A dam water level monitoring device and an automatic gate control method

Abstract

The application relates to the technical field of dam water level monitoring, in particular to a dam water level monitoring device and a gate automatic control method, which comprises a moving assembly, a left-right piece and an up-down piece, the left-right piece is arranged on the accommodating piece, and the up-down piece is arranged on the accommodating piece; and an installation assembly, the installation assembly comprises a pushing piece, a rotating piece and an assembling piece, the pushing piece is arranged on the left-right piece, the rotating piece is arranged on the pushing piece, and the assembling piece is arranged on the pushing piece; through mutual cooperation of the moving assembly and the installation assembly, dam water level detection can be flexibly carried out, equipment can be conveniently replaced, real-time monitoring and rapid response can be realized through linkage control of the dam gate automatic control method, labor intensity is reduced, work efficiency is improved, automatic linkage control makes the opening and closing of the gate more accurately adjusted according to actual requirements, and resource waste is avoided.

Description

Technical Field

[0001] This invention relates to the technical field of dam water level monitoring, and in particular to a dam water level monitoring device and an automatic gate control method. Background Technology

[0002] Existing hydropower stations typically rely on manual monitoring of dam water levels and determination of whether remote gate opening and closing operations are necessary to control the dam water level. This method has the disadvantages of increasing the workload of operators and slow response.

[0003] Located in a mountainous valley area prone to natural disasters such as earthquakes, flash floods, and mudslides, the dam often experiences communication and power line outages and road blockages, making it difficult for dam duty personnel to evacuate and preventing power station support personnel from arriving in time. As a result, the dam gates are left unattended and out of control, making it impossible to operate the gates or regulate the dam water level, which poses certain safety risks. Summary of the Invention

[0004] In view of the above-mentioned drawbacks of manual monitoring of dam water levels, such as increased labor intensity for operators, slow response, and the fact that when communication is interrupted, the dam gates are in an uncontrolled state without operation, making it impossible to operate the gates or regulate the dam water level, which poses certain safety risks, this invention is proposed.

[0005] Therefore, the purpose of this invention is to provide a dam water level monitoring device and an automatic gate control method.

[0006] To solve the above-mentioned technical problems, the present invention provides the following technical solution: a dam water level monitoring device, comprising,

[0007] A movable component includes a receiving member, left and right members, and a top and bottom member, wherein the left and right members are disposed on the receiving member, and the top and bottom members are disposed on the receiving member; and,

[0008] The mounting assembly includes a pusher, a rotating member, and an assembly, wherein the pusher is disposed on the left and right members, the rotating member is disposed on the pusher, and the assembly is disposed on the pusher.

[0009] In a preferred embodiment of the dam water level monitoring device of the present invention, the accommodating component includes a reservoir gate, a flood discharge gate, a trash rack, and an installation frame, wherein the flood discharge gate, the trash rack, and the installation frame are disposed on the reservoir gate.

[0010] In a preferred embodiment of the dam water level monitoring device of the present invention, the left and right components include a transverse sliding groove, a transverse sliding column, a moving block, a connecting block, and an installation block. The transverse sliding groove is disposed on the installation frame, the transverse sliding column is disposed on the transverse sliding groove, the moving block is disposed on the transverse sliding column, the connecting block is disposed on the moving block, and the installation block is disposed on the connecting block.

[0011] In a preferred embodiment of the dam water level monitoring device of the present invention, the upper and lower components include an ascending groove, a limiting column, a limiting groove, and a positioning groove. The ascending groove and the limiting column are disposed on the mounting frame, the limiting groove is disposed on the limiting column, and the positioning groove is disposed on the ascending groove.

[0012] In a preferred embodiment of the dam water level monitoring device of the present invention, the pushing component includes an auxiliary groove, a rotating block, a pushing groove, a follower block, a pushing plate, a positioning plate, and an auxiliary block. The auxiliary groove is disposed on the mounting block, the rotating block is disposed on the auxiliary groove, the pushing groove and the follower block are disposed on the rotating block, the pushing plate is disposed on the pushing groove, the positioning plate is disposed on the pushing plate, and the auxiliary block is disposed on the pushing plate.

