Intelligent sewage purification device and purification method

Abstract

The invention provides an intelligent sewage purification device and a purification method, and belongs to the technical field of urban sewage, industrial muddy water and oily wastewater treatment.The device comprises a control system, a body, an up-flow type reaction condensation area, a settling area, a water inlet pipe, a coagulant adding pipe, a liquid medicine distributor and a diversion trench, the up-flow type reaction condensation area is arranged in the center of the body, and the settling area is arranged in the body; the inner wall of the body and the outer wall of the up-flow reaction condensation area are sedimentation areas, a water inlet pipe is communicated with the up-flow reaction condensation area, and a pipeline mixer arranged on the water inlet pipe is communicated with a coagulant feeding pipe; the diversion trench is arranged at the periphery of the up-flow reaction coagulation zone; the up-flow reaction coagulation zone is communicated with the liquid medicine distributor through a flocculant feeding pipe, and the control system is in electric signal connection with the liquid medicine distributor. The device integrates mixing, flocculation and precipitation, is wide in application range, compact in structure, small in occupied area, good in flocculation effect, high in separation speed, high in water yield and stable in effluent quality, and realizes intelligent operation.

Description

Technical Field

[0001] The invention belongs to the technical field of urban sewage, industrial turbid water and oily wastewater treatment, and specifically relates to an intelligent sewage purification device and a purification method. Background Art

[0002] At present, sewage treatment generally adopts natural purification including horizontal flow sedimentation, vertical flow sedimentation, radiation sedimentation, cyclone sedimentation and pressure purification equipment.

[0003] Existing sedimentation purification devices and facilities have the problems of small application range, uneven flow, sludge accumulation in the reaction zone, unstable effluent quality, and difficulty in sludge discharge.

[0004] After searching, the existing patent (Announcement No.: CN109179780A) discloses a high-efficiency purification equipment for sewage treatment, including a cylinder and an inlet pipe connected to the cylinder, a dosing pipe, a central reaction cylinder, an inclined plate area and an outlet pipe. The central reaction cylinder and the inclined plate area are arranged in the cylinder, and a water inlet pump is arranged on the inlet pipe, and a dosing pump is arranged on the dosing pipe. The inlet pipe is connected to the central reaction cylinder, and the dosing pipe is connected between the inlet pipe and the central reaction cylinder. The upper part of the central reaction cylinder is the outlet on the cylinder, and the water coming out of the central reaction cylinder enters the inclined plate area, which is connected to the lower part of the outlet. A mud collecting pipe extending downward is arranged below the inclined plate area, and the outlet part of the bottom end of the mud collecting pipe corresponds to the inlet of the return pipe, and the outlet of the return pipe is connected to the downstream pipeline of the dosing pipe. The purification equipment is a water purification equipment based on multi-agent combination and mud self-circulation partitioning, which has the characteristics of high purification efficiency and low operating cost, and has a good purification effect on high turbidity, high concentration wastewater, black and smelly water bodies and initial rainwater. This invention cannot solve the above problems. Summary of the invention

[0005] In order to overcome the problems of small application range, uneven flow, sludge accumulation in the reaction zone, unstable effluent quality and difficulty in sludge discharge in existing devices, the present invention provides an intelligent sewage purification device, which has a wide application range, compact structure, small footprint, good flocculation effect, fast separation speed, high water production and stable effluent quality.

[0006] The technical solution adopted by the present invention is: An intelligent sewage purification device comprises a control system, a body, an upflow reaction and condensation zone, a sedimentation zone, a water inlet pipe, a coagulant dosing pipe, a liquid medicine distributor and a guide trough, wherein the upflow reaction and condensation zone is arranged at the center of the body, the inner wall of the body and the outer wall of the upflow reaction and condensation zone are the sedimentation zone, the water inlet pipe is connected with the upflow reaction and condensation zone, a pipeline mixer is arranged on the pipe section of the water inlet pipe, and the pipeline mixer is connected with the coagulant dosing pipe; the guide trough is arranged around the upflow reaction and condensation zone; the upflow reaction and condensation zone is connected with the liquid medicine distributor through the flocculant dosing pipe; the control system is electrically connected with the liquid medicine distributor.

