Automatic dredging equipment for water conservancy projects

Abstract

The present invention belongs to the technical field of water conservancy projects, and in particular, is an automated dredging equipment for water conservancy projects, comprising a dam, wherein the front of the dam is provided with water outlets distributed at equal intervals, and the top of the dam is provided with a receiving tank connected to the water outlet. The automated dredging equipment for water conservancy projects is controlled and started by a controller to drive a driving rod to rotate, so that the wire mesh is rotated to a vertical state, blocking the outside of the water outlet, and filtering the debris in the river water flow. The second driving motor is a forward and reverse motor. When rotating in the reverse direction, it can drive the wire mesh to a horizontal state, push the debris on the surface of the wire mesh to the top of the base, and then push it to the storage bin by a push plate for centralized cleaning. This not only reduces the workload of silt cleaning, but also does not affect the normal opening of the gate, reduces manual workload, and improves the timeliness and efficiency of river dredging and dredging.

Description

Technical Field

[0001] The present invention relates to the technical field of water conservancy projects, and in particular to automated silt clearing equipment for water conservancy projects. Background Art

[0002] In order to facilitate the management of water conservancy projects and water volume control, sluice gates are often set up around reservoirs or river channels to control the water volume in the channel, thereby storing water and preventing floods, and facilitating the rational use of water resources. After the sluice gate is set up, it will be in a closed state for a long time, and silt will accumulate at the bottom and around the outlet due to daily waves and water flow. At the same time, there will be a large amount of silt at the bottom of the river channel due to long-term water storage. When the sluice gate is opened, the silt at the bottom of the river channel will flow downstream with the water flow, causing blockage of the downstream river channel and outlet. Therefore, it is necessary to regularly dredge the outlet near the sluice gate.

[0003] Currently, dredging of river channels and sluice gates is usually done manually, which is not only time-consuming and labor-intensive, but also ineffective. Furthermore, when dredging silt by boat, the salvaged silt can only be temporarily stored on the hull, requiring repeated transportation, which is inefficient and poses a risk of salvage workers falling into the water. Furthermore, for large areas of silt accumulation at the bottom of the river, using a dredging pump to extract the silt over a large area is too labor-intensive. Furthermore, debris such as glass bottles, metal blocks, and wood blocks may be present in the silt, making it difficult to centrally remove them during the dredging process. Therefore, there is an urgent need for automated dredging equipment for water conservancy projects to solve this problem. Summary of the Invention

[0004] In view of the deficiencies in the prior art, the present invention provides an automated silt removal device for water conservancy projects, which solves the current problems of "low efficiency and large engineering workload".

[0005] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: an automated silt removal device for water conservancy projects, comprising an equipment main body arranged on a dam, the front of the dam is provided with water outlets distributed at equal intervals, the top of the dam is provided with a receiving groove connected to the water outlet, a gate is slidably installed on the inner side of the receiving groove, a bottom platform is fixedly installed at the bottom of the front of the dam, a baffle is fixedly installed on the top of the bottom platform and on the side close to the front of the dam, the top of the baffle is flush with the bottom of the water outlet, a wire retaining net is rotatably installed on the side of the baffle, a storage platform is fixedly installed on the front of the dam and between two adjacent water outlets, the base is located between two adjacent storage platforms, a storage bin is provided inside the storage platform, and two bottoms on both sides of the storage platform are respectively provided with a baffle connected to the storage bin. The bottom trough is connected, and the bottom of the inner side of the storage bin is fixedly installed with a fixed end of a symmetrically distributed hydraulic telescopic rod, and the telescopic end of the hydraulic telescopic rod passes through the bottom trough and extends to the top of the bottom platform. A push plate is fixedly installed on the outer side of the telescopic end of the hydraulic telescopic rod, and the size of the push plate matches the size of the bottom trough. A side groove is provided on the top of the baffle away from the water outlet, and a driving rod is rotatably installed between two adjacent storage platforms and on the inner side of the side groove. A second driving motor is fixedly installed inside the storage platform and on the side of the baffle, and the output end of the second driving motor passes through the storage platform and is fixedly connected to one side of the driving rod. The wire guard net is fixedly installed on the side of the driving rod, and a plurality of evenly distributed elastic steel bars are fixedly installed on the top of the push plate, and the top of the elastic steel bar abuts against the wire guard net.

