Ship lock floating bollard intelligent monitoring system, monitoring method thereof and storage medium

By installing stress-strain detectors and elevation detectors on floating bollards and combining them with server analysis, the problem of lagging monitoring of floating bollards was solved, enabling real-time monitoring and safety assurance of floating bollards.

CN121346902APending Publication Date: 2026-01-16YELLOW RIVER ENG CONSULTING CO LTD
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Patent Information

Application Number
CN202511720856.0
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-11-21
Publication Date
2026-01-16

AI Technical Summary

Technical Problem

The existing floating bollards lack real-time monitoring capabilities, making it impossible to determine their location and stress status in a timely manner. This leads to delays in lock operation scheduling and management, affecting navigation safety.

Method used

The stress and height of the floating mooring bollard are monitored in real time using stress-strain detectors and elevation detectors. The data is analyzed by a server and alarm information is sent. Combined with stress-strain curve analysis, the structural health status is analyzed, realizing intelligent monitoring of the floating mooring bollard.

Benefits of technology

It enables real-time monitoring of floating bollards, timely detection of potential safety hazards, ensures safe navigation through the lock, and avoids safety risks caused by mooring problems.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention discloses a ship lock floating bollard intelligent monitoring system, a monitoring method thereof and a storage medium. The ship lock floating bollard intelligent monitoring system comprises a floating bollard, a stress-strain detector used for monitoring mooring force, an elevation detector used for monitoring the height of the floating bollard and a server. The stress-strain detector is arranged on the floating bollard, the server is arranged in a lock chamber management center, and the elevation detector is arranged on the top of a lock chamber; the detection data output ends of the stress-strain detector and the elevation detector are respectively in communication connection with the I / O interface of the server; and the server is used for receiving, storing and analyzing real-time detection data sent by the elevation detector and the stress-strain detector. According to the invention, existing potential safety hazards can be found and detected in time at the first time, the problem of ship mooring caused by various factors is avoided, and a solid guarantee is provided for navigation safety of the ship lock.
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Description

Technical Field

[0001] This invention relates to lock monitoring technology, and in particular to a smart monitoring system for floating mooring bollards in locks, its monitoring method, and storage medium. Background Technology

[0002] Currently, floating bollards are used in many large locks both domestically and internationally. However, most of these floating bollards are simply mechanical structures without the ability to collect and analyze physical information. They cannot monitor the position and stress of the floating bollards in real time, making it difficult to determine whether the bollards and related facilities are functioning properly. This results in a certain degree of lag in the operation and management of the locks, which in turn affects navigation safety. Summary of the Invention

[0003] In view of this, the purpose of this invention is to provide a smart monitoring system for floating bollards of a ship lock, as well as its monitoring method and storage medium, to ensure the safe operation of the ship lock.

[0004] To achieve the above objectives, the present invention adopts the following technical solution: The intelligent monitoring system for floating bollards in a lock according to the present invention includes a floating bollard, a stress-strain detector for monitoring the mooring force, an elevation detector for monitoring the height of the floating bollard, and a server. The stress-strain detector is installed on the floating bollard, the server is located in the lock chamber management center, and the elevation detector is installed on the top of the lock chamber. The detection data output terminals of the stress-strain detector and the elevation detector are respectively connected to the server's I / O interface. The server is used to receive, store, and analyze the real-time detection data sent by the elevation detector and the stress-strain detector.

[0005] Alternatively, the floating bollard consists of a column, a crossbeam fixed to the column, bolts fixed to the crossbeam, and a buoy fixed to the bottom of the column; several rollers are arranged vertically at intervals on the side of the column, and the column is connected to a vertical track fixed to the side wall of the lock chamber by means of the rollers.