[0007] The upper part of the upflow reaction condensation zone is a square condensation zone, and the square body is filled with micro-vortex flocculation balls. The middle of the upflow reaction condensation zone is a water distribution hole partition, and the water distribution hole partition is provided with water distribution holes; the lower part of the upflow reaction condensation zone is a truncated cone-shaped reaction zone with a larger upper part and a smaller lower part; a guide plate is provided in the middle and upper part of the truncated cone-shaped reaction zone, and a mud hopper is located in the lower part of the truncated cone-shaped reaction zone. The mud hopper is connected to a mud discharge pipe through a mud discharge outlet provided at the lower end, and a mud control valve is provided on the mud discharge pipe.

[0008] The guide groove is a cubic structure, connected to the outer wall of the upflow reaction condensation zone on all sides, and a baffle is provided on the guide groove, and the baffle is connected to the periphery of the bottom of the guide groove.

[0009] The precipitation zone comprises a clear water zone, a filler zone and a concentration zone which are arranged in sequence from top to bottom.

[0010] The clean water zone is the area between the inner wall of the body and the guide groove. An overflow weir drainage groove is provided at the upper end of the clean water zone. The overflow weir drainage groove is connected to the inner wall of the body around. A water collecting groove is provided on the outer wall of the body. One end of the water collecting groove is connected to the overflow weir drainage groove, and the other end is connected to the outlet pipe through a siphon outlet.

[0011] The overflow weir drainage trough is a triangular overflow weir drainage trough.

[0012] The filler area comprises a support frame and an inclined plate filler, one end of the support frame is connected to the inner wall of the body, and the other end is connected to the guide groove, and the inclined plate filler is installed on the support frame.

[0013] The concentration zone includes a sludge storage hopper, a sludge return pipe, an air stripping device, a sludge discharge outlet, a sludge discharge pipe and a sludge control valve. There are two sludge storage hoppers, which are arranged in an inverted trapezoidal shape on both sides of the upflow reaction condensation zone; each of the sludge storage hoppers is provided with a sludge return pipe suction port, an air stripping device, a compressed air pipe and a sludge return pipe, one end of the gas device is connected to the sludge return pipe suction port, and the other end is connected to the sludge return pipe, the compressed air pipe is connected to the air stripping device, and the sludge return pipe is connected to the upflow reaction condensation zone; the lower end of the sludge storage hopper is provided with a sludge discharge outlet, the sludge discharge outlet is connected to the sludge discharge pipe, and the sludge control valve is arranged on the sludge discharge pipe; a manhole is opened on the sludge storage hopper.

[0014] The sludge discharge pipe is provided with a purge air pipe, the purge air pipe is provided with a purge pipe control valve, and the connection point between the purge air pipe and the sludge discharge pipe is located at the front end of the sludge control valve.

[0015] An intelligent sewage purification method, the specific steps are: The sewage from the users is mixed with the coagulant added through the coagulant dosing pipe in the pipeline mixer through the water inlet pipe, and then flows into the upflow reaction coagulation zone in a tangential direction, rises to the upper coagulation zone through the cyclone reaction, and fully reacts with the return sludge from the concentration zone in the coagulation zone; under the action of the micro-vortex flocculation balls in the coagulation zone, they collide and adsorb with each other to form large suspended particles, which are evenly distributed through the baffle of the guide trough and flow into the sedimentation zone for rapid separation; the reaction zone at the bottom of the upflow reaction coagulation zone produces mud which sinks into the mud bucket and is discharged through the mud discharge pipe.

[0016] Beneficial effects of the present invention: The present invention is provided with an air compression pipe, which uses air source as kinetic energy, replaces the mud lifting pump and the water suction well, is simple to operate, flexible and convenient, can adjust the air flow to adjust the mud return flow, and achieves the goal of high-efficiency and low-consumption wastewater treatment.

[0017] In the present invention, after the coagulant added from outside is mixed with the user's water, it rises to the coagulation zone through the cyclone reaction, and then reacts with the return sludge and the micro-vortex flocculation balls in the coagulation zone. Under the action of the micro-vortex flocculation balls, the flocculation capacity is enhanced, the reaction time is shortened, the water production is increased, and the effluent water quality is stabilized. The sludge return effect in the present invention makes the residual agent in the sludge fully utilized, which saves the agent and improves the effluent water quality.

