 107043161A, published date: the patent document 8/15/2017 discloses an IC anaerobic reactor, which comprises a tank body, a mixing zone, a first anaerobic zone, a lower three-phase separator, a second anaerobic zone, an upper three-phase separator, a settling zone and a gas-liquid separator. The mixing zone comprises a conical tank bottom, a water inlet pipe arranged on the upper side of the conical tank bottom and a return pipe arranged at the upper end of the water inlet pipe; the lower end of the return pipe is provided with a conical pipe orifice, and the upper end of the return pipe is connected with the gas-liquid separator. The invention can ensure that water is uniformly fed, and annular sludge is conveniently discharged. However, the inner space of the bottom cone cannot be utilized, so that the effective volume ratio of the reactor is low, and the volume of the reactor is increased.
Disclosure of Invention
Aiming at the problems of easy blockage, more dead corners, low starting speed and low treatment efficiency caused by non-uniform water distribution in the prior anaerobic treatment technology, the invention provides a non-blockage water distribution anaerobic reaction device and a method for treating wastewater by using the same.
The two layers of cone water distribution arranged at the bottom of the anaerobic reactor replace the traditional nozzle type water inlet mode, and the problem of water inlet blockage can be better solved. In addition, a strong turbulent flow is formed at the lower half part of the reactor, so that muddy water is in full contact with the reactor, and the sludge keeps a suspension state below the three-phase separator under the action of the upward flow and the methane bubbles, thereby preventing local dead angle deposition and improving the space utilization efficiency of the reactor. Has strong adaptability to organic wastewater in various industries and has better load impact resistance.
In order to achieve the purpose, the technical scheme adopted by the invention is as follows:
a non-blocking water distribution anaerobic reaction device comprises a reactor body, a water inlet system, a gas collecting main pipe and a return pipe system, wherein a gas-liquid separation tank is arranged at the top end of the reactor body, a water outlet weir, a three-phase separator, a water collecting pipe, an upper cone body part and a lower cone body part are sequentially arranged in the reactor body from top to bottom, the water inlet system is connected with the upper cone body part through the upper cone body main pipe, and the lower cone body part is sequentially connected with the return pipe system and the water collecting pipe through the lower cone body main pipe; the three-phase separator is connected with the gas-liquid separation tank through a gas collection main pipe; the left end and the right end of the inner side of the reactor body are respectively provided with a reflecting plate, and the reflecting plates are arranged between the water collecting pipe and the upper cone body part; the reactor body is provided with a water outlet pipe, and the water outlet pipe is connected with a water outlet weir.
The reactor body is a main body structure of the anaerobic reactor, is mostly cylindrical in shape, is of a steel concrete or steel structure, has anticorrosion measures on the inner wall, and is generally provided with a heat insulation layer on the outer part;
as a modification of the present invention, the reflecting plate is provided in the reactor body so as to be inclined downward.
As an improvement of the invention, the acute included angle between the reflecting plate and the reactor body is 25-40 degrees, and the horizontal projection length of the reflecting plate is 80-100 percent of the closest distance between the bottom surface of the lower cone and the inner side wall of the reactor body.
As a refinement of the invention, the upper cone part comprises at least 2 upper cones and the lower cone part comprises at least 2 lower cones.
As an improvement of the invention, the upper cone and the lower cone are both of a circular cone structure without a bottom cover, and the upper cone and the lower cone are on the same axis. The reactor is placed in a steel structure (the wall surface needs to be subjected to anticorrosion measures) or PVC material, namely the bottom surface of the cone is parallel to the bottom surface of the tank body.
As an improvement of the invention, the cone angle of the lower cone is 25-65 degrees, the distance between the bottom surface of the lower cone and the bottom of the reactor body is 1/10-3/10 of the height of the lower cone, and the sum of the bottom areas of the lower cone parts is 20-50 percent of the bottom area of the reactor body.