[0013] In a preferred embodiment of the dam water level monitoring device of the present invention, the rotating component includes an entry groove, a first spring, an entry column, an adapter block, and a rotating groove. The entry groove is disposed on the auxiliary block, the first spring is disposed on the entry groove, the entry column is disposed on the first spring, the adapter block is disposed on the entry column, and the rotating groove is disposed on the adapter block.

[0014] In a preferred embodiment of the dam water level monitoring device of the present invention, the assembly includes a first nut block, a pressure water level gauge, an auxiliary pipe, a second nut block, a connecting block, and a radar water level gauge. The first nut block is disposed on the follower block, the pressure water level gauge is disposed on the first nut block, the auxiliary pipe is disposed on the adapter block, the second nut block is disposed on the mounting block, the connecting block is disposed on the second nut block, and the radar water level gauge is disposed on the connecting block.

[0015] An automatic control method for dam gates, including the aforementioned dam water level monitoring device, comprises the following steps:

[0016] The dam water level signal is collected using the assembly.

[0017] The collected water level signals are processed and analyzed to obtain the calculated water level value;

[0018] The gates are automatically opened and closed based on the calculated water level.

[0019] As a preferred embodiment of the automatic control method for dam gates described in this invention, the signal output is connected to the local control unit of the dam, and the validity judgment logic of the water level signal is set in the local control unit.

[0020] As a preferred embodiment of the automatic control method for dam gates described in this invention, its validity judgment logic includes filtering, threshold setting, fault-tolerant filtering, and measurement value validity verification processes.

[0021] The beneficial effects of this invention are as follows: through the cooperation of the moving components and the installation components, the entire device can flexibly monitor the dam water level and conveniently replace equipment. Furthermore, through the linkage control of the automatic control method for dam gates, real-time monitoring and rapid response can be achieved, as well as reducing labor intensity and improving work efficiency. The automated linkage control allows the opening and closing of the gates to be adjusted more precisely according to actual needs, avoiding waste of resources.

[0022] It can also reduce the need for manual operation and the corresponding human error. In the event of natural disasters such as earthquakes, flash floods or mudslides, it can take rapid measures, such as automatically raising the gates to release floodwater, effectively preventing the dam from operating above the water level or the dam from overflowing, and significantly improving the power station's ability to manage dam safety. Attached Figure Description

[0023] To more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the following description of the embodiments will be briefly introduced. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0024] Figure 1 This is a schematic diagram of the overall structure of a dam water level monitoring device according to the present invention.

[0025] Figure 2 This is a top view schematic diagram of a dam water level monitoring device according to the present invention.

[0026] Figure 3 This is a partial structural schematic diagram of a dam water level monitoring device according to the present invention.

[0027] Figure 4 This is a schematic diagram of the left and right components of a dam water level monitoring device according to the present invention.

[0028] Figure 5 This is a schematic diagram of the upper and lower components of a dam water level monitoring device according to the present invention.

[0029] Figure 6This is a schematic diagram of the pusher structure of a dam water level monitoring device according to the present invention.

[0030] Figure 7 This is a schematic diagram of the pushing component of a dam water level monitoring device according to the present invention.

[0031] Figure 8 This is a schematic diagram of the installation components of a dam water level monitoring device according to the present invention.

[0032] Figure 9 This invention relates to a dam water level monitoring device. Figure 8 Enlarged schematic diagram of structure A in the middle. Detailed Implementation

[0033] To make the above-mentioned objects, features and advantages of the present invention more apparent and understandable, the specific embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

[0034] Many specific details are set forth in the following description in order to provide a full understanding of the invention. However, the invention may also be practiced in other ways different from those described herein, and those skilled in the art can make similar extensions without departing from the spirit of the invention. Therefore, the invention is not limited to the specific embodiments disclosed below.

[0035] Secondly, the term "an embodiment" or "embodiment" as used herein refers to a specific feature, structure, or characteristic that may be included in at least one implementation of the present invention. The phrase "in one embodiment" appearing in different places in this specification does not necessarily refer to the same embodiment, nor is it a single embodiment or an embodiment selectively excluded from other embodiments.