[0018] The present invention is provided with a siphon outlet, which produces a siphon outlet effect, and utilizes the siphon principle to effectively block air from entering the outlet pipe, thereby solving the problem of water sump backlog and outlet pipe blockage caused by air resistance generated by original gravity drainage.

[0019] In the present invention, the single grid of the inverted trapezoidal mud storage hopper in the concentration zone is optimized into two grids, equipped with two mud discharge ports, and a purge air pipe is added in front of the mud control valve to reduce the single grid mud storage volume, improve the sludge flowability, and solve the problem of mud discharge pipe blockage.

[0020] The present invention is a process integrating mixing, flocculation and sedimentation, with compact structure, small footprint, slurry reflux, saving of reagents, enhanced flocculation effect, accelerated separation speed, increased water production and reduced equipment investment.

[0021] The non-powered energy-saving device of the present invention utilizes the kinetic energy of the incoming water to perform swirl stirring, replacing mechanical stirring, strengthening the flocculation effect, and saving reagents. The present invention is provided with an air compression pipe, utilizing the air source as kinetic energy, replacing the mud lifting pump and the water absorption well, and is simple to operate, flexible and convenient, and can adjust the air flow to adjust the size of the mud return flow, thereby achieving the goal of high-efficiency and low-consumption wastewater treatment. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 It is a schematic diagram of the elevation structure of the device of the present invention.

[0023] Figure 2 It is a schematic diagram of the top-level planar structure of the device of the present invention.

[0024] Figure 3 It is a schematic diagram of the bottom-layer planar structure of the device of the present invention.

[0025] The present invention will be further described in detail below with reference to the accompanying drawings.

[0026] In the figure, the reference numerals are: 1. Main body; 2. Water inlet pipe; 3. Pipe mixer; 4. Coagulant dosing pipe; 5. Upflow reaction coagulation zone; 6. Diversion trough; 7. Filling zone; 8. Clean water zone; 9. Water collecting tank; 10. Concentration zone; 11. Purge air pipe; 12. Manhole; 5-1, water distribution port baffle; 5-2, water distribution port; 5-3, micro-vortex flocculation ball; 5-4, guide plate; 5-5 mud bucket; 5-6, mud discharge port; 5-7, mud discharge pipe; 5-8, mud control valve; 5-9, flocculant dosing pipe; 5-10, liquid medicine distributor; 6-1, spoiler; 7-1, support frame; 7-2, inclined plate filler; 8-1, overflow weir drainage trough; 9-1, siphon water outlet; 9-2, water outlet pipe; 10-1, sludge storage hopper; 10-2, sludge return pipe suction port; 10-3, air lift device; 10-4, compressed air pipe; 10-5, sludge return pipe; 10-6, sludge discharge port; 10-7, sludge discharge pipe; 10-8, sludge control valve; 11-1. Purge pipe control valve. DETAILED DESCRIPTION

[0027] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0028] Various structural schematic diagrams of the embodiments disclosed in the present invention are shown in the accompanying drawings. These figures are not drawn to scale, and some details are magnified and some details may be omitted for the purpose of clear expression. The shapes of various regions and layers shown in the figures and the relative sizes and positional relationships therebetween are only exemplary, and may deviate in practice due to manufacturing tolerances or technical limitations, and those skilled in the art may additionally design regions / layers with different shapes, sizes, and relative positions according to actual needs.

[0029] Embodiment 1: In order to overcome the problems of the existing device, such as small application range, uneven flow, mud accumulation in the reaction zone, unstable effluent quality and difficulty in mud discharge, the present invention provides a Figure 1-Figure 3 The intelligent sewage purification device shown in the figure has a wide range of applications, a compact structure, a small footprint, good flocculation effect, a fast separation speed, a high water output and stable effluent quality.

