Regulation and storage system with strong fluctuation water inlet coping function and pretreatment function

By designing a separate storage storage storage tank and hydraulic gate in the storage tank system, combined with the treatment method of the water drop shaft, the storage tank is solved in the face of strong fluctuations inlets and pollutants incomplete treatment, achieving more efficient sewage treatment and reducing maintenance workload.

CN119825007APending Publication Date: 2025-04-15SHANGHAI URBAN CONSTRUCTION DESIGN & RESEARCH INSTITUTE (GROUP) CO LTD +1
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Patent Information

Application Number
CN202510039697.1
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-01-10
Publication Date
2025-04-15

AI Technical Summary

Technical Problem

When facing strong fluctuation water inlets and pollutants treatment, existing storage tanks have problems such as high overflow frequency, incomplete treatment of pollutants and cumbersome maintenance work.

Method used

A storage system with both the functions of dealing with strong fluctuating water inlet and pretreatment is designed. By setting up multiple storage tanks around the public inlet channel on the bottom floor, each storage tank is activated according to the overflow water volume, and hydraulic gates and water drop shafts are set up to achieve effective water inlet treatment and space saving.

Benefits of technology

It effectively reduces the maintenance workload of the storage tank, reduces the pollution of overflow sewage to the water environment, and improves the stability and efficiency of the sewage treatment system.

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Abstract

The invention discloses a regulation and storage system with strong fluctuation water inlet coping and pretreatment functions. The regulation and storage system comprises a plurality of regulation and storage ponds which are located on the bottom layer and arranged around a public water inlet channel in a branch bin mode. The plurality of regulation and storage ponds are respectively started according to different overflow water volumes of the public water inlet channel; a water drop vertical shaft is arranged at the starting end of the public water inlet canal, and a forebay is arranged at the tail end; hydraulic gates are arranged on the partition wall between every two adjacent regulation and storage ponds, the partition wall between each regulation and storage pond and the public water inlet channel and the partition wall between each regulation and storage pond and the front pond; a water inlet channel and an overflow channel which are connected in sequence are arranged above all the regulation and storage ponds and below the top plate; the overflow channel is connected with the water drop vertical shaft; a deodorization treatment area, a substation, a gate control matching room, a gate hoisting hole and a roadway are arranged above the top plate; the substation is arranged close to the high-load electric equipment; the deodorization treatment area is arranged in the middle of the top plate and close to the pretreatment area. The system can cope with strong fluctuation water inflow, and solves the problem of tedious overhaul and maintenance in operation management.
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Description

Technical Field

[0001] The present invention relates to the technical field of sewage treatment, and in particular to a regulation and storage system capable of coping with strong fluctuating water inflow and pre-treatment. Background Art

[0003] In order to create a better surface water environment, storage tank projects often require the construction of supporting pre-treatment facilities to reduce the degree of pollution of overflow sewage to the receiving water body. Most of the existing storage tanks in cities are buried deep, and the water inlet is mostly in the form of waterfall steps, which requires the internal space of the storage tank. The water in the storage tank is treated by a coarse screen, and there are still a large number of pollutants such as SS in the water. If there is continuous rainfall, the storage tank will be seriously muddy and difficult to dredge. Moreover, the overflow sewage is mostly stored in the same space, and the storage tank cannot be used during maintenance. At the same time, it brings a lot of equipment maintenance and dredging maintenance work to the operating personnel.

[0004] In the actual operation of large-scale sewage trunk lines, in addition to the dry season sewage generated in the transportation area, there is also some intercepted water from the combined system, intercepted sewage in the dry season, initial rainwater in the service area, groundwater, etc., which fluctuate to varying degrees in different weather and at different times. As a result, the water volume transported by the trunk line exceeds the treatment capacity of the terminal sewage treatment plant, resulting in overflows in front of the plant of varying sizes.