[0036] Secondly, the present invention is described in detail with reference to the schematic diagrams. When detailing the embodiments of the present invention, for ease of explanation, the cross-sectional views illustrating the device structure may be partially enlarged, not according to the usual scale. Furthermore, the schematic diagrams are merely examples and should not limit the scope of protection of the present invention. In addition, actual fabrication should include three-dimensional spatial dimensions of length, width, and depth.

[0037] Example 1

[0038] Reference Figure 1 - Figure 5 The first embodiment of the present invention provides a dam water level monitoring device. This device includes a movable component 100, which includes a receiving component 101, left and right components 102, and upper and lower components 103. The left and right components 102 are disposed on the receiving component 101, and the upper and lower components 103 are disposed on the receiving component 101. Through the interaction between the receiving component 101, the left and right components 102, and the upper and lower components 103, the water level monitoring device can be adjusted to any position.

[0039] Specifically, the receiving component 101 includes a reservoir gate 101a, a spillway gate 101b, a trash rack 101c, and a mounting frame 101d. The spillway gate 101b, the trash rack 101c, and the mounting frame 101d are mounted on the reservoir gate 101a, which is located on the dam. The spillway gate 101b is movably connected to the reservoir gate 101a, the trash rack 101c is fixedly connected to the reservoir gate 101a, and the mounting frame 101d is fixedly connected to the reservoir gate 101a. The mounting frame 101d is positioned opposite the floodgate 101b and the trash rack 101c. The mounting frame 101d is positioned in the middle of the trash rack 101c. This facilitates the installation of water level monitoring equipment on both sides of the trash rack 101c. The mounting frame 101d has some internal space, which is convenient for designing other structures on it. The connection relationship between the reservoir gate 101a, the floodgate 101b, the trash rack 101c and the mounting frame 101d can be used to construct the initial position for installing the water level monitoring equipment.

[0040] Furthermore, the left and right components 102 include a transverse sliding groove 102a, a transverse sliding column 102b, a moving block 102c, a connecting block 102d, and a mounting block 102e. The transverse sliding groove 102a is disposed on the mounting frame 101d and is formed on the inner side wall of the mounting frame 101d. A transverse sliding groove 102a is provided on both sides of the mounting frame 101d. The transverse sliding column 102b is disposed on the transverse sliding groove 102a and is movably connected to the transverse sliding groove 102a. The transverse sliding column 102b is mounted on two transverse sliding grooves. On slot 102a, a horizontal sliding column 102b is provided on both sides of mounting frame 101d. Each horizontal sliding column 102b is composed of two rectangular columns with a certain distance between them. The rectangular columns on the horizontal sliding column 102b have "L"-shaped slots on their opposite sides to facilitate the movement of objects. A moving block 102c is set on the horizontal sliding column 102b and is movably connected to the horizontal sliding column 102b. There are several moving blocks 102c, and each rectangular column on the horizontal sliding column 102b has a moving block 102c. One, the width of the moving block 102c is equal to one-third of the length of the horizontal moving column 102b, so that the moving block 102c has a certain moving distance on the horizontal moving column 102b. The connecting block 102d is set on the moving block 102c and is fixedly connected to the moving block 102c. The width of the connecting block 102d is the same as that of the moving block 102c. The connecting block 102d is used to connect the moving blocks 102c on the horizontal moving column 102b together, and the connecting block 102d is located between the horizontal moving columns 102b. To facilitate simultaneous control of movement, mounting block 102e is set on connecting block 102d. Mounting block 102e is fixedly connected to connecting block 102d, and its length exceeds the width of transverse column 102b. Mounting block 102e is used to provide an installation position for water level monitoring equipment. In this way, mounting block 102e can move back and forth at the position of transverse column 102b and move left and right on transverse groove 102a under the action of transverse column 102b and transverse groove 102a, avoiding measurement dead zones caused by installation position limitations.