[0030] An intelligent sewage purification device comprises a control system, a main body 1, an upflow reaction condensation zone 5, a sedimentation zone, a water inlet pipe 2, a coagulant dosing pipe 4, a liquid medicine distributor 5-10 and a guide groove 6, wherein the upflow reaction condensation zone 5 is arranged at the center of the main body 1, the inner wall of the main body and the outer wall area of ​​the upflow reaction condensation zone 5 are the sedimentation zone, the water inlet pipe 2 is connected with the upflow reaction condensation zone 5, a pipeline mixer 3 is provided on the pipe section of the water inlet pipe 2, and the pipeline mixer 3 is connected with the coagulant dosing pipe 4; the guide groove 6 is arranged around the upflow reaction condensation zone 5; the upflow reaction condensation zone 5 is connected with the liquid medicine distributor 5-10 through the flocculant dosing pipe 5-9; the control system is electrically connected with the liquid medicine distributor 5-10.

[0031] like Figure 1 As shown, in the present invention, the upper part of the body 1 is a square steel structure, the lower part is an inverted trapezoidal steel structure, the center is the upflow reaction condensation zone 5, and the area between the outer wall of the upflow reaction condensation zone 5 and the inner wall of the body 1 is the precipitation zone. Supports are provided at both ends of the body 1, and a foundation is provided at the lower part, and the foundation and support are both reinforced concrete structures.

[0032] The control system in the present invention is prior art and will not be further described in the present invention.

[0033] The working principle of the present invention is: The dirty water from the user flows into the upflow reaction coagulation zone 5 in a tangential direction after being mixed with the coagulant through the water inlet pipe 2, rises to the coagulation zone through the cyclone reaction, and the coagulant is added through the coagulant dosing pipe 4 to react with the return sludge in the coagulation zone. Under the action of the micro-vortex flocculation balls 5-3 in the coagulation zone, the suspended matter in the water adsorbs and collides with each other to form large particles of coagulants, and then flows into the guide groove 6 and is evenly distributed in the filler zone 7. Under the action of the inclined plate filler 7-1, the flocculent precipitates formed in the water are effectively separated. After separation, the sludge sinks in the sludge storage hopper 10-1 of the concentration zone 10, and part of the sludge is discharged through the sludge discharge pipe 10-7, and part of the sludge is lifted to the upflow reaction coagulation zone 5 through the sludge return pipe 10-5 and the air stripping device 10-3. After separation, the clean water rises to the clean water zone 8, converges to the water collection tank 9 through the triangular overflow weir drainage trough 8-1, and is discharged to the next treatment process through the siphon outlet 9-1.

[0034] In the present invention, after the external coagulant is mixed with the user's water, it rises to the coagulation zone through the cyclone reaction, and then reacts with the return sludge and the micro-vortex flocculation balls in the coagulation zone. Under the action of the micro-vortex flocculation balls, the flocculation ability is enhanced, the reaction time is shortened, the water output is increased, and the effluent water quality is stabilized.

[0035] Embodiment 2: Based on Example 1, in this embodiment, preferably, the upper part of the upflow reaction condensation zone 5 is a square condensation zone, the square body is filled with micro-vortex flocculation balls 5-3, the middle of the upflow reaction condensation zone 5 is a water distribution hole partition 5-1, and the water distribution hole partition 5-1 is provided with a water distribution hole 5-2; the lower part of the upflow reaction condensation zone 5 is a truncated cone-shaped reaction zone with a larger upper part and a smaller lower part; a guide plate 5-4 is provided in the middle and upper part of the truncated cone-shaped reaction zone, and a mud hopper 5-5 is located in the lower part of the truncated cone-shaped reaction zone, and the mud hopper 5-5 is connected to a mud discharge pipe 5-7 through a mud discharge outlet 5-6 provided at the lower end, and a mud control valve 5-8 is provided on the mud discharge pipe 5-7.

[0036] In the present invention, the mud control valves 5-8 are connected to the control system via electrical signals.

[0037] Preferably, the guide groove 6 is a cubic structure, connected to the outer wall of the upflow reaction condensation zone 5 on all sides, and a baffle 6 - 1 is provided on the guide groove 6 , and the baffle 6 - 1 is connected to the bottom periphery of the guide groove 6 .

[0038] Preferably, the sedimentation zone includes a clear water zone 8, a filler zone 7 and a concentration zone 10 which are arranged in sequence from top to bottom.

