Treatment equipment for rain and sewage diversion in phosphorite area and penetrating fluid in ardealite stock area

Abstract

The invention discloses treatment equipment for rain and sewage diversion in a phosphorite area and penetrating fluid in an ardealite stock area, which comprises a main transmission pipe, a setting box I, a rain water discharge pipe, a diversion transmission pipe, a sewage discharge pipe and a setting box II, and the setting box I is arranged on the left side, close to the middle section, of the main transmission pipe; a rainwater discharging pipe is arranged at the rear end of the main conveying pipe and connected with the main conveying pipe in a welded mode, a flow dividing conveying pipe is arranged on the right side, close to the middle section, of the main conveying pipe and connected with the main conveying pipe through a flange, and a sewage discharging pipe is arranged at the right end of the flow dividing conveying pipe and connected with the flow dividing conveying pipe through a flange. A second arrangement box is arranged on the right side, close to the middle section, of the flow dividing conveying pipe, and a flow dividing and guiding pump machine is arranged at the position, close to the middle end, of the flow dividing conveying pipe. The sewage treatment quality is ensured.

Description

Technical Field

[0001] The invention relates to the technical field of phosphate mining area processing equipment, and in particular to a processing equipment for rainwater and sewage diversion in phosphate mining areas and permeate processing in phosphogypsum storage areas. Background Art

[0002] A phosphate mining area refers to a specific area rich in phosphate resources. Phosphate ore is an important industrial mineral raw material and is widely used in agricultural fertilizers, chemical industry, metallurgy and other fields. The mining of phosphate resources has caused a series of negative impacts on the environment, including land destruction, water resource pollution and ecosystem destruction. In order to reduce these impacts, a series of response measures should be taken, such as strengthening ecological restoration work in mining areas, carrying out vegetation restoration, soil protection and soil and water conservation projects.

[0003] The current state of the phosphate mining area is that there is a lot of pollution in the mining process. Rainwater eroding the surface of the ore will produce wastewater containing phosphate ore powder. The main pollutants in this type of wastewater are total phosphorus and suspended solids. The key to rainwater treatment is to reduce the discharge of these pollutants. In the absence of an effective rainwater and sewage diversion system, rainwater and sewage in the phosphate mining area are often discharged together, causing pollutants to directly enter natural water bodies, causing water pollution and ecological damage. The mixed discharge of rainwater and sewage in the process of mining and transportation in the phosphate mining area will have an impact on biodiversity and natural habitats. Domestic sewage in the phosphate mining area contains pollutants such as COD, ammonia nitrogen, and total phosphorus. The existing treatment facilities cannot meet the treatment needs, resulting in the direct discharge of sewage without effective treatment. Therefore, there is a broad market demand for the development of a treatment equipment for rainwater and sewage diversion in phosphate mining areas and permeate treatment in phosphogypsum storage areas. Summary of the invention

[0004] (I) Technical solution

[0005] To achieve the above objectives, the present invention is implemented through the following technical solutions: a treatment device for rainwater and sewage diversion in phosphate mining areas and permeate treatment in phosphogypsum storage areas, comprising a main transmission pipe, a setting box 1, a rainwater discharge pipe, a shunt transmission pipe, a sewage discharge pipe and a setting box 2, wherein a setting box 1 is arranged on the left side near the middle section of the main transmission pipe, a rainwater discharge pipe is arranged at the rear end of the main transmission pipe and connected by welding, a shunt transmission pipe is arranged on the right side near the middle section of the main transmission pipe and connected by a flange, a sewage discharge pipe is arranged at the right end of the shunt transmission pipe and connected by a flange, a setting box 2 is arranged on the right side near the middle section of the shunt transmission pipe, a shunt diversion pump is arranged near the middle end of the shunt transmission pipe, an external booster pump is arranged at the front end of the sewage discharge pipe, and a reinforcing ring frame is arranged around the outer wall of the external booster pump.

[0006] Preferably, a main spiral guide groove is arranged around the inner wall of the main transmission pipe, a diversion spiral guide groove is arranged around the inner wall of the diversion transmission pipe, and a discharge spiral guide groove is arranged around the inner wall of the sewage discharge pipe.