[0006] As a preferred technical solution of the present invention, a lifting assembly is fixedly installed on the top of the dam, and the lifting assembly includes a fixed frame fixedly installed on the top of the dam, and symmetrically distributed fixed seats are fixedly installed on the top of the fixed frame. A winding roller is rotatably installed between the two fixed seats, and one end of a traction rope is wound around the outside of the winding roller. A first drive motor is fixedly installed on the side of the fixed seat, and the output end of the first drive motor passes through the fixed seat and is fixedly connected to the port of the winding roller. A plurality of side panels are fixedly installed on the back of the fixed frame, and a steering wheel is rotatably installed between two adjacent side panels. The other end of the traction rope is wrapped around the inner side of the steering wheel and fixedly connected to the top of the gate.

[0007] As a preferred technical solution of the present invention, a baffle is fixedly installed on the front of the dam and above the water outlet, a slot is provided below the baffle, and the side of the wire baffle away from the driving rod is clamped on the inner side of the slot.

[0008] As a preferred technical solution of the present invention, a plurality of push plates with equal spacing are fixedly sleeved on the outer side of the telescopic end of the hydraulic telescopic rod, and the push plates on the side where the telescopic ends of two adjacent hydraulic telescopic rods are close to each other abut against each other.

[0009] As a preferred technical solution of the present invention, symmetrically distributed through grooves are opened on the side of the push plate and on both sides of the hydraulic telescopic rod, and symmetrically distributed movable plates are rotatably installed on the inner side of the through grooves. The movable plates can completely block the through grooves, and multiple movable plates are close to one side of the fixed end of the hydraulic telescopic rod and are fixedly installed with blocking bars on the side of the through grooves.

[0010] As a preferred technical solution of the present invention, symmetrically distributed support columns are fixedly installed on the top of the base and on the side away from the water outlet, the top of the support columns abut against the bottom edge of the wire mesh, and an inclined platform is fixedly installed on the side of the base and the storage bin away from the dam.

[0011] As a preferred technical solution of the present invention, a mud pump is provided on the top of the dam, a mud inlet pipe is installed on the front of the mud pump, a mud outlet pipe is installed on the side of the mud pump, one end of the mud pump is fixedly installed on the side of the mud inlet pipe, and the other end of the mud pump extends to the inner bottom of the storage bin.

[0012] Compared with the prior art, the present invention provides an automated dredging device for water conservancy projects, which has the following beneficial effects:

[0013] 1. This kind of automated dredging equipment for water conservancy projects controls and starts the second drive motor through the controller, driving the drive rod to rotate, so that the wire mesh can be rotated to a vertical state, blocking the outside of the water outlet, blocking and filtering the debris in the river water flow. The second drive motor is a forward and reverse motor. When rotating in the reverse direction, it can drive the wire mesh to a horizontal state, push the debris on the surface of the wire mesh to the top of the bottom platform, and then push it to the storage bin for centralized cleaning by the push plate. This not only reduces the workload of silt cleaning, but also does not affect the normal opening of the gate, reduces manual workload, and improves the timeliness and efficiency of river dredging and dredging.

[0014] 2. This kind of automated dredging equipment for water conservancy projects controls the contraction of the hydraulic telescopic rod regularly through a controller, driving the push plate to move between the base and the wire mesh, pushing the silt and solid debris accumulated on the base from the bottom trough to the storage bin. When the hydraulic telescopic rod is fully contracted, the push plate will block the bottom trough. At this time, the staff can centrally clean the silt and debris in the storage bin. After the silt in the base is cleaned, other silt in the river channel will continue to move above the base. This reciprocating process can achieve the effect of centrally cleaning the silt and debris near the outlet. Such regular cleaning can prevent the silt accumulation near the outlet from clogging the outlet.

[0015] 3. This kind of automated dredging equipment for water conservancy projects drives the wire mesh to rotate to a horizontal state. At this time, when the push plate reciprocates, it drives the elastic steel bars to contact the surface of the wire mesh, and the debris adsorbed on the surface of the wire mesh is cleaned and dropped to the top of the base. It not only realizes the centralized cleaning of debris, but also dredges the mesh holes on the surface of the wire mesh, so that after the wire mesh is rotated to a vertical state, the water flow can flow smoothly, further improving the thoroughness of cleaning silt and debris in the river channel.