[0039] Preferably, the clean water zone 8 is the area between the inner wall of the main body 1 and the guide groove 6, and an overflow weir drainage groove 8-1 is provided at the upper end of the clean water zone. The overflow weir drainage groove 8-1 is connected around the inner wall of the main body 1, and a water collecting groove 9 is provided on the outer wall of the main body 1. One end of the water collecting groove 9 is connected to the overflow weir drainage groove 8-1, and the other end is connected to the outlet pipe 9-2 through the siphon outlet 9-1.

[0040] In the present invention, Figure 3 As shown, one end of the siphon drain outlet 9-1 is connected to the water collecting tank 9, and the other end is connected to the water outlet pipe 9-2.

[0041] Preferably, the overflow weir drainage trough 8-1 is a triangular overflow weir drainage trough.

[0042] Preferably, the filler area 7 includes a support frame 7-1 and an inclined plate filler 7-2, one end of the support frame 7-1 is connected to the inner wall of the body 1, and the other end is connected to the guide groove 6, and the inclined plate filler 7-2 is installed on the support frame 7-1.

[0043] Preferably, the concentration zone 10 comprises a sludge storage hopper 10-1, a sludge return pipe 10-5, a gas stripping device 10-3, a sludge discharge port 10-6, a sludge discharge pipe 10-7 and a sludge control valve 10-8. The sludge storage hoppers 10-1 are two and are arranged in an inverted trapezoidal shape on both sides of the upflow reaction condensation zone 5; each of the sludge storage hoppers 10-1 is provided with a sludge return pipe suction port 10-2, a gas stripping device 10-3, a compressed air pipe 10-4 and a sludge return pipe 10-5, and the gas device 10- One end of the sludge storage hopper 10-1 is connected to the sludge return pipe suction port 10-2, and the other end is connected to the sludge return pipe 10-5. The compressed air pipe 10-4 is connected to the air stripping device 10-3. The sludge return pipe 10-5 is connected to the upflow reaction condensation zone 5. The lower end of the sludge storage hopper 10-1 is provided with a sludge discharge port 10-6, and the sludge discharge port 10-6 is connected to the sludge discharge pipe 10-7. The sludge control valve 10-8 is arranged on the sludge discharge pipe 10-7. A manhole 12 is provided on the sludge storage hopper 10-1.

[0044] In the present invention, the air stripping device 10-3 is a prior art, and is preferably an air stripping pump, which will not be further described in the present invention. In the present invention, the air stripping device 10-3 and the sludge control valve 10-8 are both connected to the control system by electrical signals.

[0045] The present invention is provided with an air compression pipe 10-4, which utilizes the air source as kinetic energy, replacing the mud lifting pump and the water suction well. The operation is simple, flexible and convenient, and the air flow rate can be adjusted to adjust the mud return flow rate, thereby achieving the goal of high-efficiency and low-consumption wastewater treatment.

[0046] Preferably, the sludge discharge pipe 10-7 is provided with a purge air pipe 11, the purge air pipe 11 is provided with a purge pipe control valve 11-1, and the connection point between the purge air pipe 11 and the sludge discharge pipe 10-7 is located at the front end of the sludge control valve 10-8.

[0047] In the present invention, in order to facilitate the purge of sludge in the sludge storage hopper 10-1 and the sludge discharge pipe 10-7, adjust and improve the sludge fluidity, and prevent the sludge pipeline from being blocked, a purge air pipe 11 and a purge pipe control valve 11-1 are provided before the sludge control valve 10-8. The purge pipe control valve 11-1 is connected to the control system by electrical signals.

[0048] like Figure 2 As shown, in the present invention, a manhole 12 is provided on the mud storage bucket 10-1 to facilitate maintenance and cleaning of the mud in the mud storage bucket 10-1.

