CN211570413U - Sewage treatment regeneration recycling system - Google Patents
Sewage treatment regeneration recycling system Download PDFInfo
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- CN211570413U CN211570413U CN202020022779.8U CN202020022779U CN211570413U CN 211570413 U CN211570413 U CN 211570413U CN 202020022779 U CN202020022779 U CN 202020022779U CN 211570413 U CN211570413 U CN 211570413U
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Abstract
The utility model discloses a sewage treatment regeneration recycling system. The system comprises a pretreatment water collecting tank, an anoxic tank, an anaerobic tank, an aerobic membrane tank and a disinfection tank; the anoxic tank and the anaerobic tank are both provided with a clapboard extending upwards from the bottom of the tank; an MBR membrane module is arranged in the aerobic membrane tank; the pretreatment water collecting tank is connected with a water inlet of the anoxic tank through a pump; the aerobic membrane tank is connected with the disinfection tank through a membrane suction pump; the bottom of the aerobic membrane tank is provided with a gas stripping return pipe which is connected to the water inlet of the anoxic tank through the gas stripping return pipe; the sewage treatment, regeneration and reuse system also comprises an air supply device, and the air supply device is respectively connected with the MBR membrane module and the air stripping return pipe through pipelines. The system has high sewage treatment efficiency, low energy consumption, simple and convenient operation and stable effect.
Description
Technical Field
The utility model belongs to the sewage treatment field, concretely relates to sewage treatment regeneration recycling system.
Background
The urban sewage contains a large amount of organic matters, nitrates, sludge, floaters and other impurities, and the generation and discharge of a large amount of sewage seriously pollutes the natural environment, brings health hidden dangers and wastes precious water resources. The regeneration and utilization of the town sewage can not only effectively reduce the pressure of sewage discharge on the ecological environment, but also be an effective way for relieving regional water resource shortage.
In the prior art, for the treatment of town sewage, a pretreatment water collecting tank, an anaerobic tank, an anoxic tank, an aerobic tank, a secondary sedimentation tank, a filtering tank, a disinfection tank and the like are required to be arranged in sequence, and the defects of multiple structures, complex structure, large occupied area, high cost, low recovery efficiency and the like exist. Meanwhile, the anaerobic tank is arranged in front of the anoxic tank, so that insufficient carbon source in the denitrification stage can be caused, the reflux liquid causes the problems of impact and the like on the anaerobic process, and the nitrogen and phosphorus removal efficiency is not high. In addition, nitrate state liquid and sludge respectively flow back to the anoxic tank and the anaerobic tank, a plurality of backflow systems are needed, equipment is complex, energy consumption is high, a secondary sedimentation tank is needed to enable the sludge concentration to meet the backflow requirement, operation is complex, and cost is high.
In order to implement national guidelines on water pollution prevention and development and utilization, realize resource utilization of town sewage, and research and development of a novel sewage treatment and recycling system become problems to be solved urgently.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a sewage treatment recycling system aiming at the defects of low sewage treatment efficiency, high energy consumption, complex equipment, complex flow and the like in the prior art. The system has high sewage treatment efficiency, low energy consumption, simple and convenient operation and stable effect.
The utility model adopts the technical proposal that: a sewage treatment regeneration recycling system comprises a pretreatment water collecting tank, an anoxic tank, an anaerobic tank, an aerobic membrane tank and a disinfection tank which are connected in sequence; the anoxic tank and the anaerobic tank are both provided with a clapboard extending upwards from the bottom of the tank; an MBR membrane module is arranged in the aerobic membrane tank; the pretreatment water collecting tank is connected with a water inlet of the anoxic tank through a pump; the aerobic membrane tank is connected with the disinfection tank through a membrane suction pump; the bottom of the aerobic membrane tank is provided with a gas stripping return pipe which is connected to the water inlet of the anoxic tank through the gas stripping return pipe; the sewage treatment, regeneration and recycling system also comprises an air supply device, and the air supply device is respectively connected with the MBR membrane module and the air stripping return pipe through pipelines.