[0006] The present invention implements a monitoring method for the intelligent monitoring system of the floating bollards in the lock, comprising the following steps: Step 1, downstream vessel upstream operating conditions; Step 1.1, Mooring Stage: The downstream vessel enters the lock chamber and, according to the operating procedures, fixes several cables to the bolts of the corresponding floating bollards. At this time, the stress and strain detectors on each floating bollard send stress detection signals to the server. If the stress values ​​of each floating bollard tend to be stable and consistent, it indicates that the vessel has successfully completed the mooring operation. Step 1.2, Gate Chamber Water Injection Stage: Step 1.2.1: The water level in the lock chamber begins to rise gradually. At this time, each floating bollard will rise along the vertical track as the water level rises. Simultaneously, the elevation detector sends elevation detection signals of each floating bollard to the server. The server compares the received elevation signals with the operating condition water level set by the lock chamber management center. If the elevation of each floating bollard rises synchronously and stably and is consistent with the operating condition water level set by the lock chamber management center, it indicates that each floating bollard is operating normally without any obstruction. Step 1.2.2: If the elevation of a certain floating bollard is less than the operating water level elevation set by the lock chamber management center, the server will indicate that the vertical track of the floating bollard may be blocked and send an alarm message to the lock management personnel. Step 1.2.3: If the stress value of a certain floating bollard suddenly approaches zero, the server will indicate that the bollard cable has fallen off or broken. At this time, the system will send an alarm message to the lock management personnel to warn the relevant vessels that the cable working status is abnormal. Step 1.2.4: If the stress value of each floating mooring bollard fluctuates beyond the set value of the operating condition, the server will indicate that the water flow in the lock chamber is complex and the water discharge hole of the water conveyance channel may not be discharging normally. An alarm message will be sent to the lock management personnel to remind them to check the water conveyance channel. Step 1.2.5: The server analyzes the stress-strain detection data of each floating bollard in real time. By analyzing the slope of the stress-strain curve and the characteristic data of strain amplitude, the server determines the structural health status of each floating bollard. If the strain of a floating bollard under the same stress state is significantly larger, it indicates that there is damage inside the structure of the floating bollard or that the structural material has degraded. The server sends an alarm message to the lock management personnel, prompting them to check the floating bollard in time. Step 1.2.6: After the lock chamber is filled with water, upstream vessels will exit the lock chamber in sequence. Step 2, Downstream vessel operating conditions: Step 2.1, Mooring Stage: The upstream vessel enters the lock chamber and, in accordance with the operating procedures, fixes several cables to the bolts of the corresponding floating bollards. At this time, the stress and strain detectors on each floating bollard send stress detection signals to the server. If the stress values ​​of each floating bollard tend to be stable and consistent, it indicates that the vessel has successfully completed the mooring operation. Step 2.2, Gate Chamber Discharge Stage: Step 2.2.1: The water level in the lock chamber begins to drop. At this time, each floating bollard will descend along the vertical track as the water level drops. Simultaneously, the elevation detector sends elevation detection signals of each floating bollard to the server. The server compares the received elevation signals with the operating condition water level set by the lock chamber management center. If the elevation of each floating bollard drops synchronously and stably and is consistent with the operating condition water level set by the lock chamber management center, it indicates that each floating bollard is operating normally without any obstruction. Step 2.2.2: If the stress value of a certain floating bollard suddenly approaches zero, the server will indicate that the cable of the floating bollard has fallen off or broken, and send an alarm message to the lock management personnel that the cable is in an abnormal working state. Step 2.2.3: If the stress value of each floating mooring bollard fluctuates beyond the set value of the operating condition, the server will indicate that the water flow in the lock chamber is complex and the water discharge hole of the water conveyance channel may not be discharging normally. An alarm message will be sent to the lock management personnel to remind them to check the water conveyance channel. Step 2.2.4: The server analyzes the stress and strain detection data of each floating bollard in real time. By analyzing the slope of the stress-strain curve and the characteristic data of strain amplitude, the server determines the structural health status of each floating bollard. If the strain of a floating bollard under the same stress state increases significantly, the server sends an alarm message to the lock management personnel, prompting them to check the floating bollard in time. Step 2.2.5: If the elevation of a certain floating bollard is greater than the operating water level elevation set by the lock chamber management center, the server will indicate that the vertical track of the floating bollard may be blocked and send an alarm message to the lock management personnel. Step 2.2.6: The lock chamber is discharged, and downstream vessels exit the lock chamber in sequence.