[0016] 4. This kind of automated dredging equipment for water conservancy projects, through the design of baffles and movable plates, allows silt and other debris to pass through the push plate through the through groove, so that silt and other debris can be retained above the bottom platform. In this way, during the reciprocating motion of the hydraulic telescopic rod, the silt and debris on the riverbed can be smoothly pushed to the storage bin for centralized cleaning. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a schematic diagram of the structure of the present invention;

[0018] Figure 2 This is an enlarged schematic diagram of the structure near the lifting assembly of the present invention;

[0019] Figure 3 For the present invention Figure 1 A schematic diagram of the structure at center A;

[0020] Figure 4 This is an enlarged schematic diagram of the structure near the water outlet of the present invention;

[0021] Figure 5 For the present invention Figure 4 A magnified schematic diagram of the structure at point B in the middle;

[0022] Figure 6 For the present invention Figure 3 A magnified schematic diagram of the structure at point C in the middle;

[0023] Figure 7 For the present invention Figure 3 A magnified schematic diagram of the structure at D in the middle;

[0024] Figure 8 It is an enlarged schematic diagram of the structure near the mud pump of the present invention.

[0025] In the figure: 1. dam; 101. receiving trough; 102. water outlet; 103. baffle; 104. card slot; 2. lifting assembly; 201. fixing frame; 202. winding roller; 203. side plate; 204. steering wheel; 205. first drive motor; 206. traction rope; 207. fixing seat; 3. base; 301. support column; 4. baffle; 401. side trough; 402. drive rod; 5. storage platform; 501. storage bin; 502. hydraulic telescopic rod; 503. bottom trough; 504. push plate; 505. through trough; 506. movable plate; 507. baffle; 508. elastic steel bar; 6. tilting platform; 7. wire mesh; 8. gate; 9. mud pump; 901. mud inlet pipe; 902. mud outlet pipe; 10. mud pump. DETAILED DESCRIPTION

[0026] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. 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 making creative efforts are within the scope of protection of the present invention.

[0027] Example 1: Please refer to Figure 1-8 In this embodiment: an automated silt removal device for a water conservancy project comprises an equipment body arranged on a dam 1, water outlets 102 distributed at equal intervals are provided on the front of the dam 1, a receiving tank 101 communicating with the water outlet 102 is provided on the top of the dam 1, a gate 8 is installed on the inner side of the receiving tank 101 in a sliding manner, a bottom platform 3 is fixedly installed on the bottom of the front of the dam 1, a baffle 4 is fixedly installed on the top of the bottom platform 3 and on the side close to the front of the dam 1, the top of the baffle 4 is flush with the bottom of the water outlet 102, a wire retaining net 7 is rotatably installed on the side of the baffle 4, the front of the dam 1 and located at A storage platform 5 is fixedly installed between two adjacent water outlets 102, and a bottom platform 3 is located between the two adjacent storage platforms 5. A storage bin 501 is provided inside the storage platform 5. Bottom grooves 503 communicating with the storage bin 501 are respectively provided at the bottoms of both sides of the storage platform 5. The fixed ends of symmetrically distributed hydraulic telescopic rods 502 are fixedly installed at the bottom of the inner side of the storage bin 501. The telescopic ends of the hydraulic telescopic rods 502 pass through the bottom grooves 503 and extend to the top of the bottom platform 3. A push plate 504 is fixedly installed on the outer side of the telescopic end of the hydraulic telescopic rod 502. The size of the push plate 504 matches the size of the bottom grooves 503.

[0028] When the gate 8 is closed, the silt and debris in the river channel will continue to accumulate at the bottom of the river channel. Driven by the wind and waves on the water surface, the silt on the river bottom will accumulate above the base 3. At this time, the wire mesh 7 is in a horizontal state. A controller is installed above the embankment 1. The controller regularly controls the contraction of the hydraulic telescopic rod 502 to drive the push plate 504 to move between the base 3 and the wire mesh 7, and push the silt and solid debris accumulated on the base 3 from the bottom trough 503 to the storage bin 501. When the hydraulic telescopic rod 502 is fully contracted, the push plate 504 will block the bottom trough 503. At this time, the staff can centrally clean the silt and debris in the storage bin 501. After the silt in the base 3 is cleaned, the other silt in the river channel will continue to move above the base 3. This reciprocating process can achieve the effect of centrally cleaning the silt and debris near the water outlet 102. Such regular cleaning can prevent the silt accumulation near the water outlet 102 from clogging the water outlet 102.