[0007] Preferably, a linear flushing nozzle is provided at the middle end of the right side of the inner wall of the setting box, and a diffusion flushing nozzle is provided at both the front and rear ends of the right side of the inner wall of the setting box. The bottom ends of the linear flushing nozzle and the diffusion flushing nozzle are connected to the inner wall of the main transmission pipe by bolts.

[0008] Preferably, a second linear flushing nozzle is provided at the middle end of the left side of the inner wall of the second setting box, and two diffusion flushing nozzles are provided at the front and rear ends of the left side of the inner wall of the second setting box. The bottom ends of the second linear flushing nozzle and the second diffusion flushing nozzle are connected to the inner wall of the sewage discharge pipe by bolts.

[0009] Preferably, a flushing pump is provided on the left outer wall of the setting box and is connected by bolts, and a water receiving flange seat is provided at the top of the setting box near the left end and is connected by welding.

[0010] Preferably, a flushing pump is provided on the right outer wall of the second setting box and is connected by bolts, and a water receiving flange is provided on the top of the second setting box near the right end and is connected by welding.

[0011] Preferably, an automatic water inlet gate is provided at the front end of the main transmission pipe, an automatic rainwater discharge gate is provided at the rear end of the rainwater discharge pipe, and an automatic sewage discharge gate is provided at the rear end of the sewage discharge pipe.

[0012] Preferably, a water inlet is arranged around the front end of the automatic water inlet gate, a rainwater discharge inlet is arranged around the rear end of the automatic rainwater discharge gate, and a sewage discharge inlet is arranged around the rear end of the automatic sewage discharge gate.

[0013] (II) Beneficial effects

[0014] The present invention provides a treatment device for rainwater and sewage diversion in phosphate mining areas and permeate treatment in phosphogypsum storage areas. It has the following beneficial effects:

[0015] (1) This type of equipment used for rainwater and sewage diversion in phosphate mining areas and treatment of permeate in phosphogypsum storage areas has an efficient rainwater and sewage diversion effect. Through the arrangement of the main transmission pipe, the diversion transmission pipe and the sewage discharge pipe, effective diversion of rainwater and sewage is achieved. Rainwater is directly discharged through the rainwater discharge pipe, while sewage is treated through the sewage discharge pipe, which can reduce the impact of pollutants on the environment and improve the pertinence and efficiency of sewage treatment. The diversion diversion pump and the external booster pump are respectively used for the diversion transmission pipe and the sewage discharge pipe to ensure the continuity and stability of liquid flow. The reinforced ring frame design of the outer wall of the external booster pump enhances the structural strength of the pump and improves the durability and reliability of the equipment. The main spiral guide groove, diversion spiral guide groove and discharge spiral guide groove are respectively arranged on the inner walls of the main transmission pipe, the diversion transmission pipe and the sewage discharge pipe. The design of these guide grooves helps to improve the efficiency of liquid flow and reduce flow resistance, thereby improving the processing capacity of the entire system.

[0016] (2) This type of equipment is used for rainwater and sewage diversion in phosphate mining areas and for treating permeate in phosphogypsum storage areas. The design of the linear flushing nozzles and the diffusion flushing nozzles on the inner walls of the first and second boxes can effectively flush the inner walls of the pipes, keep the pipes clean, reduce the possibility of blockage, and extend the service life of the equipment. The design of the flushing pumps and water receiving flanges in the first and second boxes makes the flushing and maintenance of the equipment more convenient and improves the maintenance efficiency of the equipment. The setting of the automatic water inlet gate, the automatic rainwater discharge gate, and the automatic sewage discharge gate realizes the automatic control of the entire treatment process, reduces the need for manual operation, and improves the safety of the system and the convenience of operation. The setting of the water inlet port, the rainwater discharge port, and the sewage discharge port provides more flexibility for the access and discharge of the equipment, so that the equipment can adapt to different site conditions and needs.