[0005] Therefore, how to reduce the overflow frequency of centralized sewage treatment systems, reduce the level of pollutants entering the regulating reservoir, and alleviate the problems of inspection and maintenance during the operation and maintenance of the regulating reservoir has gradually become a technical problem that technicians urgently need to solve. Summary of the invention

[0006] In view of the above-mentioned defects of the prior art, the present invention provides a regulating and storage system that has both the function of coping with strongly fluctuating water inflow and pre-treatment. The purpose achieved is that the regulating and storage tank can cope with strongly fluctuating water inflow and the treatment function can reduce the cumbersome maintenance problems in operation management and reduce the overflow frequency of centralized sewage treatment systems.

[0007] To achieve the above-mentioned purpose, the present invention discloses a regulation and storage system with both the function of coping with strong fluctuation water inflow and pre-treatment, including a plurality of regulation and storage tanks arranged in compartments around a public water inlet channel at the bottom floor;

[0008] The plurality of regulating reservoirs are activated respectively according to different overflow water volumes of the public water inlet channel;

[0009] The public water inlet channel is provided with a vertical drop shaft at the beginning and a fore pool at the end;

[0010] A hydraulic gate is provided on the partition wall between each of the regulating reservoirs adjacent to the public water inlet channel and the public water inlet channel, and between each of the regulating reservoirs adjacent to the fore pool and the fore pool;

[0011] Above all the regulating reservoirs and below the top plates are provided water inlet channels and overflow channels connected in sequence;

[0012] The overflow channel is connected to the waterfall shaft;

[0013] A deodorization treatment area, a substation, a gate control supporting room, a gate hoisting hole and a roadway are arranged above the top plate;

[0014] The substation is arranged close to high-load electrical equipment;

[0015] The deodorization treatment area is arranged in the middle of the top plate and close to the pretreatment area.

[0016] Preferably, a lifting pump room is provided in the front pool; the lifting pump room is arranged above the top plate; the lifting pump room includes a lifting pump, a water pump inlet pipe and a water pump outlet pipe.

[0017] Preferably, each of the regulating and storage tanks is provided with a personnel maintenance entrance and exit, a mechanical air shaft, a natural air shaft, a maintenance ventilation and lighting hole, a water storage room, a flushing equipment, a flushing corridor, a mud collection tank and a reclaimed water supply pipe;

[0018] Each of the personnel inspection entrances and exits and each of the inspection ventilation and lighting holes are arranged on the top plate.

[0019] Preferably, the water inlet channel is provided with the pretreatment area including a coarse grid and a fine grid in sequence along the water flow direction;

[0020] The coarse grid and the fine grid are arranged in a positive, uniform and symmetrical water inlet manner;

[0021] The coarse grid dirt remover of the coarse grid, and the fine grid dirt remover and fine grid flushing equipment of the fine grid are all arranged above the top plate.

[0022] More preferably, the portion of the water inlet channel located before the coarse screen is provided with an overtaking channel connected to all the regulating reservoirs.

[0023] Preferably, in the middle of the drop shaft, below the connection position with the overflow channel, three layers of energy dissipation plates are staggeredly arranged;

[0024] An energy dissipation pool is arranged at the bottom of the vertical drop shaft.

[0025] Preferably, an overflow weir is provided between the water inlet channel and the overflow channel; and two quick-closing gates are provided between the overflow channel and the drop shaft.

[0026] Preferably, a deodorization treatment area is provided in the middle of the top plate of the regulating reservoir;

[0027] The coarse screen, the fine screen and other ancillary water inlet and outlet facilities in continuous operation collect the generated odor to the deodorization treatment area through a separate air duct, and a relay fan is arranged on the top plate of the overflow channel to ensure the balance of wind pressure.

[0028] Preferably, the power, drainage and oil pipes above the top plate are all installed in a trench-laying manner.

[0029] Preferably, the cable interlayer of the substation is arranged above the top plate.