[0029] When the gate 8 is in the open state, the silt at the bottom of the river will follow the water flow to the top of the base 3. Under the reciprocating motion of the hydraulic telescopic rod 502, the silt can be continuously pushed into the storage bin 501. At the same time, the wire mesh 7 is driven to rotate to a vertical state, which can filter the water flowing through the outlet 102 and block the debris in the river. The staff observes the water outflow of the outlet 102. If the water outflow becomes small, the gate 8 is closed and the wire mesh 7 is driven to rotate to a horizontal state. The debris accumulated on the surface of the wire mesh 7 falls onto the base 3. The hydraulic telescopic rod 502 contracts and drives the push plate 504 to push the debris into the storage bin 501 for centralized cleaning. In this way, whether the gate 8 is closed or open, the silt at the bottom of the river can be cleaned, so that the riverbed silt can be centrally processed, which not only reduces the workload of silt cleaning, but also does not affect the normal opening of the gate 8, reduces manual workload, and improves the timeliness and efficiency of river dredging and desilting.

[0030] As a preferred embodiment, a lifting assembly 2 is fixedly installed on the top of the dam 1, and the lifting assembly 2 includes a fixed frame 201 fixedly installed on the top of the dam 1, and symmetrically distributed fixed seats 207 are fixedly installed on the top of the fixed frame 201. A winding roller 202 is rotatably installed between the two fixed seats 207, and one end of a traction rope 206 is wound around the outer side of the winding roller 202. A first drive motor 205 is fixedly installed on the side of the fixed seat 207, and the output end of the first drive motor 205 passes through the fixed seat 207 and is fixedly connected to the port of the winding roller 202. A plurality of side panels 203 are fixedly installed on the back of the fixed frame 201, and a steering wheel 204 is rotatably installed between two adjacent side panels 203. The other end of the traction rope 206 is wrapped around the inner side of the steering wheel 204 and is fixedly connected to the top of the gate 8. The first drive motor 205 is controlled and started by the controller to drive the winding roller 202 to rotate, so that the traction rope 206 is wound on the winding roller 202 through the steering wheel 204, and the traction rope 206 pulls the gate 8 upward in the receiving groove 101 to open the water outlet 102. The first drive motor 205 is a forward and reverse motor. When it rotates in the reverse direction, the traction rope 206 can be loosened to make the gate 8 move downward to close the water outlet 102.

[0031] As a preferred embodiment, a side groove 401 is provided on the top of the side of the baffle 4 away from the water outlet 102, and a driving rod 402 is rotatably installed between two adjacent storage platforms 5 and located inside the side groove 401. A second driving motor is fixedly installed inside the storage platform 5 and located on the side of the baffle 4. The output end of the second driving motor passes through the storage platform 5 and is fixedly connected to one side of the driving rod 402. The wire screen 7 is fixedly installed on the side of the driving rod 402. The second driving motor is controlled and started by the controller to drive the driving rod 402 to rotate, so that the wire screen 7 can be rotated to a vertical state, blocking the outside of the water outlet 102, blocking and filtering the debris in the river water flow. The second driving motor is a forward and reverse motor. When rotating in the reverse direction, it can drive the wire screen 7 to rotate to a horizontal state, pushing the debris on the surface of the wire screen 7 to the top of the base 3, and then pushed by the push plate 504 to the storage bin 501 for centralized cleaning.

[0032] Example 2: Please refer to Figure 1-8 In this embodiment: a baffle 103 is fixedly installed on the front of the dam 1 and above the water outlet 102, and a slot 104 is provided below the baffle 103. The side of the wire mesh 7 away from the driving rod 402 is clamped in the inner side of the slot 104. In this way, when the gate 8 is open, the top of the wire mesh 7 is clamped in the slot 104. Combined with the impact force of the water flow, the wire mesh 7 can always be in a vertical state, ensuring that the wire mesh 7 effectively filters debris in the water flow.