[0017] Through its unique design, the equipment has achieved effective treatment of wastewater in phosphate mining areas, reduced environmental pollution, improved treatment efficiency, reduced maintenance costs, and enhanced the durability and automation level of the equipment. It is of great significance to the environmental protection and sustainable development of phosphate mining areas. It fully considers the special needs of wastewater treatment in phosphate mining areas and improves the treatment efficiency and effect through a series of innovative designs. First, the diversion system of the equipment can effectively separate rainwater and sewage for treatment, reducing the risk of cross contamination and improving the pertinence of sewage treatment. Secondly, by setting a guide groove on the inner wall of the pipeline, the liquid flow path is optimized, the flow resistance is reduced, and the treatment efficiency is improved. The design of the flushing nozzle and pump in the box not only improves the cleaning efficiency of the pipeline, but also reduces the difficulty of maintenance. The automated gate system further improves the convenience and safety of operation. The comprehensive application of these designs makes the equipment have a significant competitive advantage in the field of wastewater treatment in phosphate mining areas, which can effectively reduce environmental pollution and protect the ecological environment. At the same time, it also provides strong technical support for the sustainable development of phosphate mining areas. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 It is the overall structure diagram of the present invention;

[0019] Figure 2 This is a diagram showing the independent structural parts of the main transmission pipe and rainwater discharge pipe area of ​​the present invention;

[0020] Figure 3 This is a diagram showing the structure of the independent part of the split flow transmission pipe area of ​​the present invention;

[0021] Figure 4 This is a diagram showing the structure of the independent part of the sewage discharge pipe area of ​​the present invention;

[0022] Figure 5 A top view showing the overall structure distribution of the present invention;

[0023] Figure 6 This is a partial diagram of the internal structure of the pipeline and the setting box area of ​​the present invention from a top view.

[0024] In the figure: 1. main transmission pipe; 2. setting box one; 3. rainwater discharge pipe; 4. diversion transmission pipe; 5. sewage discharge pipe; 6. setting box two; 7. diversion guide pump; 8. discharge booster pump; 9. strengthening ring frame; 10. main spiral guide groove; 11. diversion spiral guide groove; 12. discharge spiral guide groove; 13. linear flushing nozzle one; 14. diffusion flushing nozzle one; 15. linear flushing nozzle two; 16. diffusion flushing nozzle two; 17. flushing pump one; 18. water connection flange seat one; 19. flushing pump two; 20. water connection flange seat two; 21. water inlet automatic gate; 22. rainwater discharge automatic gate; 23. sewage discharge automatic gate; 24. water inlet inlet; 25. rainwater discharge inlet; 26. sewage discharge inlet. DETAILED DESCRIPTION

[0025] 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 only 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.

[0026] See also Figure 1-6The embodiment of the present invention provides a technical solution: a treatment device for rainwater and sewage diversion in a phosphate mining area and permeate treatment in a phosphogypsum storage area, comprising a main transmission pipe 1, a setting box 1 2, a rainwater discharge pipe 3, a diversion transmission pipe 4, a sewage discharge pipe 5 and a setting box 2 6, mainly composed of the main transmission pipe 1, the setting box 1 2, the rainwater discharge pipe 3, the diversion transmission pipe 4, the sewage discharge pipe 5 and the setting box 2 6. The main transmission pipe 1 is the core part of the system and is responsible for receiving the permeate and normal rainwater source from the diversion phosphogypsum storage area. The setting box 1 2 is arranged on the left side near the middle section of the main transmission pipe 1, the rainwater discharge pipe 3 is arranged at the rear end of the main transmission pipe 1 and connected by welding, the diversion transmission pipe 4 is arranged on the right side near the middle section of the main transmission pipe 1 and connected by flange, the sewage discharge pipe 5 is arranged on the right end of the diversion transmission pipe 4 and connected by flange, and the setting box 2 6 is arranged on the right side near the middle section of the diversion transmission pipe 4. The setting box 1 2 and the setting box 2 6 are respectively located on both sides of the main transmission pipe 1 for installing and protecting the internal The equipment and components, the rainwater discharge pipe 3 and the sewage discharge pipe 5 are responsible for the discharge of rainwater and sewage respectively, the main transmission pipe 1 is connected to the rainwater discharge pipe 3 by welding to ensure the sealing and stability of the connection, the main transmission pipe 1 and the shunt transmission pipe 4 are connected by flanges for easy disassembly and maintenance, the shunt transmission pipe 4 and the sewage discharge pipe 5 are also connected by flanges to ensure the flexibility of the system and the convenience of maintenance, the shunt transmission pipe 4 is provided with a shunt diversion pump 7 near the middle end, the shunt diversion pump 7 is located near the middle end of the shunt transmission pipe 4, responsible for promoting the flow of the permeate in the shunt transmission pipe 4, ensuring the continuity and stability of the liquid flow, the front end of the sewage discharge pipe 5 is provided with an external booster pump 8, the outer wall of the external booster pump is provided with a reinforcing ring frame 9, the external booster pump 8 is located at the front end of the sewage discharge pipe 5, for increasing the pressure of the sewage, ensuring that the sewage can be effectively transported to the sewage treatment link, the reinforcing ring frame 9 design of the outer wall of the pump enhances the structural strength of the pump and improves the durability and reliability of the equipment.