The utility model discloses before placing the anaerobism pond in the oxygen deficiency pond, improved traditional A2The problem of insufficient carbon source in the denitrification stage in the anaerobic-anoxic-aerobic sewage treatment process is solved, and the impact of the returned nitrate liquid on the anaerobic process is avoided; meanwhile, the sludge in the mixed liquid which flows back to the anoxic tank is subjected to a complete anaerobic phosphorus accumulation process, so that the nitrogen and phosphorus removal process conditions are improved, the nitrogen and phosphorus removal efficiency is improved, and the dosage of subsequent phosphorus removal agents is reduced.
The utility model discloses in, all set up the baffle in anaerobism pond and oxygen deficiency pond, adopt the mode of down flow space water distribution, optimized the water conservancy condition, rivers present the compound flow state that pushes away and flow and combine together completely in making the system, and then make the system possess good biosolid and hold back the ability, prolonged the flow path of rivers in the system greatly, improved the treatment effect.
Meanwhile, kinetic energy is generated through baffling of the partition plate, so that sewage which enters the anoxic tank after pretreatment and returned nitrate-state liquid containing sludge are fully mixed and stirred, better functions of microorganisms are facilitated, nitrogen and phosphorus removal and removal of other pollutants are carried out, the arrangement of stirring equipment is omitted, and power consumption is saved.
The utility model discloses in, set up the MBR membrane module in the good oxygen membrane cisterna, utilize the aeration that the membrane erodees to carry out aerobic reaction, saved the aeration equipment who sets up for good oxygen process specially, also practiced thrift the tolerance. The MBR membrane module is arranged in the aerobic membrane tank, so that the sludge concentration in the aerobic membrane tank is kept at about 10000mg/L, the concentration requirement of the returned sludge is met, and the sludge is not required to be accumulated in a sludge tank. Meanwhile, the sludge reflux and the nitrate liquid reflux can be combined into a whole, the same reflux system is used, an air stripping mode is adopted, and the sludge and the nitrate liquid reflux flow back to the anoxic tank, so that the concentration requirement of the anoxic process on dissolved oxygen is ensured, meanwhile, the arrangement of a reflux pump, a pipe valve pipeline and the like is also omitted, the power consumption is saved, and the cost is saved.
The use of MBR membrane component replaces the traditional A2The secondary sedimentation tank, the filter tank and the like in the/O sewage treatment process save the occupied space, shorten the process flow, reduce the control points in the system and improve the controllability of the system.
Preferably, in the present invention, the pretreatment water collecting tank can be pretreated by a sewage pretreatment method which is conventional in the art, such as a grating is arranged therein to separate suspended matters in the sewage so as not to cause damage to subsequent equipment, especially an MBR membrane module.
In the utility model, the air supply device is used for scouring and aerating the membrane in the MBR membrane component and providing air for air stripping backflow. The air supply device may be an air supply device conventionally used in the art, such as a blower.
Preferably, the horizontal width ratio of the up-flow area to the down-flow area of the anoxic tank and the anaerobic tank is 2-4: 1, and preferably 3.5: 1.
The utility model discloses can adopt the multiple spot to intake, automated control, equipment pump valve is automatic follows the program of settlement and opens and stop, realizes automatic intermittent operation, forms sustainable sewage treatment process, and it is more convenient to operate.
The utility model discloses still relate to the method that uses above-mentioned sewage treatment regeneration recycling system to carry out sewage treatment, loop through pending sewage preliminary treatment catch basin, oxygen deficiency pond, anaerobism pond, good oxygen membrane pond, disinfection pond are handled, can. The method specifically comprises the following steps:
(1) the sewage firstly flows into a pretreatment water collecting tank by gravity, and the pretreated sewage is lifted to a water distribution channel in an anoxic tank by the power of a lifting pump.