[0033] As a preferred embodiment, a plurality of push plates 504 are fixedly mounted on the outer side of the telescopic end of the hydraulic telescopic rod 502 and are evenly spaced. The push plates 504 on the side where the telescopic ends of two adjacent hydraulic telescopic rods 502 are close to each other abut against each other. Such a design allows the silt accumulated on the base 3 to be pushed into the storage bin 501 in sections by the push plates 504, thereby avoiding the problem that too much silt cannot completely enter the storage bin 501 when a single push plate 504 is pushing, so that the silt and debris can be pushed into the storage bin 501 in an orderly and thorough manner by the push plates 504.

[0034] As a preferred embodiment, a plurality of evenly distributed elastic steel bars 508 are fixedly installed on the top of the push plate 504, and the top of the elastic steel bar 508 is in contact with the wire mesh 7. When the gate 8 is in the open state, after a lot of debris accumulates on the surface of the wire mesh 7, the wire mesh 7 is driven to rotate to a horizontal state. At this time, when the push plate 504 reciprocates, it drives the elastic steel bar 508 to contact the surface of the wire mesh 7, and the debris adsorbed on the surface of the wire mesh 7 is cleaned and dropped to the top of the base 3, which not only realizes the centralized cleaning of the debris, but also dredges the mesh holes on the surface of the wire mesh 7, so that after the wire mesh 7 is rotated to a vertical state, the water flow can flow smoothly, further improving the thoroughness of cleaning the silt and debris in the river channel.

[0035] Example 3: Please refer to Figure 1-8 In this embodiment, symmetrically distributed through grooves 505 are opened on the sides of the push plate 504 and on both sides of the hydraulic telescopic rod 502, and symmetrically distributed movable plates 506 are rotatably installed on the inner sides of the through grooves 505. The movable plates 506 can completely block the through grooves 505. A plurality of movable plates 506 are fixedly installed with a stop bar 507 on one side of the fixed end of the hydraulic telescopic rod 502 and on the side of the through groove 505. With such a design, when the hydraulic telescopic rod 502 is retracted, the stop bar 507 blocks the movable plates 506 due to inertia and the squeezing of the silt on the movable plates 506. The movable plate 506 is in a closed state, and can push silt and other debris into the storage bin 501. When the hydraulic telescopic rod 502 is extended, under the action of inertia and the squeezing of the movable plate 506 by silt and other debris, in the absence of the blocking bar 507, the movable plate 506 will rotate and open, and silt and other debris will pass through the push plate 504 through the through groove 505, so that the silt and other debris can be retained above the base 3. In this way, during the reciprocating motion of the hydraulic telescopic rod 502, the silt and debris on the riverbed can be smoothly pushed into the storage bin 501 for centralized cleaning.

[0036] As a preferred embodiment, symmetrically distributed support columns 301 are fixedly installed on the top of the base 3 and on the side away from the water outlet 102. The top of the support column 301 abuts against the bottom edge of the wire mesh 7. The design of the support column 301 can support the wire mesh 7 in a horizontal state. An inclined platform 6 is fixedly installed on the side of the base 3 and the storage bin 501 away from the dam 1. The inclined platform 6, the storage platform 5 and the base 3 are all cast by concrete at the beginning of the construction of the dam 1. The design of the inclined platform 6 can strengthen the stability of the base 3, and at the same time allow the riverbed silt to flow smoothly to the base 3, making it convenient to clean up silt and other debris.

[0037] As a preferred embodiment, a mud pump 9 is provided on the top of the dam 1, a mud inlet pipe 901 is installed on the front of the mud pump 9, a mud outlet pipe 902 is installed on the side of the mud pump 9, one end of a mud pumping pipe 10 is fixedly installed on the side of the mud inlet pipe 901, and the other end of the mud pumping pipe 10 extends to the inner bottom of the storage bin 501. The silt entering the storage bin 501 is sucked by the mud pump 9 and the mud pumping pipe 10. At the same time, during the dredging process, the water in the river channel will enter the storage bin 501 through the bottom trough 503. When the silt is pushed into the storage bin 501, the silt will be mixed and diluted with the water in the storage bin 501, which is convenient for the mud pumping pipe 10 to suck the silt. At the same time, solid debris such as glass bottles, metal blocks, and wood blocks entering the storage bin 501 can be centrally salvaged and cleaned by the staff using corresponding salvage tools.

[0038] Finally, it should be noted that the above are merely preferred embodiments of the present invention and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art will be able to modify the technical solutions described in the aforementioned embodiments or substitute equivalents for some of the technical features therein. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of the present invention shall be included within the scope of protection of the present invention.