As an improvement of the invention, the cone angle of the upper cone is 25-65 degrees, the distance between the top point of the upper cone and the top point of the lower cone is 0.3-1.5 times of the height of the upper cone, and the bottom area of the upper cone is 50-100% of the bottom area of the lower cone.
As an improvement of the invention, the return pipe system comprises a return pipe, and a return pump is arranged on the return pipe; the water inlet system comprises a water inlet pipe, and a water inlet pump is arranged on the water inlet pipe. The reflux amount is 1-5 times of the water inflow.
As an improvement of the invention, the three-phase separator comprises a three-phase separation pipe, and the three-phase separation pipe is connected with the gas collection main pipe through a gas collection branch pipe.
As an improvement of the invention, the three-phase separation pipe comprises an upper separation pipe and a lower separation pipe, and the upper separation pipe and the lower separation pipe are arranged in the reactor body in a staggered manner. The three-phase separator is a triangular plastic plate or a stainless steel plate.
The height-diameter ratio of the reactor body is 3-6, wherein the height of the top point of the upper cone is 1/5-1/3 of the height of the reactor body.
A non-clogging water distribution anaerobic reaction device and a method for treating waste water thereof comprise the following steps:
1. the gap formed by the upper cone and the lower cone can enable water flow to flow out in a planar and oblique downward radiation mode at a high flow speed, so that a high turbulent flow hydraulic condition is formed, and mud and liquid are fully mixed and contacted.
2. When the backflow mud water passes through the annular gap between the lower cone and the bottom of the main reactor, the backflow mud water can obtain larger kinetic energy and carry sludge particles
The particles or the flocs run and impact the dead corner area at the bottom of the tank, so that the mixing of mud and water at the bottom of the tank is enhanced, and the service efficiency of the bottom container is ensured.
3. When the rising muddy water passes through the reflecting plate, larger turbulent flow can be formed to run along the direction opposite to the rising flow, so that the muddy water mixing in the area below the reflecting plate is further enhanced, the area is in a near-fluidized state, and the biochemical reaction efficiency is improved.
4. When the rising muddy water passes through the annular ring formed by the reflecting plate, the flow speed is changed, and the original flow is recovered after the flow speed is instantly increased
And the micro-disturbance is formed in the area between the reflecting plate and the three-phase separator, and the structure of a sludge suspension layer is not damaged, so that the sludge-water mass transfer reaction and the upper sludge-water separation are facilitated.
Because of the nearly fluidized hydraulic condition formed by the water inlet area at the bottom of the reactor, the reactor has stronger impact resistance, can adapt to different water quality load changes and certain anti-toxicity impact capacity, and simultaneously, the dead-angle-free siltation of the reactor improves the volume utilization efficiency of the reactor and the overall treatment efficiency. The reactor can adapt to organic wastewater in various industries and has better load impact resistance and toxicity resistance.
A non-blocking water distribution anaerobic reaction device and a method for treating wastewater by using the same mainly adopt the technical principle that: wastewater to be treated enters the reactor body from the upper cone body through the water inlet pump, flows through the bottom of the reactor in the oblique downward direction through a gap between the upper cone body and the lower cone body, and is well mixed with sludge. Meanwhile, muddy water on the upper part of the reactor (close to the lower part of the three-phase separator) is conveyed into the lower cone by the backflow pump through a muddy water collecting pipeline, and backflow water forms a large impact flow velocity through a gap between the lower cone and the bottom of the reactor, so that bottom activated sludge is greatly disturbed. The upper cone, the lower cone and the reflecting plate at the bottom of the reactor form a larger turbulent flow area together, so that sludge deposition caused by dead corners at the bottom is prevented. The middle upper part of the reactor can keep the sludge suspended and fully contacted with the wastewater under the action of ascending flow velocity, methane bubbles and micro turbulence, thereby effectively solving the problem of local siltation inside the reactor. And finally, the sludge and water flow through the three-phase separator to realize sludge and water separation, and part of sludge sinks to the periphery of the water collecting pipe and is sucked into the return pipe and then flows back to the lower cone at the bottom of the reactor. And the waste water after mud-water separation flows through the water outlet weir and finally enters the water outlet pipe to be discharged.