[0007] The present invention also provides a computer-readable storage medium, which may be in the form of a USB flash drive, a portable hard drive, a read-only memory (ROM), a random access memory (RAM), a disk, or an optical disk, etc.; the storage medium stores a computer program, and after the server's processor loads and runs the program, it can execute the various steps in the monitoring method of the intelligent monitoring system for floating bollards of locks.

[0008] This invention, based on Internet of Things (IoT) technology, integrates hardware and supporting software to collect and analyze the position and stress information of all floating bollards in a lock. Based on this information, it provides scientific and reasonable suggestions for the operation and management of the lock. Compared with existing floating bollards that are purely mechanical structures, this invention enables the timely detection and assessment of potential safety hazards, avoiding ship mooring problems caused by various factors, and providing a solid guarantee for the safe navigation of the lock. Attached Figure Description

[0009] Appendix Figure 1 This is a flowchart of the monitoring method of the intelligent monitoring system for floating bollards in locks as described in this invention.

[0010] Appendix Figure 2 This is an elevation change curve of the vertical track of the No. 3 (3'#) floating mooring bollard during the water injection stage of the lock chamber as described in this embodiment of the invention, showing the situation of blockage.

[0011] Appendix Figure 3 This is a stress-time curve diagram of the cable of the No. 3 (3´#) floating mooring bollard described in the embodiment of the present invention when it falls off or breaks.

[0012] Appendix Figure 4 This is a stress-time curve diagram of the stress detection values ​​of floating bollards 1#, 2#, and 3# (1´#, 2´#, 3´#) in an embodiment of the present invention, showing large and small fluctuations exceeding the set values. If the fluctuation amplitude is too large, it indicates that the water flow in the lock chamber may not be stable enough, and the lock water conveyance system needs to be checked.

[0013] Appendix Figure 5 This is a schematic diagram of the plan layout of the intelligent monitoring system for floating bollards in a lock as described in an embodiment of the present invention.

[0014] Appendix Figure 6 This is a schematic diagram of the structure of the floating mooring bollard described in an embodiment of the present invention.

[0015] Appendix Figure 7 This is a stress-time curve diagram showing that the stress detection values ​​of floating mooring bollards 1#, 2#, and 3# (1´#, 2´#, 3´#) described in the embodiment of the present invention tend to be stable and consistent.

[0016] Appendix Figure 8 This is an elevation change curve of the floating mooring bollards 1#, 2#, and 3# (1´#, 2´#, 3´#) as the water level rises synchronously and steadily, as described in the embodiments of the present invention.

[0017] Appendix Figure 9 The stress-strain curve of the floating mooring bollard described in the embodiment of the present invention shows a significant increase in structural strain under the same stress state.

[0018] Appendix Figure 10 This is a curve showing the elevation change when the vertical track of the floating mooring bollard #3 (3´#) becomes blocked during the gate chamber discharge stage as described in this embodiment of the invention. Detailed Implementation

[0019] The embodiments of the present invention will be described in detail below with reference to the accompanying drawings. These embodiments are implemented based on the technical solution of the present invention, and detailed implementation methods and specific operation processes are given. However, the scope of protection of the present invention is not limited to the following embodiments.

[0020] It should be noted that, in the description of this invention, relational terms such as “first” and “second” are used only to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations.

[0021] In the description of this invention, unless otherwise explicitly specified and limited, the terms "connected" and "linked" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art will understand the specific meaning of the above terms in this invention based on the specific circumstances.

[0022] The intelligent monitoring system for floating bollards in locks described in this invention, such as Figure 5 , 6 As shown, the system includes a floating bollard 1, a stress-strain detector 2 for monitoring the mooring force, an elevation detector 3 (laser rangefinder) for monitoring the height of the floating bollard 1, and a server 4. The stress-strain detector 2 is installed on the floating bollard 1, the server 4 is located in the lock chamber management center 5, and the elevation detector 3 is installed on the top 6 of the lock chamber. The data output terminals of the stress-strain detector 2 and the elevation detector 3 are respectively connected to the I / O interface of the server 4. The server 4 is used to receive, store, and analyze the real-time detection data sent by the elevation detector 3 and the stress-strain detector 2, and recommend lock scheduling and management schemes for lock management personnel based on the analysis of the detection data.