[0027] A main spiral guide groove 10 is arranged around the inner wall of the main transmission pipe 1, a diversion spiral guide groove 11 is arranged around the inner wall of the diversion transmission pipe 4, and a discharge spiral guide groove 12 is arranged around the inner wall of the sewage discharge pipe 5. The main spiral guide groove 10 is located on the inner wall of the main transmission pipe 1 to guide the permeate to flow along the spiral path, reduce flow resistance, and improve flow efficiency. The diversion spiral guide groove 11 is located on the inner wall of the diversion transmission pipe 4 to guide the flow of the diverted liquid and maintain the stability of the flow. The discharge spiral guide groove 12 is located on the inner wall of the sewage discharge pipe 5 to help the sewage form a spiral flow during the discharge process to reduce deposition and blockage.

[0028] A linear flushing nozzle 13 is provided at the middle end of the right side of the inner wall of the setting box 12, and a diffusion flushing nozzle 14 is provided at both the front and rear ends of the right side of the inner wall of the setting box 12. The bottom ends of the linear flushing nozzle 13 and the diffusion flushing nozzle 14 are connected to the inner wall of the main transmission pipe 1 by bolts. A linear flushing nozzle 2 15 is provided at the middle end of the left side of the inner wall of the setting box 26, and a diffusion flushing nozzle 2 16 is provided at both the front and rear ends of the left side of the inner wall of the setting box 26. The bottom ends of the linear flushing nozzle 2 15 and the diffusion flushing nozzle 2 16 are connected to the inner wall of the sewage discharge pipe 5 by bolts. A linear flushing nozzle 13 is provided at the middle end of the right side of the inner wall of the setting box 2, and a diffusion flushing nozzle 14 is provided at the front and rear ends for cleaning the inner wall of the main transmission pipe 1 to prevent impurities from depositing. A linear flushing nozzle 2 15 is provided at the middle end of the left side of the inner wall of the setting box 26, and a diffusion flushing nozzle 2 16 is provided at the front and rear ends for cleaning the inner wall of the sewage discharge pipe 5.

[0029] A flushing pump 17 is arranged on the left outer wall of the setting box 12 and is connected by bolts, a water receiving flange seat 18 is arranged on the top of the setting box 2 near the left end and is connected by welding, a flushing pump 2 19 is arranged on the right outer wall of the setting box 26 and is connected by bolts, a water receiving flange seat 20 is arranged on the top of the setting box 26 near the right end and is connected by welding, the setting box 12 and the setting box 26 are respectively provided with a flushing pump 17 and a flushing pump 2 19, which are connected by bolts and are responsible for providing flushing pressure, and the water receiving flange seat 18 and the water receiving flange seat 20 are responsible for connecting the external water supply pipeline and connecting to the water source.