Compared with the prior art, the invention has the following beneficial effects because the technology is adopted:
the invention discloses a non-clogging high-efficiency anaerobic treatment device which can effectively solve the problem of clogging of a water inlet system.
According to the non-blocking water distribution anaerobic reaction device, the measures of enhancing turbulence by adopting a non-nozzle water inlet system and a reflecting plate are adopted, so that the problems of non-uniformity and easy blocking of a water inlet and distribution pipe are solved, the sludge deposition at dead corners can be effectively prevented under the condition of a nearly fluidized water body formed at the bottom of the reactor, and the use efficiency of a container of the reactor is improved.
According to the non-clogging water distribution anaerobic reaction device, the annular ring formed by the reflecting plate enables the reactor main body to be divided into an upper part, a middle part and a lower part, the lower part is in a fluidized state, a micro-turbulence transition region is arranged near the annular ring, the upper part is in a stable suspension state, and the three states in the same reactor better meet the requirements of an anaerobic treatment process.
According to the non-blocking water distribution anaerobic reaction device, the annular ring formed by the reflecting plate is used as a boundary area, and the lower part is in a near-fluidized state, so that mud and water can be fully mixed and reacted, the impact resistance of waste water is improved, and bottom siltation is prevented; the transition state in the middle part improves the instantaneous upward flow velocity, forms a micro-turbulence area, promotes gas-liquid separation, strengthens the micro mass transfer of the sludge surface and prevents local siltation; the stable suspension area on the upper part provides better conditions for improving gas-liquid-solid three-phase separation of the three-phase separator.
Drawings
FIG. 1 is a schematic structural view of a non-clogging water distribution anaerobic reaction device;
in the figure: 1. the device comprises a water inlet pipe, 2, a water inlet pump, 3, an upper cone, 4, a lower cone, 5, a lower cone header pipe, 6, a reflux pump, 7, an upper cone header pipe, 8, a reflecting plate, 9, a reactor body, 10, a reflux pipe, 11, a water collecting pipe, 12, a three-phase separator, 13, a gas collecting header pipe, 14, a water outlet weir, 15, a gas collecting branch pipe, 16, a water outlet pipe, 17, a gas-liquid separation tank, 18, an upper separation pipe, 19 and a lower separation pipe.
Detailed Description
The invention is further elucidated with reference to the drawings and the detailed description.
Example 1:
with reference to the attached drawings, the non-blocking water distribution anaerobic reaction device comprises a reactor body 9, a water inlet system, a gas collecting main pipe 13 and a return pipe system, wherein a gas-liquid separation tank 17 is arranged at the top end of the reactor body 9, a water outlet weir 14, a three-phase separator 12, a water collecting pipe 11, an upper cone body part and a lower cone body part are sequentially arranged in the reactor body 9 from top to bottom, the water inlet system is connected with the upper cone body part through an upper cone main pipe 7, and the lower cone body part is sequentially connected with the return pipe system and the water collecting pipe 11 through a lower cone main pipe 5; the three-phase separator 12 is connected with a gas-liquid separation tank 17 through a gas collection header pipe 13; the left end and the right end of the inner side of the reactor body 9 are respectively provided with a reflecting plate 8, and the reflecting plates 8 are arranged between the water collecting pipe 11 and the upper cone part; the reactor body 9 is provided with a water outlet pipe 16, and the water outlet pipe 16 is connected with a water outlet weir 14.
The reflecting plate 8 is provided in the reactor body 9 to be inclined downward.
The upper cone part comprises at least 2 upper cones 3 and the lower cone part comprises at least 2 lower cones 4.
The upper cone 3 and the lower cone 4 are both of circular cone structures without bottom covers, and the upper cone 3 and the lower cone 4 are on the same axis.
The return pipe system comprises a return pipe 10, and a return pump 6 is arranged on the return pipe 10; the water inlet system comprises a water inlet pipe 1, and a water inlet pump 2 is arranged on the water inlet pipe 1.