[0041] Furthermore, the upper and lower components 103 include rising grooves 103a, limiting posts 103b, limiting grooves 103c, and positioning grooves 103d. The rising grooves 103a and limiting posts 103b are disposed on the mounting frame 101d. The rising grooves 103a are formed on the mounting frame 101d, and there are several rising grooves 103a. Each rising groove 103a corresponds to and is connected to the transverse moving post 102b. Each side of the transverse moving post 102a has several rising grooves 103a, facilitating the vertical movement of the transverse moving post 102b. The limiting post 103b is fixedly connected to the mounting frame 101d and is located in the middle of the transverse moving post 102b, with its width occupying one-third of the length of the transverse moving post 102b. This allows the moving block 102c to carry the mounting block 103d. The 2e moves on the transverse column 102b, allowing the mounting block 102e to move from one side of the mounting frame 101d to the other side. The limiting column 103b also allows the transverse column 102b to contact and move on its lower side. The limiting groove 103c is provided on the limiting column 103b. The limiting groove 103c is opened on the limiting column 103b and corresponds to the transverse column 102b and also corresponds to the rising groove 103a. The setting of the limiting groove 103c allows the transverse column 102b to move upward and embed into the limiting column 103b when it moves to the appropriate position, and also realizes the function of floating up and down. The positioning groove 103d is provided on the rising groove 103a. The positioning groove 103d is opened on the rising groove 103a and is a rectangular groove with a certain depth opened in the rising groove 103a.

[0042] During operation, by setting an installation frame 101d on the reservoir gate 101a and positioning the installation frame 101d at the corresponding position of the trash rack 101c, the installation blocks 102e on both sides of the installation frame 101d can be moved to both sides of the trash rack 101c. Furthermore, by moving the installation blocks 102e, under the combined action of the moving block 102c on the transverse block and the connecting block 102d on the installation block 102e, the installation blocks 102e can move back and forth corresponding to the position of the trash rack 101c. The adjustment, and the movement of the transverse column 102b on the transverse groove 102a, allow the mounting block 102e to move left and right along with the mounting frame 101d. Finally, under the action of the upper and lower grooves and the limiting groove 103c on the limiting column 103b, the entire mounting block 102e moves upward with the transverse column 102b, making the installation of the water level monitoring equipment flexible and allowing it to be moved to a suitable monitoring position as needed, facilitating the subsequent installation of the monitoring equipment.

[0043] Example 2

[0044] Reference Figure 1 - Figure 9This is the second embodiment of the present invention. This embodiment differs from the first embodiment in that: the device includes a mounting assembly 200, including a pushing member 201, a rotating member 202, and an assembly 203. The pushing member 201 is disposed on the left and right members 102, the rotating member 202 is disposed on the pushing member 201, and the assembly 203 is disposed on the pushing member 201. Through the interaction between the pushing member 201, the rotating member 202, and the assembly 203, and through their action on the moving assembly 100, the entire device can be adjusted and fixed according to the position to be monitored.

[0045] Specifically, the pushing component 201 includes an auxiliary groove 201a, a rotating block 201b, a pushing groove 201c, a follower block 201d, a pushing plate 201e, a positioning plate 201f, and an auxiliary block 201g. The auxiliary groove 201a is disposed on the mounting block 102e and is composed of stepped grooves on both sides and a circular groove connecting the stepped grooves on both sides. It provides a moving space for subsequent equipment movement. The rotating block 201b is disposed on the auxiliary groove 201a and is rotatably connected to the mounting block 102e. The rotating block 201b is cylindrical. The pushing groove 201c and the follower block 201d are disposed on the rotating block 201b. A semi-circular structure is located on one side of the rotating block 201b, creating a groove with a certain amount of movement space in the middle of one side of the rotating block 201b. The follower block 201d is fixedly connected to the rotating block 201b. The follower block 201d is a trapezoidal structure with a certain curvature on one side. The curved side facilitates pushing other contacting objects to move when the rotating block 201b rotates and drives the follower block 201d to move synchronously. The push plate 201e is set on the push groove 201c and is movably connected to the push groove 201c. The push plate 201e has a certain curvature and is close to the center of the rotating block 201b, so that it can be adapted to push the push block to move. The push plate 201e moves in the push groove 201c.