[0030] An automatic water inlet gate 21 is provided at the front end of the main transmission pipe 1, an automatic rainwater discharge gate 22 is provided at the rear end of the rainwater discharge pipe 3, and an automatic sewage discharge gate 23 is provided at the rear end of the sewage discharge pipe 5. The automatic water inlet gate 21 is located at the front end of the main transmission pipe 1, and automatically adjusts the opening and closing according to the water quality monitoring results to control the inflow of permeate. The automatic rainwater discharge gate 22 is located at the rear end of the rainwater discharge pipe 3, and is responsible for controlling the discharge of rainwater. The automatic sewage discharge gate 23 is located at the rear end of the sewage discharge pipe 5, and is responsible for controlling the discharge of sewage.

[0031] A water inlet 24 is arranged around the front end of the automatic water inlet gate 21, a rainwater discharge inlet 25 is arranged around the rear end of the automatic rainwater discharge gate 22, and a sewage discharge inlet 26 is arranged around the rear end of the automatic sewage discharge gate 23. The water inlet 24 is located at the front end of the automatic water inlet gate 21, and is used to receive the permeate and normal rainwater from the phosphogypsum storage area. The rainwater discharge inlet 25 is located at the rear end of the automatic rainwater discharge gate 22, and is used to process rainwater discharge. The sewage discharge inlet 26 is located at the rear end of the automatic sewage discharge gate 23, and is used to process sewage discharge.

[0032] Working principle: The main transmission pipe 1 is the core part of the system, responsible for receiving the permeate and normal rainwater source from the diverted phosphogypsum storage area. The setting box 1 2 and the setting box 2 6 are located on both sides of the main transmission pipe 1, respectively, for installing and protecting the internal equipment and components. The rainwater discharge pipe 3 and the sewage discharge pipe 5 are responsible for the discharge of rainwater and sewage respectively. The diversion and diversion pump 7 is located near the middle end of the diversion transmission pipe 4, responsible for promoting the flow of permeate in the diversion transmission pipe 4 to ensure the continuity and stability of the liquid flow. The external booster pump 8 is located at the front end of the sewage discharge pipe 5, used to increase the sewage The pressure is ensured to effectively transport the sewage to the sewage treatment link. The reinforced ring frame 9 design on the outer wall of the pump enhances the structural strength of the pump and improves the durability and reliability of the equipment. The main spiral guide groove 10 is located on the inner wall of the main transmission pipe 1 to guide the permeate to flow along the spiral path, reduce flow resistance and improve flow efficiency. The diversion spiral guide groove 11 is located on the inner wall of the diversion transmission pipe 4 to guide the flow of the diverted liquid and maintain the stability of the flow. The discharge spiral guide groove 12 is located on the inner wall of the sewage discharge pipe 5 to help the sewage form a spiral flow during the discharge process to reduce Deposition and blockage, a straight flushing nozzle 13 is provided at the middle end of the right side of the inner wall of box 1 2, and a diffusion flushing nozzle 14 is provided at the front and rear ends to clean the inner wall of the main transmission pipe 1 to prevent impurities from depositing, a box 2 6 is provided, a straight flushing nozzle 2 15 is provided at the middle end of the left side of the inner wall, and a diffusion flushing nozzle 2 16 is provided at the front and rear ends to clean the inner wall of the sewage discharge pipe 5, a flushing pump 17 and a flushing pump 2 19 are provided in the setting box 1 2 and the setting box 2 6 respectively, which are connected by bolts and are responsible for providing flushing pressure, and the automatic water inlet gate 21 is located at the front end of the main transmission pipe 1, according to the water quality monitoring The test results automatically adjust the opening and closing to control the inflow of the permeate. The rainwater discharge automatic gate 22 is located at the rear end of the rainwater discharge pipe 3 and is responsible for controlling the discharge of rainwater. The sewage discharge automatic gate 23 is located at the rear end of the sewage discharge pipe 5 and is responsible for controlling the discharge of sewage. The water inlet 24 is located at the front end of the water inlet automatic gate 21 and is used to receive the permeate and normal rainwater from the phosphogypsum storage area. The rainwater discharge inlet 25 is located at the rear end of the rainwater discharge automatic gate 22 and is used to process the rainwater discharge. The sewage discharge inlet 26 is located at the rear end of the sewage discharge automatic gate 23 and is used to process the sewage discharge.