The three-phase separator 12 comprises three-phase separation tubes, the three-phase separation tubes are connected with a gas collecting main pipe 13 through gas collecting branch pipes 15, the three-phase separation tubes comprise upper separation tubes 18 and lower separation tubes 19, and the upper separation tubes 18 and the lower separation tubes 19 are arranged in the reactor body 9 in a staggered mode.
Wherein reactor body 9 and upper and lower cone 4 adopt carbon steel material to make, the inner wall (including upper and lower cone) is anticorrosive with epoxy, upper and lower cone adopts fan-shaped steel sheet book system to form, fix inside the reactor by the unsettled support of steelframe, lower cone 4 is 80 mm apart from reactor bottom, upper and lower cone apex angle all is 45, upper cone 3 top and inlet tube 1 are through welding intercommunication, the distance between two upper and lower cone summits is 50mm, upper cone 3 summits highly accounts for 20% of reactor total height, collector pipe 11 is installed on the well upper portion of reactor, 0.8 meters distance from 12 lower parts of three-phase separator, the branch pipe plane keeps the level, the perforation is downward. The bottom area of the upper cone is 60% of the bottom area of the lower cone, and the sum of the bottom areas of all the lower cones 4 in the reactor accounts for 25% of the total area value.
The diameter of the water collecting pipe 11 is 200 mm, and the hole pitch is 0.30 m. The return pipe 10 is connected with the water collecting pipe 11 and the top of the lower cone 4, and muddy water is conveyed to the return branch pipe through the water collecting pipe 11 by the return pump 6 and then enters the lower cone 4 through the return branch pipe. The downward inclination angle of the reflecting plate 8 is 30 degrees, and the horizontal projection length is 80 percent of the nearest distance between the bottom surface of the lower cone 4 and the wall of the reactor.
The three-phase separator 12 is made of a bottomless triangular-cylindrical stainless steel plate, the included angle of a triangular vertex angle is 60 degrees, the three-phase separator is divided into two layers which are respectively arranged at the upper part of the main reactor in a staggered mode, the top of each triangular plate with the layer spacing of 100mm is connected with a gas collection branch pipe 15, and all the gas collection branch pipes 15 are collected to a gas collection header pipe 13; the effluent weir 14 is a triangular sawtooth weir and is made of stainless steel; the gas-liquid separation tank 17 is made of carbon steel corrosion-resistant material and is connected with the gas collection header pipe 13.
A non-blocking water distribution anaerobic reaction device and a method for treating wastewater thereof are disclosed, wherein the treatment process comprises the following steps: waste water is pumped into the upper cone 3 through the water inlet pump 2, water flows through the gap between the upper cone and the lower cone and flows through the bottom of the reactor along the inclined downward direction, the flow speed is 324m/h, simultaneously, mud water at the upper part of the reactor (close to the lower part of the three-phase separator 12) is conveyed into the lower cone 4 through the water collecting pipe 11 by the return pump 6, return water forms a larger flow speed through the gap between the lower cone 4 and the bottom of the reactor, the flow speed is 1246m/h, and disturbance at the bottom of the reactor is enhanced. The upper cone and the lower cone at the bottom of the reactor and the reflecting plate 8 form a larger turbulent flow area together, so that sludge deposition caused by dead corners at the bottom is prevented. Due to the effect of the rising flow velocity, the suspended sludge and the wastewater finally flow through the three-phase separator 12 to realize sludge-water separation, and a part of sludge sinks to the periphery of the water collecting pipe 11 and is sucked into the return pipe 10 and then flows back to the bottom of the reactor. The treated wastewater from the sludge-water separation flows through the effluent weir 14 and finally into the effluent pipe 16.
According to the non-blocking water distribution anaerobic reaction device and the method for treating wastewater by using the same, dead corners are effectively prevented in the reaction process, the problem of water inlet blocking is solved, and water distribution is more uniform, so that the treatment efficiency is high, and the applicability is wider.