[0023] Advantageously or exemplaryly, the floating bollard consists of a column 1.1, a crossbeam 1.2 fixed to the column 1.1, a cable bolt 1.3 fixed to the crossbeam 1.2, and a buoy 1.4 fixed to the bottom of the column 1.1; a stress-strain detector 2 is installed on the crossbeam 1.2, and several rollers (hidden in the figure) are arranged vertically at intervals on the side of the column 1.1, and the column 1.1 is connected to the vertical rail 7 fixed to the side wall of the lock chamber by the rollers.

[0024] like Figure 1 As shown, the monitoring method of the intelligent monitoring system for the floating bollards of the lock, as described in this invention, includes the following steps: Step 1, downstream vessels going upstream (lock chamber filling). Step 1.1, Mooring Stage: Downstream vessels enter the lock chamber, and according to the operating procedures, several cables are secured to the bolts of the corresponding floating bollards; for example... Figure 5 As shown in the attached diagram, in this embodiment, a vessel passing through the lock fixes three cables to bolts 1.3 of floating bollards 1#, 2#, and 3# respectively. At this time, the stress and strain detectors on floating bollards 1#, 2#, and 3# send stress detection signals to the server. If the stress values ​​of floating bollards 1#, 2#, and 3# tend to be stable and consistent, it indicates that the vessel passing through the lock has successfully completed the mooring operation. Figure 7 As shown; Step 1.2, Gate Chamber Water Injection Stage: Step 1.2.1: The water level inside the lock chamber begins to rise gradually. At this time, floating bollards #1, #2, and #3 will rise along the vertical track as the water level rises. Simultaneously, the elevation detector sends elevation detection signals for each floating bollard to the server. The server compares the received elevation signals with the operating condition water level set by the lock chamber management center. If the elevation of each floating bollard rises synchronously and stably and matches the operating condition water level set by the lock chamber management center, as shown in the attached diagram... Figure 8 As shown, this indicates that floating bollards #1, #2, and #3 are operating normally without obstruction. Step 1.2.2: If the elevation of a floating bollard is lower than the operating water level set by the lock chamber management center, the server will indicate that the vertical track of the floating bollard may be blocked, send an alarm message to the lock management personnel, and recommend a solution; Figure 2 As shown, this embodiment takes the case of a blockage in the vertical track of the No. 3 floating bollard as an example; Step 1.2.3: If the stress value of a floating bollard abruptly approaches zero, the server indicates that the bollard cable has detached or broken. At this time, the system will send an alarm message to the lock management personnel, recommend a handling solution, and simultaneously warn relevant vessels via broadcasts that the cable's working status is abnormal. Figure 3 As shown, this embodiment takes the case where the cable of the No. 3 floating bollard has come loose or broken as an example. Step 1.2.4: If the stress values ​​of each floating mooring bollard fluctuate beyond the set operating conditions, the server will indicate that the water flow in the lock chamber is complex and the drainage holes in the water conveyance channel may not be discharging normally. An alarm will be sent to the lock management personnel, reminding them to inspect the water conveyance channel. Figure 4 As shown, this embodiment takes the case where the stress detection values ​​sent by floating bollards #1, #2, and #3 fluctuate greatly and exceed the set value as an example; Step 1.2.5: The server analyzes the stress-strain detection data of each floating mooring bollard in real time. By analyzing the slope of the stress-strain curve and the characteristic data of strain amplitude, the structural health status of each floating mooring bollard is determined. If a floating mooring bollard shows a significant increase in strain under the same stress state, such as... Figure 9 As shown, this indicates that there is damage inside the structure of the floating bollard or that the structural materials have degraded; at this time, the server sends an alarm message to the lock management personnel, prompting them to check the floating bollard in time. Step 1.2.6: After the lock chamber is filled with water, the upstream vessels will exit the lock chamber in sequence. Step 2, Downstream vessel passage through the lock (lock chamber water discharge): Step 2.1, Mooring Stage: Upstream vessels entering the lock chamber will have several cables secured to the corresponding anchor bolts on each floating bollard, according to operating procedures. Figure 5 As shown in the attached diagram; in this embodiment, a vessel passing through the lock secures three cables to the bolts of floating bollards #1, #2, and #3 respectively. At this time, the stress-strain detectors