[0049] In the present invention, the water inlet pipe 2 is communicated with the upflow reaction condensation zone 5 , a pipeline mixer 3 is arranged on the water inlet pipe 2 , and the pipeline mixer 3 is communicated with the coagulant dosing pipe 4 . The mixed water from the user sewage passes through the water inlet pipe 2, and after the coagulant is added, it flows into the upflow reaction coagulation zone 5 in a tangential direction. The kinetic energy of the inlet water is used for swirling stirring and mixing reaction to quickly form alum floccules. The water that is not suitable for precipitation rises to the coagulation zone through the water distribution port baffle 5-1. The generated mud settles in the mud bucket 5-5 and is discharged through the mud discharge pipe 5-7. The mixed water that rises to the coagulation zone reacts with the return sludge and the added flocculant (micro-vortex flocculation ball 5-3). Under the action of the micro-vortex flocculation ball 5-3, they are adsorbed by each other to form large suspended particles that overflow into the guide groove 6, and flow evenly into the filler area 7 through the baffle plate 6-1 for rapid separation. In order to prevent the mud bucket 5-5 and the mud discharge pipe from being blocked, a purge air pipe 11 is provided in front of the mud control valve 5-8.

[0050] In the present invention, the coagulant, sewage, and return sludge from the concentration zone 10 added by the pipeline mixer 3 are mixed and reacted under the action of the micro-vortex flocculation balls 5-3 in the coagulation zone, and the coagulated water forms large suspended particles and flows evenly into the packing zone 7 through the baffle 6-1 of the guide groove 6. The packing zone 7 is equipped with an inclined plate packing 7-1. According to the shallow sedimentation theory of the inclined plate, the clear and turbid water is quickly separated, and the clear water rises to the clear water zone 8 and flows into the water collection tank 9 through the triangular overflow weir drainage trough 8-1, and is discharged through the siphon outlet 9-1. The mud sinks to the mud storage hopper 10-1 of the concentration zone 10, and part of the sludge is lifted and returned to the upflow reaction coagulation zone 5 through the air lift device 10-3, and part of it is discharged through the sludge discharge port 1-6. In the present invention, the packing zone 7 is preferably an inclined plate or inclined tube packing. A plurality of inclined plates or inclined tubes are filled into the packing zone 7.

[0051] In the present invention, the upper part of the main body 1 is a square structure, and the upper part adopts a square structure. The inclined plates in the inclined plate sedimentation area have uniform specifications and are easy to install. The device adopts double bucket mud discharge. To facilitate mud discharge, the mud buckets 5-5 on both sides adopt an inverted ladder structure, and the mud discharge at the lower part of the upflow reaction condensation zone 5 adopts an inverted truncated table structure. The lower half of the device presents an inverted trapezoidal structure as a whole.

[0052] In the present invention, after the coagulant added from outside is mixed with the user's water, it rises to the coagulation zone through the cyclone reaction, and then reacts with the return sludge and the micro-vortex flocculation balls in the coagulation zone. Under the action of the micro-vortex flocculation balls, the flocculation ability is enhanced, the reaction time is shortened, the water production is increased, and the effluent water quality is stabilized. The sludge return effect in the present invention allows the reagents remaining in the sludge to be fully utilized, which saves the reagents and improves the effluent water quality. In the present invention, a siphon outlet 9-1 is set to produce a siphon outlet effect, and the siphon principle is used to effectively block the air from entering the outlet pipe 9-2, solving the problem of water collection tank backlogging and outlet pipe blockage caused by air resistance caused by the original gravity drainage. The single grid of the inverted trapezoidal mud storage hopper 10-1 in the concentration area 10 is optimized to two grids, equipped with two mud discharge ports, and a purge air pipe 11 is added before the mud control valve 10-8 to reduce the single grid mud storage volume, improve the sludge flowability, and solve the mud discharge pipe blockage problem.

[0053] The present invention is a process integrating mixing, flocculation and sedimentation, with compact structure, small footprint, slurry reflux, saving of reagents, enhanced flocculation effect, accelerated separation speed, increased water production and reduced equipment investment.

[0054] The non-powered energy-saving device of the present invention utilizes the kinetic energy of the incoming water to perform swirl stirring, replacing mechanical stirring, strengthening the flocculation effect, and saving reagents. The present invention is provided with an air compression pipe 10-4, utilizing the air source as kinetic energy, replacing the mud lifting pump and the water absorption well, and is simple to operate, flexible and convenient, and can adjust the air flow to adjust the size of the mud return flow, thereby achieving the goal of high-efficiency and low-consumption wastewater treatment.