[0046] The positioning plate 201f is mounted on the push plate 201e and is fixedly connected to the push plate 201e. A positioning plate 201f is located on both sides of the push plate 201e. Each positioning plate 201f has an "F" structure, with each "I" section having a different length, allowing for a certain amount of movement. Its movement length is adapted to the auxiliary groove 201a to allow the rotating block 201b to rotate, driving the push plate 201e to move towards the transverse groove 102a. Its "|" section is connected to the push plate 201e. As the push plate 201e moves... The longest part of the positioning plate 201f can be moved into the positioning groove 103d to achieve the function of embedding and fixing, which facilitates the fixing function after the installation block 102e moves up. The auxiliary block 201g is set on the push plate 201e. The auxiliary block 201g is fixedly connected to the push plate 201e and is set in the auxiliary groove 201a. It moves in the auxiliary groove 201a and can restrict the movement of the push plate 201e. The auxiliary block 201g has a "7" structure to meet the movement structure in the auxiliary groove 201a.

[0047] Furthermore, the rotating component 202 includes an entry groove 202a, a first spring 202b, an entry post 202c, an adapter block 202d, and a rotating groove 202e. The entry groove 202a is disposed on the auxiliary block 201g, and the entry groove 202a is formed on the auxiliary block 201g such that a groove of a certain length is formed on one side of the auxiliary block 201g, and it is close to the rotating block 201b. The first spring 202b is disposed on the entry groove 202a, and the first spring 202b is fixed. The entry post 202c is fixedly connected to the entry slot 202a and mounted on the first spring 202b. The entry post 202c can move within the entry post 202c along with the first spring 202b. The entry post 202c has a structure with a straight surface on one side and an arc surface on the other. The straight surface is away from the push slot 201c, and the arc surface is close to the push slot 201c. Thus, when the entry post 202c... c can be biased to push the groove 201c to move. When moving in the opposite direction, it will retract into the groove 202a under the action of the first spring 202b due to the nature of the entering post 202c itself. The adapter block 202d is set on the entering post 202c. The adapter block 202d is movably connected to the entering post 202c. A groove is opened on one side of the adapter block 202d to facilitate the entry of the entering post 202c. The top of the adapter block 202d has a small convex ring that can be embedded into the follower block 201d. The groove inside allows for a knocking sound and force to be generated when the insertion post 202c is squeezed and then released after the fitting is complete, indicating that the insertion post 202c has been installed with the fitting block 202d. The rotating groove 202e is set on the fitting block 202d to facilitate the rotation of the rotating block 201b. When the rotating block 201b moves in the opposite direction, the insertion post 202c will retract into the insertion groove 202a.

[0048] Furthermore, assembly 203 includes a first nut block 203a, a pressure level gauge 203b, an auxiliary pipe 203c, a second nut block 203d, a connecting block 203e, and a radar level gauge 203f. The first nut block 203a is mounted on the follower block 201d and is fixedly connected to it. The first nut block 203a has threads to facilitate threaded connections with other objects. The pressure level gauge 203b is mounted on the first nut block 203a and can be rotatably connected via the threads on the first nut block 203a. It is located between the adapter blocks 202d for easy disassembly and replacement. The auxiliary pipe 203c is mounted on the adapter block 202d and is connected to it. The auxiliary pipe 203c extends into the water to facilitate the extension of the pressure level gauge 203b into the water. The system monitors water levels. A second nut block 203d is mounted on mounting block 102e. There are two second nut blocks 203d, one on each side of the first nut block 203a. The second nut block 203d has threads that allow for connection. A connecting block 203e is mounted on the second nut block 203d and connected to it via threads. One part of the connecting block 203e is threaded, and the other part is a cylindrical tube to protect the object inside. A radar level gauge 203f is mounted on the connecting block 203e and connected to it. The cylindrical part of the connecting block 203e protects the radar level gauge 203f. The radar level gauge 203f does not need to extend into the water; it can monitor water level changes while remaining on the surface.

[0049] Since the entire mounting frame 101d has two mounting blocks 102e, one mounting block 102e is equipped with two radar level gauges 203f and one pressure level gauge 203b, and the other mounting block 102e is equipped with one radar level gauge 203f and two pressure level gauges 203b, each mounting block 102e has a first threaded block and two second threaded blocks on both sides of the first threaded block for adaptation. A single level gauge is connected and installed on the first threaded block in the middle position.

[0050] The remaining structure is the same as that in Example 1.