[0030] Beneficial effects of the present invention:

[0031] The regulating and storage tank of the present invention which divides the regulating and storage area into compartments can effectively cope with the strong fluctuation overflow water at the end of the sewage trunk line. Different compartment regulating and storage tanks are activated according to different water inflows, which reduces the workload of inspection and maintenance. When a certain compartment regulating and storage tank is inspected and repaired, it will not affect the regulating and storage functions of other compartments.

[0032] The influent water of the regulating storage tank of the present invention is processed by the coarse grid and the fine grid, so that the content of pollutants such as SS in the influent water is reduced, and the pollution of the overflow sewage to the water environment is alleviated.

[0033] The water inlet of the regulating reservoir of the present invention is provided with a vertical drop shaft, and an energy dissipation plate and an energy dissipation pool are arranged in the vertical shaft to fully consume the kinetic energy of the water and avoid the impact of the height difference of the water flow on the pool wall and the pool bottom to cause damage. The form of the vertical drop shaft saves more space than the drop step.

[0034] The present invention avoids the traditional method of entering the regulating reservoir for maintenance through inspection holes and vertical ladders. Each sub-compartment regulating reservoir is provided with an independent entrance and exit for personnel maintenance, thus creating a better operation and management environment.

[0035] In the present invention, coarse grids, fine grids, deodorization treatment areas, substations, lift pump rooms, gate control cabinet supporting rooms, personnel maintenance entrances and exits, driveways and other structures are arranged above the top plate of the regulating reservoir, and the intensive and combined design saves land and civil engineering costs.

[0036] The concept, specific structure and technical effects of the present invention will be further described below in conjunction with the accompanying drawings to fully understand the purpose, characteristics and effects of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS

[0037] Figure 1 A schematic diagram of the structure of the bottom layer in an embodiment of the present invention is shown.

[0038] Figure 2 A schematic diagram of the structure above the regulating storage tank and below the top plate in one embodiment of the present invention is shown.

[0039] Figure 3 A schematic diagram of the structure above the top plate in one embodiment of the present invention is shown.

[0040] Figure 4 A schematic diagram of the cross-sectional structure of a common water inlet channel and adjacent regulating reservoirs on both sides in one embodiment of the present invention is shown.

[0041] Figure 5 A schematic cross-sectional structure diagram of a forebay and an adjacent regulating reservoir in one embodiment of the present invention is shown.

[0042] Among them, 1. Inlet channel; 2. Coarse screen; 3. Fine screen; 4. Coarse screen cleaner; 5. Fine screen cleaner; 6. Fine screen flushing equipment; 7. Overflow channel; 8. Overrun channel; 9. Quick closing gate; 10. Falling shaft; 11. Energy dissipation board; 12. Energy dissipation pool; 13. Public inlet channel; 14. Hydraulic gate; 15. Regulation area; 16. Water storage room; 17. Flushing equipment; 18. Flushing gallery; 19. Mud collecting trough; 20. Recycled water replenishment pipe; 21. Forebay; 22. Lifting pump room; 23. Lifting pump; 24. Water pump inlet pipe; 25. Water pump outlet pipe; 26. Substation; 27. Cable mezzanine; 28. Deodorization treatment area; 29. ​​Relay fan; 30. Gate control supporting room; 31. Maintenance ventilation and lighting hole; 32. Personnel maintenance entrance and exit; 33. Mechanical air shaft; 34. Natural air shaft; 35. Gate hoisting hole; 36 is the pipe trench; 37. Driveway. DETAILED DESCRIPTION

[0043] Example

[0044] like Figures 1 to 5 As shown, the regulation and storage system with both the function of coping with strong fluctuation water inflow and pre-treatment includes a plurality of regulation and storage tanks 15 arranged in compartments around the public water inlet channel 13 on the bottom floor;

[0045] Multiple storage tanks 15 are activated according to different overflow water volumes of the public water inlet channel 13;