[0033] When permeate and rainwater are generated in the phosphogypsum storage area, the permeate and rainwater first enter the main transmission pipe 1 through the water inlet 24. The main spiral guide groove 10 in the main transmission pipe 1 guides the permeate to flow along the spiral path to reduce the flow resistance. The linear flushing nozzle 13 and the diffusion flushing nozzle 14 in the box 2 are set to clean the inner wall of the main transmission pipe 1 to prevent impurities from depositing. The diversion guide pump 7 pushes the permeate into the diversion transmission pipe 4. The diversion spiral guide groove 11 in the diversion transmission pipe 4 maintains the stability of liquid flow. The sewage discharge pipe 5 at the right end of the diversion transmission pipe 4 transports the sewage to the sewage treatment link. The external booster pump 8 increases the sewage pressure to ensure effective transportation. The linear flushing nozzle 15 and the diffusion flushing nozzle 16 in the box 2 6 are set to clean the inner wall of the sewage discharge pipe 5. Finally, the treated rainwater and sewage are discharged through the rainwater discharge automatic gate 22 and the sewage discharge automatic gate 23 respectively. The rainwater discharge inlet 25 and the sewage discharge inlet 26 are connected to the external pipeline, respectively used to receive the discharged liquid;

[0034] The equipment can automatically determine whether the rainwater is polluted by analyzing the collected data through on-site instruments. If it is not polluted, the control system will automatically open the rainwater discharge automatic valve to allow the rainwater to be discharged directly into the natural water body or the rainwater collection pool in the mining area. This not only protects the environment, but also saves water resources. When water quality monitoring shows signs of pollution, such as increased phosphorus concentration and sewage generation, the valve will automatically adjust to guide the sewage into the sewage treatment link to achieve precise rainwater and sewage diversion, effectively avoiding pollutants from entering natural water bodies, protecting water quality, and preventing solid particles from settling. Since the permeate contains impurities such as fine particles of phosphogypsum, the equipment is designed with a special spiral guide structure inside the pipeline. This structure allows the permeate to form a rotating flow during the transportation process, effectively preventing the deposition of solid particles in the pipeline, reducing the risk of pipeline blockage, and improving the stability and reliability of the system. The regular pipeline flushing structure is set at the key nodes of the pipeline, and the pipeline can be flushed regularly. This design helps to remove sediments and impurities on the inner wall of the pipeline, keep the pipeline unobstructed, and extend the service life of the pipeline. At the same time, it also reduces maintenance costs and labor intensity.

[0035] Improve the efficiency of sewage treatment. Through precise diversion and prevention of solid particle deposition, the equipment can ensure that only sewage containing pollutants is treated in the sewage treatment process, thus improving the efficiency and effect of sewage treatment. At the same time, regular pipe flushing also helps to reduce secondary pollution in the sewage treatment process and ensure the quality of sewage treatment.

[0036] The above shows and describes the basic principles and main features of the present invention and the advantages of the present invention. It is obvious to those skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and the present invention can be implemented in other specific forms without departing from the spirit or basic features of the present invention. Therefore, no matter from which point of view, the embodiments should be regarded as exemplary and non-restrictive. The scope of the present invention is defined by the attached claims rather than the above description, and it is intended that all changes falling within the meaning and scope of the equivalent elements of the claims are included in the present invention. Any figure mark in the claims should not be regarded as limiting the claims involved.

[0037] In addition, it should be understood that although the present specification is described according to implementation modes, not every implementation mode contains only one independent technical solution. This description of the specification is only for the sake of clarity. Those skilled in the art should regard the specification as a whole. The technical solutions in each embodiment may also be appropriately combined to form other implementation modes that can be understood by those skilled in the art.