(2) The sewage enters the anoxic tank and the anaerobic tank in sequence after being uniformly distributed by the water distribution channel, and the denitrification process and the anaerobic phosphorus release process of the system are respectively carried out. And the anoxic tank and the anaerobic tank are both provided with a clapboard extending upwards from the tank bottom. The sludge concentration of the upflow zone in the anoxic tank is about 3500mg/L, and the sludge concentration of the upflow zone in the anaerobic tank is 3300 mg/L.
(3) The sewage flows through the anoxic tank and the anaerobic tank and then enters the aerobic membrane tank, the phosphorus accumulating bacteria mainly rely on PHB stored in the decomposers to obtain energy for self growth and propagation, and simultaneously, the excessive absorption of soluble phosphorus in the water is stored in the body in the form of polyphosphate, so that the aerobic phosphorus absorption process is completed, and simultaneously, carbon-containing organic matters in the sewage are further removed.
(4) The aerobic membrane tank is internally provided with an MBR membrane module, so that sludge with high phosphorus content is separated from water, and the effect of sludge-water separation and phosphorus removal is achieved. The air supply device is respectively connected with the MBR membrane module and the air stripping return pipe through pipelines and is used for flushing and aerating the membrane in the MBR membrane module and providing air power for air stripping return from the aerobic membrane tank to the anoxic tank. The sludge concentration in the aerobic membrane pool is kept at about 10000 mg/L.
(5) And pumping the effluent after biochemical treatment through a membrane pump to a subsequent disinfection tank for disinfection and then discharging the effluent after reaching the standard.
Preferably, in the sewage treatment method, the upward flow velocity of sewage in the anoxic tank and the anaerobic tank is 0.40-0.80 mm/s; preferably 0.50 mm/s. The downward flow velocity of the sewage in the anoxic tank and the anaerobic tank is 1.10-2.10 mm/s; preferably 1.70 mm/s.
The utility model discloses it is superior to "town sewage treatment plant pollutant discharge standard" (GB18918-2002) one-level A standard to go out water, satisfies reuse water index requirement, and the treatment effect is stable.
Has the advantages that: compared with the traditional process, the utility model has reasonable process parameter setting, shortens the residence time of the sewage in each link, and improves the treatment efficiency; the process is short, the structures are few, the controllability is strong, the management and control are simple and convenient, the occupied area is saved, and the construction cost is reduced; high automation degree, low operation cost, high effluent quality and stable treatment effect. The method comprises the following specific steps:
(1) the utility model discloses before arranging the anaerobism pond in with the oxygen deficiency pond, improved nitrogen and phosphorus removal process conditions, improved nitrogen and phosphorus removal efficiency, reduced follow-up dephosphorization medicament and put in dosage.
(2) The partition plates are arranged in the anaerobic tank and the anoxic tank, so that the water conservancy condition is optimized, the interception capability of biological solids is enhanced, and the treatment effect is improved; the baffle plate fully mixes the pretreated sewage and the returned nitrate liquid containing the sludge, so that the microorganisms can better play a role, stirring equipment is saved, and power consumption is reduced.
(3) The MBR membrane component is arranged in the aerobic membrane tank, and the aerobic reaction is carried out by utilizing the scouring aeration of the membrane, so that aeration equipment is saved, the air quantity is saved, and the energy consumption is reduced; the arrangement of the MBR membrane assembly enables the sludge concentration in the aerobic membrane tank to meet the reflux requirement, avoids the arrangement of a sludge tank, enables the sludge reflux and the nitrate liquid reflux to use the same reflux system, and solves the technical problem that the treatment result is determined by the particle settleability.
(4) The gas stripping mode is adopted, so that nitrate liquid containing sludge flows back to the anoxic tank, the arrangement of a reflux pump, a pipe valve pipeline and the like is omitted, the power consumption is saved, and the cost is saved.