[0046] A drop shaft 10 is provided at the beginning of the public water inlet channel 13, and a fore pool 21 is provided at the end;

[0047] A hydraulic gate 14 is provided on the partition wall between each regulating reservoir 15 adjacent to the public water inlet channel 13 and the public water inlet channel 13, and between each regulating reservoir 15 adjacent to the fore pool 21 and the fore pool 21;

[0048] Above all the storage tanks 15, below the top plate, there are water inlet channels 1 and overflow channels 7 connected in sequence;

[0049] The overflow channel 7 is connected to the waterfall shaft 10;

[0050] Above the top plate are provided a deodorization treatment area 28, a substation 26, a gate control supporting room 30, a gate hoisting hole 35 and a carriageway 37;

[0051] The substation 26 is located near high-load electrical equipment;

[0052] The deodorization treatment area 28 is arranged in the middle of the top plate and close to the pretreatment area.

[0053] The present invention arranges a large-scale regulating and storage tank in compartments to form a plurality of regulating and storage tanks 15 arranged in compartments around a public water inlet channel 13. The regulating and storage tanks 15 in different compartments can be activated according to different overflow water volumes. Partition walls are arranged between the regulating and storage tanks 15, and hydraulic gates 14 are arranged on the partition walls. While some regulating and storage tanks 15 are undergoing maintenance, the function of regulating and storing overflow sewage can also be realized.

[0054] Each sub-compartment storage tank 15 shares the front pool 21, creating a better working environment. In order to save land, the present invention integrates and combines the multiple storage tanks 15 of the storage system, and sets the deodorization treatment area 28, substation 26, gate control supporting room 30, gate hoisting hole 35 and roadway 37 above the top plate of the storage tank. By designing the storage tank 15 in sub-compartments, it can effectively deal with the strong fluctuation overflow water at the end of the sewage trunk line, which can greatly reduce the workload of future inspection and maintenance. It saves land and civil engineering costs, and facilitates operation management and maintenance.

[0055] In some embodiments, a lift pump room 22 is provided in the front pool 21 ; the lift pump room 22 is arranged above the top plate; the lift pump room 22 includes a lift pump 23 , a water pump inlet pipe 24 and a water pump outlet pipe 25 .

[0056] In some embodiments, each storage tank 15 is provided with a personnel maintenance entrance and exit 32, a mechanical air shaft 33, a natural air shaft 34, a maintenance ventilation and lighting hole 31, a water storage chamber 16, a flushing device 17, a flushing gallery 18, a mud collection tank 19 and a reclaimed water supply pipe 20;

[0057] Each personnel inspection entrance and exit 32 and each inspection ventilation and lighting hole 31 are arranged on the top plate.

[0058] Each regulating reservoir 15 is provided with a mechanical air shaft 34 and a natural air shaft 35 to achieve a better ventilation effect during maintenance.

[0059] In some embodiments, the water inlet channel 1 is provided with a pre-treatment zone including a coarse screen 2 and a fine screen 3 in sequence along the water flow direction;

[0060] The coarse grid 2 and the fine grid 3 are arranged in a positive, uniform and symmetrical water inlet manner;

[0061] The coarse grid dirt remover 4 of the coarse grid 2, and the fine grid dirt remover 5 and the fine grid washing device 6 of the fine grid 3 are all arranged above the top plate.

[0062] The influent of the regulating reservoir 15 is processed by the coarse screen 2 and the fine screen 3, and enters the public water inlet channel 13 after energy dissipation through the waterfall shaft 10, and then enters the regulating reservoir 15 with different compartments.

[0063] The coarse screen dirt remover 4 of the coarse screen 2, the fine screen dirt remover 5 of the fine screen 3 and the fine screen flushing device 6 are all arranged above the top plate so as to make full use of the upper space of the regulating reservoir.