[0051] Operation process: By installing a pressure-type water level gauge 203b onto the first nut block 203a, its rotation direction is opposite to the direction in which the rotating block 201b drives the follower block 201d to move, thus enabling a threaded connection. Then, by rotating the rotating block 201b and the follower block 201d in the same direction, the push plate 201e on the rotating block 201b drives the positioning plate 201f to move, causing the positioning plate 201f to enter the positioning groove 103d for fixation. Simultaneously, this will cause the auxiliary... When the entry post 202c on block 201g enters with the assistance of the first spring 202b and connects with the adapter block 202d and the first nut block 203a, it will generate a certain release force after compression and knocking sound during entry, which is used as a reminder. Then, the pressure level gauge 203b or radar level gauge 203f is installed on the adapter block 202d. Other pressure level gauges or radar level gauges 203f are installed on the mounting block 102e through the second nut block 203d, so that they can be used for subsequent monitoring operations.

[0052] Example 3

[0053] A third embodiment of the present invention provides an automatic control method for dam gates, comprising the following steps:

[0054] S1. Water level gauge installation stage: Two radar water level gauges 203f (radar 1 and radar 2) and one pressure water level gauge 203b (pressure type 1) are installed at key monitoring points in front of the trash rack 101c of the hydropower station dam. Two pressure water level gauges 203b (pressure type 2 and pressure type 3) and one radar water level gauge 203f (radar 3) are installed behind the trash rack 101c. The selection of these water level gauges is based on their measurement accuracy and adaptability to environmental factors to ensure stable operation under subtropical mountain climate conditions. The installation position of the water level gauges can be adjusted and fixed at will according to the device design to avoid measurement dead zones caused by installation position restrictions. The water level gauges collect dam water level signals.

[0055] S2. Data Transmission and Processing Stage: The collected water level signals are processed and analyzed to obtain the calculated water level value. All water level gauges are connected to the dam's local control unit via cables. The local control unit uses a three-average strategy to process the received water level data: when all water level gauges are working normally, the average value of two radar water level gauges (203f) is used as the control basis; if any radar water level gauge (203f) fails, the data from the other radar water level gauge (203f) is used; if both radar water level gauges (203f) fail, the data from the submersible water level gauge is used. Furthermore, the local control unit is equipped with a filtering algorithm to eliminate noise interference, a threshold value setting to identify water level gauge failures, and fault-tolerant filtering parameters to ensure the system can still operate normally when some equipment fails.

[0056] S3, Water Level Monitoring, Alarm, and Automatic Control Stage: Based on the calculated water level value, the gates are automatically opened and closed. The local control unit analyzes water level trends using real-time and historical data, and determines whether a flood warning needs to be issued based on a preset target water level dead zone (e.g., 1542.15m as the upper limit control water level). When the water level reaches or exceeds this limit, the local control unit automatically sends a signal to the alarm system in the downstream flood discharge area and issues a warning to operators via the SCADA system.

[0057] Under normal communication conditions, operators can manually switch between single control and joint control modes. When joint control mode is selected, the local control unit will automatically perform gate opening and closing operations according to the water level. For example, when the upstream water level is continuously higher than the control water level (default 1542m) and a continuous net inflow is detected, the local control unit will open the sand flushing gate and the flood discharge gate in sequence. The initial opening height of the sand flushing gate is 0.1m, and thereafter the opening height will not exceed 1m each time according to the water level change. If the upstream water level drops to the lower limit control water level or below (e.g., default 1541.85m), the local control unit will close the flood discharge gate 101b in sequence.

[0058] S4. Emergency and Optimization Processing Phase: During gate control, if the opening and closing relay nodes stick together or external electromagnetic interference causes malfunction, the anti-malfunction protection program in the local control unit will monitor in real time and issue a stop command in a timely manner; if the rate of change of the gate opening feedback value is detected to exceed the preset range, an alarm will be automatically activated; in addition, the gate stop control logic has been optimized, and logic has been added to automatically stop the gate if the feedback opening value is greater than or less than the given value during the gate lifting or closing process, so as to prevent the gate from repeatedly rising and falling.

[0059] S5. Simulation Mode Testing Phase: To train operators or conduct system testing, the local control unit has a simulation mode. In this mode, the actual physical gate will not move, but the results of gate operation and the impact of water level changes on the system can be simulated and displayed on the host computer screen in the central control center. This allows operators to familiarize themselves with the operating system or test new parameters without affecting actual production.