Drawings
FIG. 1 is a schematic view of the sewage treatment, regeneration and recycling system of the present invention.
FIG. 2 is a schematic view of the process of the sewage treatment, regeneration and recycling system of the present invention.
FIG. 3 is a schematic view of a sewage treatment process of a conventional process.
Detailed Description
The technical solution of the present invention will be described in detail with reference to the accompanying drawings, but the scope of the present invention is not limited to the embodiments.
The sewage treatment, regeneration and reuse system shown in fig. 1 comprises a pretreatment water collecting tank 1, an anoxic tank 7, an anaerobic tank 11, an aerobic membrane tank 5 and a disinfection tank 10 which are connected in sequence; a grid 2 is arranged in the pretreatment water collecting tank 1; the anoxic tank 7 and the anaerobic tank 11 are both provided with a partition plate 4 extending upwards from the tank bottom; an MBR membrane module 6 is arranged in the aerobic membrane tank 5; the pretreatment water collecting tank 1 is connected with a water inlet of an anoxic tank 7 through a lifting pump 3; the aerobic membrane tank 5 is connected with a disinfection tank 10 through a membrane suction pump 9; the bottom of the aerobic membrane tank 5 is provided with a gas stripping return pipe 8, and the gas stripping return pipe 8 is connected to a water inlet of the anoxic tank 7; the sewage treatment, regeneration and recycling system further comprises an air blower, wherein the air blower is respectively connected with the MBR membrane module 6 and the air stripping return pipe 8 through pipelines and is used for flushing and aerating membranes in the MBR membrane module and providing air for air stripping return.
The utility model discloses an all set up the baffle 4 that upwards extends from the bottom of the pool in oxygen deficiency pond 7, the anaerobism pond 11, separate into a plurality of series reaction rooms with anaerobism district and anoxic zone, every reaction room all is the up-and-down flow formula sludge bed system of relative independence, and its advantage lies in:
(1) the system has good hydraulic flow state, so that the water flow in the system is in a composite flow state combining plug flow and complete mixed flow, thereby having high volume utilization rate and greatly improving the sewage treatment efficiency;
(2) the system has good biological solid interception capability, meets the growth of microorganisms in the system in different areas, and realizes the separation of biological phases to a certain extent, thereby achieving the purpose of improving the sewage treatment effect;
(3) greatly extending the flow path of the water in the system, thereby promoting adequate contact between the contaminated water and the microorganisms.
As shown in fig. 2 and 3, a sewage treatment method using the above sewage treatment recycling system specifically includes the following steps:
(1) the sewage firstly enters a pretreatment water collecting tank 1 by gravity flow, and is pretreated by a grating 2 of the water collecting tank 1 to intercept larger suspended matters or floating objects so as to reduce the subsequent treatment load and ensure the normal operation of the sewage. The pretreated sewage is lifted to a water distribution channel in an anoxic tank 7 by the power of a lifting pump 3.
(2) The sewage is distributed uniformly by the water distribution channel and then enters the anoxic tank 7 and the anaerobic tank 11 in sequence, and the denitrification process and the anaerobic phosphorus release process of the system are respectively carried out. The anoxic tank 7 and the anaerobic tank 11 are both provided with a clapboard 4 extending upwards from the tank bottom. The upward flow velocity of the sewage in the anoxic tank 7 and the anaerobic tank 11 is 0.40-0.80 mm/s; preferably 0.50 mm/s. The downward flow velocity of the sewage in the anoxic tank 7 and the anaerobic tank 11 is 1.10-2.10 mm/s; preferably 1.70 mm/s. The horizontal width ratio of the up-flow area to the down-flow area of the anoxic tank 7 and the anaerobic tank 11 is 2-4: 1, preferably 3.5: 1. The sludge concentration of the upstream area in the anoxic tank 7 is about 3500mg/L, and the sludge concentration of the upstream area in the anaerobic tank 11 is 3300 mg/L.