Example 2:
the basic structure of the non-clogging water distribution anaerobic reaction device and the method for treating wastewater thereof in the embodiment is the same as that of the embodiment 1, and the difference is that: the distance between the lower cone 4 and the bottom of the reactor is 100mm, the vertex angle of the upper cone and the lower cone is 60 degrees, the distance between the vertex of the upper cone and the vertex of the lower cone is 90mm, the distance between 12 layers of the three-phase separator is 110 mm, corrosion prevention measures are adopted, the downward inclination angle of the reflecting plate 8 is 40 degrees, the horizontal projection length is 90 percent of the nearest distance between the bottom surface of the lower cone 4 and the wall of the reactor pool, and the sum of the bottom areas of all the lower cones 4 in the reactor accounts for 50 percent of the total area. The flow rate of the gap water between the upper cone and the lower cone is about 421m/h, and the flow rate of the gap water between the lower cone 4 and the bottom of the reactor is 1341 m/h. The bottom area of the upper cone body is 70 percent of the bottom area of the lower cone body.
pH of production wastewater of a certain pharmaceutical enterprise: 7.6; COD: 18600 and 24300mg/L are high-concentration organic wastewater, which has good biodegradability but high suspended matter content, and the treatment process is the same as that in example 1 by using the non-clogging water distribution anaerobic reaction device and the method for treating wastewater in the embodiment, the granular sludge is adopted for medium-temperature (35 ℃) acclimation culture, the COD removal rate can reach 71% after 2 weeks of operation, the COD removal rate can reach 83% after 4 weeks of operation, the COD removal rate is as high as 90% after two months of operation, and the effluent COD is basically stabilized at about 2000 mg/L. The phenomenon of crushing and diminishing of granular sludge is not seen, which shows that the reactor has better treatment effect.
Example 3:
the basic structure of the non-clogging water distribution anaerobic reaction device and the method for treating wastewater thereof in the embodiment is the same as that of the embodiment 1, and the difference is that: the distance between the lower cone 4 and the bottom of the reactor is 90mm, the top angle of the upper cone and the bottom angle of the lower cone are 50 degrees, the distance between the top angle of the upper cone and the top angle of the lower cone is 70mm, the distance between the 12 layers of the three-phase separator is 120 mm, corrosion prevention measures are adopted, the downward inclination angle of the reflecting plate 8 is 32 degrees, the horizontal projection length is 87 percent of the nearest distance between the bottom surface of the lower cone 4 and the wall of the reactor pool, and the sum of the bottom areas of all the lower cones 4 in the reactor accounts for 35 percent of the total area. The flow rate of the gap water between the upper cone and the lower cone is about 357m/h, and the flow rate of the gap water between the lower cone 4 and the bottom of the reactor is 1481 m/h. The bottom area of the upper cone body is 80 percent of that of the lower cone body.
pH of the production wastewater of a certain sweet potato starch enterprise: 5.3; COD: 13500 and 18300mg/L, which is high concentration organic wastewater with good biodegradability but high suspended matter, the treatment process is the same as that in example 1, the granular sludge for treating starch wastewater is cultured and acclimatized at medium temperature (35 ℃), after 2 weeks of operation, the COD removal rate reaches 85%, after one month of operation, the COD removal rate reaches 92%, and the effluent COD is basically stabilized at about 1000 mg/L.
The above-mentioned embodiments are merely preferred embodiments of the present invention, and should not be construed as limiting the present invention, and the scope of the present invention should be defined by the claims, and equivalents including technical features of the claims, i.e., equivalent modifications within the scope of the present invention.