[0064] In some embodiments, the portion of the water inlet channel 1 before the coarse screen 2 is provided with an overpass channel 8 connected to all the regulating tanks 15 .

[0065] A bypass channel is provided in the portion of the water inlet channel 1 before the coarse screen 2, so that when a failure occurs in the pre-treatment equipment, the overflow sewage can directly enter the regulating reservoir 15 through the bypass channel 8.

[0066] In some embodiments, three layers of energy dissipation plates 11 are staggeredly arranged in the middle of the vertical drop shaft 10, below the connection position with the overflow channel 7;

[0067] An energy dissipation pool 12 is provided at the bottom of the vertical waterfall shaft 10 .

[0068] The three-layer energy dissipation plate 11 and the energy dissipation pool 12 are arranged in the vertical drop shaft 10 to consume the kinetic energy of the water, so as to avoid damage to the side wall and the bottom of the vertical drop shaft 10 caused by the impact of the height difference of the water flow when water enters.

[0069] In some embodiments, an overflow weir is provided between the water inlet channel 1 and the overflow channel 7 ; and two quick-closing gates 9 are provided between the overflow channel 7 and the drop shaft 10 .

[0070] In some embodiments, a deodorization treatment area 28 is provided in the middle of the top plate of the storage tank 15;

[0071] The continuously running coarse screen 2, fine screen 3 and other auxiliary water inlet and outlet facilities collect the generated odor to the deodorization treatment area 28 through a separate air duct. At the same time, a relay fan 29 is set on the top plate of the overflow channel 7 to ensure the balance of wind pressure.

[0072] In actual applications, other ancillary water inlet and outlet facilities include inlet mixing well, outlet mixing well, outlet high-level well, and site drainage pump room.

[0073] In some embodiments, the power, drainage and oil pipes above the roof are all installed in a trench-laying manner.

[0074] The use of trench laying to set up power, drainage and oil pipes above the top plate not only facilitates inspection and maintenance, but also improves the environment above the reservoir.

[0075] In some embodiments, the cable mezzanine 27 of the substation 26 is disposed above the roof.

[0076] In actual application, the water inlet channel 1, the coarse screen 2, the fine screen 3, the overflow channel 7, the deodorization treatment area 28, etc. are all arranged directly above the regulating reservoir.

[0077] A hydraulic gate 14 is provided on the partition wall between each sub-compartment regulating and storage tank 15 and the public water inlet channel 13 , taking into account the water inlet and outlet control functions of each sub-compartment regulating and storage tank 15 .

[0078] The personnel maintenance entrance and exit 32 and the maintenance ventilation and lighting holes 31 arranged on the top plate take into account the functions of ventilation and lighting during equipment hoisting and maintenance. The substation 26 and its cable interlayer 27 are arranged above the top plate.

[0079] The lift pump room 21 includes a lift pump 23, a water pump inlet pipe 24 and a water pump outlet pipe 25. When the downstream sewage treatment plant has capacity, the hydraulic gates 14 of each sub-storage storage tank 15 are opened, the lift pump 23 is turned on, and the emptying mode is entered.

[0080] The preferred specific embodiments of the present invention are described in detail above. It should be understood that a person skilled in the art can make many modifications and changes based on the concept of the present invention without creative work. Therefore, any technical solution that can be obtained by a person skilled in the art through logical analysis, reasoning or limited experiments based on the concept of the present invention on the basis of the prior art should be within the scope of protection determined by the claims.