(3) The sewage flows through the anoxic tank 7 and the anaerobic tank 11 and then enters the aerobic membrane tank 5, the phosphorus accumulating bacteria mainly rely on PHB stored in a decomposer to obtain energy for self growth and propagation, meanwhile, soluble phosphorus in excess absorption water is stored in a body in a polyphosphate form, the aerobic phosphorus absorption process is completed, and carbon-containing organic matters in the sewage are further removed.
(4) The aerobic membrane tank 5 is internally provided with an MBR membrane module 6, so that sludge with high phosphorus content is separated from water, and the effect of sludge-water separation and phosphorus removal is achieved. The air blower is respectively connected with the MBR membrane module 6 and the air stripping return pipe 8 through pipelines and is used for flushing and aerating the membrane in the MBR membrane module and providing aerodynamic force for air stripping return from the aerobic membrane tank 5 to the anoxic tank 7. The sludge concentration in the aerobic membrane pool is kept at about 10000 mg/L.
(5) The effluent after biochemical treatment is discharged into a subsequent disinfection tank 10 through a membrane suction pump 9 for disinfection and then is discharged after reaching the standard.
The utility model is a sustainable sewage treatment process, combines the aerobic tank and the membrane biological reaction, and integrates the multipoint water inlet inversion type A2The advantages of the/O and MBR process (the inverted anaerobic tank is arranged in front of the anaerobic tank), the effects of dephosphorization and denitrification and the like are enhanced, the effluent quality is ensured to be superior to the first-class A standard of pollutant discharge Standard of urban Sewage treatment plant (GB18918-2002), and the requirement of reuse water standard is met. Meanwhile, the system adopts automatic control, the operation management and the equipment operation are simple and convenient, and the treatment effect is stable.
The utility model has the advantages of it is following:
(1) the process flow is more efficient, and the effluent quality is stable. The membrane separation process is used for replacing a secondary sedimentation tank in the traditional process, the technical problem that the treatment result is determined by particle settleability is solved, the constant filtration precision has strong adaptability to the quality of produced water and the change of the operation condition, the solid-liquid separation can be well realized, and the quality of the discharged water is ensured.
(2) The process parameters are more reasonable, and the retention time of the sewage in each treatment unit can be greatly shortened; due to the high-efficiency separation effect of the membrane, solid-liquid separation facilities such as precipitation, filtration and the like can be saved, and the concentration of suspended matters in the effluent is far lower than that of the traditional solid-liquid separation equipment, so that the whole process flow is simple, and the membrane is easy to combine, integrate and use land intensively.
(3) The management is simple and convenient, the automatic control degree is high, and the operation cost is low. The automatic intermittent operation can be realized, the equipment pump valve automatically follows the program to start and stop, the control such as water level automatic control, membrane pollution control, fault alarm and the like is arranged, the management and the operation are more convenient, and the long-term operation cost brought by dosing, disinfection and cleaning can be saved.
For typical domestic sewage quality (COD: 400mg/L, total nitrogen: 45mg/L), the sewage treatment regeneration and reuse system is used for treatment, different upstream flow rates, downstream flow rates and horizontal width ratios of an upstream area and a downstream area in the anoxic tank 7 and the anaerobic tank 11 are set, and the treatment effect data are measured as follows:
TABLE 1 influence of the ratio of the horizontal width of the upstream area to the horizontal width of the downstream area, and the flow velocity on the sewage treatment effect
As can be seen from the above table, under the condition that the horizontal width ratio of the upstream area to the downstream area is 2-4: 1, the upstream flow rate is 0.40-0.80 mm/s, and the downstream flow rate is about 1.10-2.10 mm/s, a better treatment effect can be realized. The optimal treatment effect can be realized under the conditions that the horizontal width ratio of the upstream flow area to the downstream flow area is 3.5:1, the upstream flow rate is 0.50mm/s, and the downstream flow rate is about 1.70mm/s, under the conditions, the sludge concentration is highest and uniform, the removal rate of COD is also highest, and the NO of the anoxic-anaerobic tail end effluent is highest3The N concentration is also kept to a minimum, and the reason for achieving the best treatment effect under this condition is as follows:
(1) the horizontal width ratio of the up-flow area to the down-flow area is 3.5:1, the ratio of the ascending flow velocity to the descending flow velocity can be controlled, and the sludge in the anoxic tank and the anaerobic tank is expanded and precipitated up and down in each compartment formed by the partition plates, so that the activated sludge and the sewage are mixed fully.