[0055] Embodiment 3: Based on Example 1 or 2, this embodiment provides an intelligent sewage purification method, and the specific steps are as follows: The sewage from the user is mixed with the coagulant added through the coagulant dosing pipe 4 in the pipeline mixer 3 through the water inlet pipe 2, and then flows into the upflow reaction coagulation zone 5 in a tangential direction, rises to the upper coagulation zone through the cyclone reaction, and fully reacts with the return sludge from the concentration zone 10 in the coagulation zone; under the action of the micro-vortex flocculation balls 5-3 in the coagulation zone, they collide and adsorb with each other to form large suspended particles, which are evenly distributed through the baffle 6-1 of the guide groove 6 and flow into the sedimentation zone for rapid separation; the reaction zone at the bottom of the upflow reaction coagulation zone 5 produces mud which sinks into the mud bucket 5-5 and is discharged through the mud discharge pipe 5-7.

[0056] In the present invention, the sludge water formed by the reaction and condensation in the upflow condensation zone 5 is evenly distributed in the inclined plate filling zone 7 through the guide groove 6. According to the inclined plate shallow sedimentation theory, the water rises along the inclined plate (or inclined pipe) to the clear water zone 8, and converges to the water collecting tank 9 through the triangular overflow weir drainage groove 8-1, and flows into the next treatment process through the siphon outlet 9-1 and the outlet pipe 9-2. The separated sludge slides down to the trapezoidal sludge storage hopper 10-1 in the concentration zone 10 under the action of gravity, and part of the sludge is lifted by the air stripping device 10-3 through the sludge return pipe suction port 10-2, and refluxed to the upflow reaction condensation zone 5 through the sludge return pipe 10-5 to participate in the reaction, and part of the sludge is discharged through the sludge discharge outlet 10-6 and the sludge discharge pipe 10-7.

[0057] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0058] It should also be understood that the terms used in the present specification are only for the purpose of describing specific embodiments and are not intended to limit the present invention. As used in the present specification and the appended claims, unless the context clearly indicates otherwise, the singular forms "a", "an" and "the" are intended to include plural forms.

[0059] The above examples are merely illustrative of the present invention and do not constitute a limitation on the protection scope of the present invention. Any design that is the same or similar to the present invention belongs to the protection scope of the present invention. The device structures and method steps not described in detail in the present invention are all prior art and will not be further described in the present invention.

Claims

1. An intelligent sewage purification device, characterized in that: The invention comprises a control system, a body (1), an upflow reaction condensation zone (5), a sedimentation zone, a water inlet pipe (2), a coagulant dosing pipe (4), a liquid medicine distributor (5-10) and a guide groove (6), wherein the upflow reaction condensation zone (5) is arranged at the center of the body (1), the inner wall of the body and the outer wall of the upflow reaction condensation zone (5) are the sedimentation zone, the water inlet pipe (2) is connected to the upflow reaction condensation zone (5), a pipe section of the water inlet pipe (2) is provided with a pipeline mixer (3), and the pipeline mixer (3) is connected to the coagulant dosing pipe (4); the guide groove (6) is arranged around the upflow reaction condensation zone (5); the upflow reaction condensation zone (5) is connected to the liquid medicine distributor (5-10) through the flocculant dosing pipe (5-9); and the control system is electrically connected to the liquid medicine distributor (5-10).

2. The intelligent sewage purification device according to claim 1, characterized in that: The upper part of the upflow reaction condensation zone (5) is a square condensation zone, and the square body is filled with micro-vortex flocculation balls (5-3). The middle of the upflow reaction condensation zone (5) is a water distribution hole partition (5-1), and the water distribution hole partition (5-1) is provided with a water distribution hole (5-2); the lower part of the upflow reaction condensation zone (5) is a truncated cone-shaped reaction zone with a larger upper part and a smaller lower part; a guide plate (5-4) is provided in the middle and upper part of the truncated cone-shaped reaction zone, and a mud hopper (5-5) is located in the lower part of the truncated cone-shaped reaction zone. The mud hopper (5-5) is connected to a mud discharge pipe (5-7) through a mud discharge port (5-6) provided at the lower end, and a mud control valve (5-8) is provided on the mud discharge pipe (5-7).