Claims

1. A storage and regulation system that has both the function of coping with strong fluctuations in water inflow and pretreatment; its characteristics are: It includes a plurality of regulating reservoirs (15) located on the bottom floor and arranged in compartments around a public water inlet channel (13); The plurality of regulating reservoirs (15) are activated respectively according to different overflow water volumes of the public water inlet channel (13); The public water inlet channel (13) is provided with a vertical drop shaft (10) at the beginning and a fore pool (21) at the end; A hydraulic gate (14) is provided on the partition wall between each of the regulating reservoirs (15) adjacent to the public water inlet channel (13) and the public water inlet channel (13), and between each of the regulating reservoirs (15) adjacent to the fore pool (21) and the fore pool (21); Above all the regulating reservoirs (15), below the top plate, there are water inlet channels (1) and overflow channels (7) connected in sequence; The overflow channel (7) is connected to the waterfall shaft (10); A deodorization treatment area (28), a substation (26), a gate control supporting room (30), a gate hoisting hole (35) and a roadway (37) are provided above the top plate; The substation (26) is arranged close to high-load electrical equipment; The deodorization treatment area (28) is arranged in the middle of the top plate and close to the pretreatment area.

2. The storage and regulation system with both strong fluctuation water inflow and pretreatment functions according to claim 1 is characterized in that: A lifting pump room (22) is provided in the front pool (21); the lifting pump room (22) is arranged above the top plate; the lifting pump room (22) includes a lifting pump (23), a water pump inlet pipe (24) and a water pump outlet pipe (25).

3. The storage and regulation system with both strong fluctuation water inflow and pretreatment functions according to claim 1 is characterized in that: Each of the regulating and storage tanks (15) is provided with a personnel maintenance entrance and exit (32), a mechanical air shaft (33), a natural air shaft (34), a maintenance ventilation and lighting hole (31), a water storage chamber (16), a flushing device (17), a flushing corridor (18), a mud collecting tank (19) and a reclaimed water supply pipe (20); Each of the personnel inspection entrances and exits (32) and each of the inspection ventilation and lighting holes (31) are arranged on the top plate.

4. The storage and regulation system with both strong fluctuation water inflow and pretreatment functions according to claim 1 is characterized in that: The water inlet channel (1) is provided with the pretreatment area including a coarse grid (2) and a fine grid (3) in sequence along the water flow direction; The coarse grid (2) and the fine grid (3) are arranged in a positive, uniform and symmetrical water inlet manner; The coarse grid dirt remover (4) of the coarse grid (2), and the fine grid dirt remover (5) and fine grid flushing equipment (6) of the fine grid (3) are all arranged above the top plate.

5. The storage and regulation system with both strong fluctuation water inflow and pretreatment functions according to claim 4 is characterized in that: The portion of the water inlet channel (1) located before the coarse screen (2) is provided with an overtaking channel (8) connected to all the regulating reservoirs (15).

6. The storage and regulation system with both strong fluctuation water inflow and pretreatment functions according to claim 1 is characterized in that: In the middle of the vertical drop shaft (10), below the connection position with the overflow channel (7), three layers of energy dissipation plates (11) are staggeredly arranged; An energy dissipation pool (12) is provided at the bottom of the vertical waterfall shaft (10).

7. The storage and regulation system with both strong fluctuation water inflow and pretreatment functions according to claim 1 is characterized in that: An overflow weir is provided between the water inlet channel (1) and the overflow channel (7); and two quick-closing gates (9) are provided between the overflow channel (7) and the waterfall shaft (10).

8. The storage and regulation system with both strong fluctuation water inflow and pretreatment functions according to claim 1 is characterized in that: A deodorization treatment area (28) is provided in the middle of the top plate of the regulating reservoir (15); The coarse screen (2), the fine screen (3) and other auxiliary water inlet and outlet facilities in continuous operation collect the generated odor to the deodorization treatment area (28) through a separate air duct, and a relay fan (29) is arranged on the top plate of the overflow channel (7) to ensure wind pressure balance.

9. The storage and regulation system with both strong fluctuation water inflow and pretreatment functions according to claim 1 is characterized in that: The power, drainage and oil pipes above the top plate are all laid in a trench.

10. The storage and regulation system with both strong fluctuation water inflow and pretreatment functions according to claim 1, characterized in that: The cable interlayer (27) of the substation (26) is arranged above the top plate.

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