[0060] It should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention and are not intended to limit it. Although the present invention has been described in detail with reference to preferred embodiments, those skilled in the art should understand that modifications or equivalent substitutions can be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, and all such modifications or substitutions should be covered within the scope of the claims of the present invention.

Claims

1. A dam water level monitoring device, characterised in that: The utility model relates to a kind of movable assembly and installation assembly, including, Movable assembly (100), including accommodation (101), left and right piece (102) and upper and lower piece (103), the left and right piece (102) is set on the accommodation (101), and the upper and lower piece (103) is set on the accommodation (101);And, Installation assembly (200), including pusher (201), rotating piece (202) and assembly (203), the pusher (201) is set on the left and right piece (102), the rotating piece (202) is set on the pusher (201), and the assembly (203) is set on the pusher (201); The accommodation (101) includes reservoir gate (101a), floodgate (101b), trash rack (101c) and installation frame (101d), and the floodgate (101b), the trash rack (101c) and the installation frame (101d) are set on the reservoir gate (101a); The left and right piece (102) includes transverse moving groove (102a), transverse moving column (102b), moving block (102c), connecting block (102d) and mounting block (102e), and the transverse moving groove (102a) is set on the installation frame (101d), the transverse moving column (102b) is set on the transverse moving groove (102a), the moving block (102c) is set on the transverse moving column (102b), the connecting block (102d) is set on the moving block (102c), and the mounting block (102e) is set on the connecting block (102d); The upper and lower piece (103) includes rising groove (103a), limiting column (103b), limiting groove (103c) and positioning groove (103d), and the rising groove (103a) and the limiting column (103b) are set on the installation frame (101d), the limiting groove (103c) is set on the limiting column (103b), and the positioning groove (103d) is set on the rising groove (103a); Through the interaction between pusher (201), rotating piece (202) and assembly (203), and acting on movable assembly (100), the whole device is installed and fixed.

2. The dam water level monitoring apparatus of claim 1, wherein: The pusher (201) includes auxiliary groove (201a), rotating block (201b), push groove (201c), follow-up block (201d), push plate (201e), positioning plate (201f) and auxiliary block (201g), and the auxiliary groove (201a) is set on the mounting block (102e), the rotating block (201b) is set on the auxiliary groove (201a), the push groove (201c) and the follow-up block (201d) are set on the rotating block (201b), the push plate (201e) is set on the push groove (201c), the positioning plate (201f) is set on the push plate (201e), and the auxiliary block (201g) is set on the push plate (201e).

3. The dam water level monitoring apparatus of claim 2, wherein: The rotating member (202) comprises an entering slot (202a), a first spring (202b), an entering column (202c), an adapting block (202d) and a rotating slot (202e), the entering slot (202a) is arranged on the auxiliary block (201g), the first spring (202b) is arranged on the entering slot (202a), the entering column (202c) is arranged on the first spring (202b), the adapting block (202d) is arranged on the entering column (202c), and the rotating slot (202e) is arranged on the adapting block (202d).

4. The dam water level monitoring apparatus of claim 3, wherein: The assembling member (203) comprises a first nut block (203a), a pressure type water level meter (203b), an auxiliary pipe (203c), a second nut block (203d), a connecting block (203e) and a radar water level meter (203f), the first nut block (203a) is arranged on the follower block (201d), the pressure type water level meter (203b) is arranged on the first nut block (203a), the auxiliary pipe (203c) is arranged on the adapting block (202d), the second nut block (203d) is arranged on the mounting block (102e), the connecting block (203e) is arranged on the second nut block (203d), and the radar water level meter (203f) is arranged on the connecting block (203e).

5. A dam gate automatic control method, comprising the dam water level monitoring device according to any one of claims 1-4, comprising the following steps: Collecting dam water level signals through the assembling member (203); Processing and analyzing the collected water level signals to obtain a calculated water level value; According to the calculated water level value, automatically controlling the opening and closing of the gate.

6. The method of claim 5, wherein: Connecting the signal output to the dam local control unit, and setting the effectiveness judgment logic of the water level signal in the local control unit.

7. The method of claim 6, wherein: The effectiveness judgment logic includes filtering, threshold setting, fault tolerance filtering and measurement value effectiveness verification process.

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