3. The intelligent sewage purification device according to claim 1 is characterized in that: The guide groove (6) is a cubic structure, connected to the outer wall of the upflow reaction condensation zone (5) on all sides, and a baffle (6-1) is provided on the guide groove (6), and the baffle (6-1) is connected to the bottom periphery of the guide groove (6).

4. The intelligent sewage purification device according to claim 1 is characterized in that: The sedimentation zone comprises a clear water zone (8), a filler zone (7) and a concentration zone (10) which are arranged in sequence from top to bottom.

5. The intelligent sewage purification device according to claim 4 is characterized in that: The clean water area (8) is the area between the inner wall of the main body (1) and the guide groove (6). An overflow weir drainage groove (8-1) is provided at the upper end of the clean water area. The overflow weir drainage groove (8-1) is connected to the inner wall of the main body (1) on all sides. A water collecting groove (9) is provided on the outer wall of the main body (1). One end of the water collecting groove (9) is connected to the overflow weir drainage groove (8-1), and the other end is connected to a water outlet pipe (9-2) through a siphon outlet (9-1).

6. The intelligent sewage purification device according to claim 5, characterized in that: The overflow weir drainage trough (8-1) is a triangular overflow weir drainage trough.

7. The intelligent sewage purification device according to claim 4, characterized in that: The filler area (7) comprises a support frame (7-1) and an inclined plate filler (7-2); one end of the support frame (7-1) is connected to the inner wall of the body (1), and the other end is connected to the guide groove (6); the inclined plate filler (7-2) is installed on the support frame (7-1).

8. The intelligent sewage purification device according to claim 4 is characterized in that: The concentration zone (10) comprises a sludge storage hopper (10-1), a sludge return pipe (10-5), a gas stripping device (10-3), a sludge discharge port (10-6), a sludge discharge pipe (10-7) and a sludge control valve (10-8). The sludge storage hoppers (10-1) are two and are arranged in an inverted trapezoidal shape on both sides of the upflow reaction condensation zone (5). Each of the sludge storage hoppers (10-1) is provided with a sludge return pipe suction port (10-2), a gas stripping device (10-3), a compressed air pipe (10-4) and a sludge return pipe (10-5). The gas stripping device (10-3) One end is connected to the sludge return pipe suction port (10-2), and the other end is connected to the sludge return pipe (10-5); the compressed air pipe (10-4) is connected to the air lift device (10-3); the sludge return pipe (10-5) is connected to the upflow reaction condensation zone (5); the lower end of the sludge storage hopper (10-1) is provided with a sludge discharge port (10-6); the sludge discharge port (10-6) is connected to the sludge discharge pipe (10-7); the sludge control valve (10-8) is provided on the sludge discharge pipe (10-7); and a manhole (12) is provided on the sludge storage hopper (10-1).

9. The intelligent sewage purification device according to claim 8, characterized in that: The sludge discharge pipe (10-7) is provided with a purge air pipe (11), and the purge air pipe (11) is provided with a purge pipe control valve (11-1). The connection point between the purge air pipe (11) and the sludge discharge pipe (10-7) is located at the front end of the sludge control valve (10-8).

10. The purification method according to any one of claims 1 to 9, characterized in that: The specific steps are: Sewage from users is mixed with a coagulant added through a coagulant dosing pipe (4) in a pipeline mixer (3) through a water inlet pipe (2), and then flows into an upflow reaction coagulation zone (5) in a tangential direction, and rises to an upper coagulation zone through a cyclonic reaction, and fully reacts with return sludge from a concentration zone (10) in the coagulation zone; under the action of micro-vortex flocculation balls (5-3) in the coagulation zone, they collide and adsorb each other to form large suspended particles, which are evenly distributed through a baffle (6-1) of a guide trough (6) and flow into a sedimentation zone for rapid separation; mud is generated in a reaction zone at the lower part of the upflow reaction coagulation zone (5) and sinks into a mud bucket (5-5) and is discharged through a mud discharge pipe (5-7).

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