Claims

1. A treatment device for rainwater and sewage diversion in phosphate mining areas and permeate treatment in phosphogypsum storage areas, characterized by: The utility model comprises a main transmission pipe (1), a setting box 1 (2), a rainwater discharge pipe (3), a shunt transmission pipe (4), a sewage discharge pipe (5) and a setting box 2 (6), wherein the setting box 1 (2) is arranged on the left side near the middle section of the main transmission pipe (1), the rainwater discharge pipe (3) is arranged at the rear end of the main transmission pipe (1) and connected by welding, the shunt transmission pipe (4) is arranged on the right side near the middle section of the main transmission pipe (1) and connected by flange, the sewage discharge pipe (5) is arranged at the right end of the shunt transmission pipe (4) and connected by flange, the setting box 2 (6) is arranged on the right side near the middle section of the shunt transmission pipe (4), the shunt transmission pipe (4) is arranged near the middle end thereof, the shunt diversion pump (7) is arranged, the front end of the sewage discharge pipe (5) is arranged with an external boosting pump (8), and a reinforcing ring frame (9) is arranged around the outer wall of the external boosting pump.

2. The equipment for treating rainwater and sewage diversion in phosphate mining areas and permeate in phosphogypsum storage areas according to claim 1 is characterized by: A main spiral guide groove (10) is arranged around the inner wall of the main transmission pipe (1), a diversion spiral guide groove (11) is arranged around the inner wall of the diversion transmission pipe (4), and a discharge spiral guide groove (12) is arranged around the inner wall of the sewage discharge pipe (5).

3. The equipment for treating rainwater and sewage diversion in phosphate mining areas and permeate in phosphogypsum storage areas according to claim 1 is characterized by: A linear flushing nozzle (13) is provided at the middle end of the right side of the inner wall of the setting box (2), and a diffusion flushing nozzle (14) is provided at both the front and rear ends of the right side of the inner wall of the setting box (2). The bottom ends of the linear flushing nozzle (13) and the diffusion flushing nozzle (14) are both connected to the inner wall of the main transmission pipe (1) by bolts.

4. The equipment for treating rainwater and sewage diversion in phosphate mining areas and permeate in phosphogypsum storage areas according to claim 1 is characterized by: A second linear flushing nozzle (15) is provided at the middle end of the left side of the inner wall of the second setting box (6), and two diffusion flushing nozzles (16) are provided at both the front and rear ends of the left side of the inner wall of the second setting box (6). The bottom ends of the second linear flushing nozzle (15) and the second diffusion flushing nozzle (16) are both connected to the inner wall of the sewage discharge pipe (5) by bolts.

5. The equipment for treating rainwater and sewage diversion in phosphate mining areas and permeate in phosphogypsum storage areas according to claim 1 is characterized by: A flushing pump (17) is provided on the left outer wall of the setting box (2) and is connected by bolts. A water receiving flange seat (18) is provided on the top of the setting box (2) near the left end and is connected by welding.

6. The equipment for treating rainwater and sewage diversion in phosphate mining areas and permeate in phosphogypsum storage areas according to claim 1 is characterized by: A flushing pump (19) is provided on the right outer wall of the second setting box (6) and is connected by bolts. A water receiving flange seat (20) is provided on the top of the second setting box (6) near the right end and is connected by welding.

7. The equipment for treating rainwater and sewage diversion in phosphate mining areas and permeate in phosphogypsum storage areas according to claim 1 is characterized by: An automatic water inlet gate (21) is provided at the front end of the main transmission pipe (1), an automatic rainwater discharge gate (22) is provided at the rear end of the rainwater discharge pipe (3), and an automatic sewage discharge gate (23) is provided at the rear end of the sewage discharge pipe (5).

8. The equipment for treating rainwater and sewage diversion in phosphate mining areas and permeate in phosphogypsum storage areas according to claim 7 is characterized by: A water inlet (24) is arranged around the front end of the water inlet automatic gate (21), a rainwater discharge inlet (25) is arranged around the rear end of the rainwater discharge automatic gate (22), and a sewage discharge inlet (26) is arranged around the rear end of the sewage discharge automatic gate (23).

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