Claims (4)
1. The utility model provides a no jam water distribution anaerobic reaction device which characterized in that: the reactor comprises a reactor body, a water inlet system, a gas collecting main pipe and a return pipe system, wherein a gas-liquid separation tank is arranged at the top end of the reactor body, a water outlet weir, a three-phase separator, a water collecting pipe, an upper cone body part and a lower cone body part are sequentially arranged in the reactor body from top to bottom, the water inlet system is connected with the upper cone body part through the upper cone main pipe, and the lower cone body part is sequentially connected with the return pipe system and the water collecting pipe through the lower cone main pipe; the three-phase separator is connected with the gas-liquid separation tank through a gas collection main pipe; the left end and the right end of the inner side of the reactor body are respectively provided with a reflecting plate, and the reflecting plates are arranged between the water collecting pipe and the upper cone body part; the reactor body is provided with a water outlet pipe, and the water outlet pipe is connected with a water outlet weir;
the upper cone member comprises at least 2 upper cones, and the lower cone member comprises at least 2 lower cones;
the upper cone and the lower cone are of a circular cone structure without a bottom cover, and the upper cone and the lower cone are on the same axis;
the cone angle of the lower cone is 25-65 degrees, the distance between the bottom surface of the lower cone and the bottom of the reactor body is 1/10-3/10 of the height of the lower cone, and the sum of the bottom areas of the lower cone parts is 20-50 percent of the bottom area of the reactor body;
the reflecting plate is obliquely arranged in the reactor body downwards;
an acute included angle between the reflecting plate and the reactor body is 25-40 degrees;
the cone angle of the upper cone is 25-65 degrees, the distance between the top point of the upper cone and the top point of the lower cone is 0.3-1.5 times of the height of the upper cone, and the bottom area of the upper cone is 50-100% of the bottom area of the lower cone.
2. The non-clogging water distribution anaerobic reaction device of claim 1, which is characterized in that: the backflow pipe system comprises a backflow pipe, and a backflow pump is arranged on the backflow pipe; the water inlet system comprises a water inlet pipe, and a water inlet pump is arranged on the water inlet pipe.
3. The non-clogging water distribution anaerobic reaction device of claim 1, which is characterized in that: the three-phase separator comprises a three-phase separation pipe, and the three-phase separation pipe is connected with the gas collection main pipe through a gas collection branch pipe.
4. The non-clogging water distribution anaerobic reaction device of claim 1, which is characterized in that: the three-phase separating pipe comprises an upper separating pipe and a lower separating pipe, and the upper separating pipe and the lower separating pipe are arranged in the reactor body in a staggered mode.
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| CN110526395B (en) * | 2019-09-27 | 2024-06-07 | 浙江省环境工程有限公司 | Rotational flow anaerobic reactor for wastewater treatment system |
| CN110980943B (en) * | 2019-12-14 | 2022-02-18 | 浙江永续环境工程有限公司 | Anaerobic flowing biological membrane reactor |
| CN114409069B (en) * | 2022-01-25 | 2023-05-16 | 浙江省环境工程有限公司 | Annular spiral-flow type anaerobic reactor for pretreatment of high-concentration chemical fiber wastewater |
| CN115321764B (en) * | 2022-10-14 | 2023-02-03 | 河北协同水处理技术有限公司 | Coking wastewater treatment system and method |
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| JP2000254682A (en) * | 1999-03-12 | 2000-09-19 | Suido Kiko Kaisha Ltd | Biological reactor |
| CN2598997Y (en) * | 2003-01-24 | 2004-01-14 | 天津清华德人环境工程有限公司 | Expansion particle sludge bed organic waste water anaerobic reactor |
| CN101293706A (en) * | 2008-07-15 | 2008-10-29 | 牟秀元 | Multi-stage inner circulation anaerobic reactor |
| CN201952281U (en) * | 2011-01-10 | 2011-08-31 | 复旦大学 | Cyclone type waste water treatment device of swell anaerobic sludge bed |
| CN103408136A (en) * | 2013-08-30 | 2013-11-27 | 中水珠江规划勘测设计有限公司 | Integrated pulse inner cycle anaerobic reaction device |
| CN105692887A (en) * | 2016-01-26 | 2016-06-22 | 南京简迪环境工程有限公司 | Semi-closed two-chamber anaerobic reaction device and wastewater treatment method thereof |
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