(2) The horizontal width ratio of the up-flow area to the down-flow area is 3.5:1, so that the water flow in the anoxic and anaerobic system can move horizontally at a slower speed, and the pollutant removal efficiency of microorganisms can reach the highest while the sufficient retention time is ensured.
(3) The horizontal width ratio of the up-flow area to the down-flow area is 3.5:1, the up-flow velocity is controlled to be 0.50mm/s, the down-flow velocity is controlled to be about 1.70mm/s, the velocity can not only enable microorganisms to be fully mixed with sewage, but also control the washing quantity of the microorganisms to be in a reasonable range, so that the sludge age of sludge in the reactor is increased, the denitrification is facilitated, and the denitrification effect is improved.
The sewage treatment conditions under the optimal treatment effect are compared with the data of the sewage treatment effect in the prior art, and the specific conditions are shown in the table 2:
TABLE 2 the sewage treatment, regeneration and reuse system of the utility model and the prior art compare data of sewage treatment effect
By last contrast, adopt the utility model discloses a sewage treatment regeneration recycling system not only can the energy saving input, still can save equipment place and medicine input volume, greatly reduced manufacturing cost, improved the benefit. The utility model discloses a sewage treatment regeneration recycling system area is little, and the energy consumption is few, and water quality standard reaching rate is high after sewage treatment, has better market value.
As mentioned above, although the present invention has been shown and described with reference to certain preferred embodiments, it should not be construed as limiting the invention itself. Various changes in form and detail may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (5)
1. The utility model provides a sewage treatment regeneration recycling system which characterized in that: comprises a pretreatment water collecting tank, an anoxic tank, an anaerobic tank, an aerobic membrane tank and a disinfection tank which are connected in sequence; the anoxic tank and the anaerobic tank are both provided with a clapboard extending upwards from the bottom of the tank; an MBR membrane module is arranged in the aerobic membrane tank; the pretreatment water collecting tank is connected with a water inlet of the anoxic tank through a pump; the aerobic membrane tank is connected with the disinfection tank through a membrane suction pump; the bottom of the aerobic membrane tank is provided with a gas stripping return pipe which is connected to the water inlet of the anoxic tank through the gas stripping return pipe; the sewage treatment, regeneration and recycling system also comprises an air supply device, and the air supply device is respectively connected with the MBR membrane module and the air stripping return pipe through pipelines.
2. The sewage treatment, regeneration and reuse system according to claim 1, characterized in that: and a grid is arranged in the pretreatment water collecting tank.
3. The sewage treatment, regeneration and reuse system according to claim 1, characterized in that: the horizontal width ratio of the up-flow area to the down-flow area of the anoxic tank and the anaerobic tank is 2-4: 1.
4. The sewage treatment, regeneration and reuse system according to claim 3, characterized in that: the horizontal width ratio of the up-flow area to the down-flow area of the anoxic tank and the anaerobic tank is 3.5: 1.
5. The sewage treatment, regeneration and reuse system according to claim 1, characterized in that: the air supply device is a blower.
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|---|---|---|---|
| CN202020022779.8U CN211570413U (en) | 2020-01-07 | 2020-01-07 | Sewage treatment regeneration recycling system |
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| CN202020022779.8U CN211570413U (en) | 2020-01-07 | 2020-01-07 | Sewage treatment regeneration recycling system |
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