Claims

1. An automated silt removal device for a water conservancy project, comprising a device body disposed on a dam, characterized in that: The front of the dam is provided with water outlets distributed at equal intervals, the top of the dam is provided with a receiving groove connected to the water outlet, the inner side of the receiving groove is slidably plugged with a gate, the bottom of the front of the dam is fixedly installed with a base, the top of the base and the side close to the front of the dam are fixedly installed with a baffle, the top of the baffle is flush with the bottom of the water outlet, the side of the baffle is rotatably installed with a wire retaining net, the front of the dam and between two adjacent water outlets are fixedly installed with a storage platform, the base is located between two adjacent storage platforms, a storage bin is provided inside the storage platform, the bottom of both sides of the storage platform are respectively provided with bottom grooves connected to the storage bin, the bottom of the inner side of the storage bin is fixedly installed with symmetrically distributed The fixed end of the hydraulic telescopic rod, the telescopic end of the hydraulic telescopic rod passes through the bottom groove and extends to the top of the bottom platform, and a push plate is fixedly installed on the outer side of the telescopic end of the hydraulic telescopic rod, the size of the push plate is consistent with the size of the bottom groove, and a side groove is provided on the top of the baffle away from the water outlet, and a driving rod is rotatably installed between two adjacent storage platforms and on the inner side of the side groove. A second driving motor is fixedly installed inside the storage platform and on the side of the baffle, and the output end of the second driving motor passes through the storage platform and is fixedly connected to one side of the driving rod, the wire guard net is fixedly installed on the side of the driving rod, and a plurality of evenly distributed elastic steel bars are fixedly installed on the top of the push plate, and the top of the elastic steel bar abuts against the wire guard net.

2. The automated dredging equipment for water conservancy projects according to claim 1, characterized in that: A lifting assembly is fixedly installed on the top of the dam, and the lifting assembly includes a fixed frame fixedly installed on the top of the dam, and symmetrically distributed fixed seats are fixedly installed on the top of the fixed frame. A winding roller is rotatably installed between the two fixed seats, and one end of a traction rope is wound around the outer side of the winding roller. A first drive motor is fixedly installed on the side of the fixed seat, and the output end of the first drive motor passes through the fixed seat and is fixedly connected to the port of the winding roller. A plurality of side panels are fixedly installed on the back of the fixed frame, and a steering wheel is rotatably installed between two adjacent side panels. The other end of the traction rope is wrapped around the inner side of the steering wheel and fixedly connected to the top of the gate.

3. The automated dredging equipment for water conservancy projects according to claim 1, characterized in that: A blocking rod is fixedly installed on the front of the dam and above the water outlet, and a clamping slot is provided below the blocking rod. The side of the steel wire blocking net away from the driving rod is clamped on the inner side of the clamping slot.

4. The automated dredging equipment for water conservancy projects according to claim 1, characterized in that: A plurality of push plates distributed at equal intervals are fixedly sleeved and installed on the outer side of the telescopic end of the hydraulic telescopic rod, and the push plates on the side where the telescopic ends of two adjacent hydraulic telescopic rods are close to each other abut against each other.

5. The automated dredging equipment for water conservancy projects according to claim 4, characterized in that: Symmetrically distributed through grooves are provided on the side of the push plate and on both sides of the hydraulic telescopic rod. Symmetrically distributed movable plates are rotatably installed on the inner side of the through grooves. The movable plates can completely block the through grooves. Multiple movable plates are close to one side of the fixed end of the hydraulic telescopic rod and are fixedly installed with blocking bars on the side of the through grooves.

6. The automated dredging equipment for water conservancy projects according to claim 1, characterized in that: Symmetrically distributed support columns are fixedly installed on the top of the base and on the side away from the water outlet. The tops of the support columns abut against the bottom edges of the wire mesh. An inclined platform is fixedly installed on the side of the base and the storage bin away from the dam.

7. The automated dredging equipment for water conservancy projects according to claim 1, characterized in that: A mud pump is provided on the top of the dam, a mud inlet pipe is installed on the front of the mud pump, a mud outlet pipe is installed on the side of the mud pump, one end of the mud pump is fixedly installed on the side of the mud inlet pipe, and the other end of the mud pump extends to the inner bottom of the storage bin.

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