on the floating bollards send stress detection signals to the server. If the stress values ​​of each floating bollard tend to be stable and consistent, it indicates that the vessel passing through the lock has successfully completed the mooring operation, as shown in the attached diagram. Figure 7 As shown; Step 2.2, Gate Chamber Discharge Stage: Step 2.2.1: The water level in the lock chamber begins to drop. At this time, floating bollards #1, #2, and #3 will descend along the vertical track as the water level drops. Simultaneously, the elevation detector sends elevation detection signals for each floating bollard to the server. The server compares the received elevation signals with the operating condition water level set by the lock chamber management center. If the elevations of each floating bollard drop synchronously and stably and match the operating condition water level set by the lock chamber management center, as shown in the attached diagram... Figure 8 The diagram shows the occurrence of unobstructed operation of floating bollards 1'#, 2'#, and 3'#. Step 2.2.2: If the stress value of a floating bollard abruptly approaches zero, the server indicates that the bollard cable has detached or broken. At this time, the system will send an alarm message to the lock management personnel, recommend a handling solution, and simultaneously warn relevant vessels via broadcasts that the cable's working status is abnormal. Figure 3 As shown, this embodiment takes the case where the cable of the No. 3 floating mooring bollard has come loose or broken as an example; Step 2.2.3: If the stress values ​​of each floating mooring bollard fluctuate beyond the set operating conditions, the server will indicate that the water flow in the lock chamber is complex and the drainage holes in the water conveyance channel may not be discharging normally. An alarm will be sent to the lock management personnel, reminding them to inspect the water conveyance channel. Figure 4As shown, this embodiment takes the case where the stress detection values ​​sent by floating bollards 1'#, 2'#, and 3'# fluctuate greatly and exceed the set value as an example; Step 2.2.4: The server analyzes the stress-strain detection data of each floating mooring bollard in real time. By analyzing the slope of the stress-strain curve and the characteristic data of strain amplitude, the structural health status of each floating mooring bollard is determined. If a floating mooring bollard shows a significant increase in strain under the same stress state, such as... Figure 9 As shown, this indicates that there is damage inside the structure of the floating bollard or that the structural materials have degraded; at this time, the server sends an alarm message to the lock management personnel, prompting them to check the floating bollard in time. Step 2.2.5: If the elevation of a floating mooring bollard is greater than the operating water level set by the lock chamber management center, the server will indicate that the vertical track of the floating mooring bollard may be blocked, send an alarm message to the lock management personnel, and recommend a handling solution; Figure 10 As shown, this embodiment takes the case of a blockage in the vertical track of the #3 floating bollard as an example; Step 2.2.6: The lock chamber is discharged, and downstream vessels exit the lock chamber in sequence.

[0025] Those skilled in the art will understand that each step of the above method can be completed, in whole or in part, by instructions, which can be stored in a computer-readable storage medium and read and executed by a processor.

[0026] Therefore, this embodiment also provides a computer-readable storage medium, which may be in the form of a USB flash drive, a portable hard drive, a read-only memory (ROM), a random access memory (RAM), a disk, or an optical disk. The storage medium stores a computer program; after the server's processor loads and runs the program, it can execute the various steps of the monitoring method in the intelligent monitoring system for floating bollards of the lock.

[0027] This embodiment also relates to a computer program product, which includes computer instructions stored in the aforementioned computer-readable storage medium. The server reads and executes the instructions to realize the various steps in the monitoring method of the intelligent monitoring system for floating bollards of the lock.

[0028] Finally, it should be emphasized that the above description is merely a preferred embodiment of the present invention and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still make modifications to the technical solutions described in the foregoing embodiments without creative effort, or make equivalent substitutions for some of the technical features. Therefore, any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

Claims

1. A smart monitoring system for a ship lock floating mooring dolphin, characterized in that: The application relates to a ship mooring system, which comprises the following components: a floating mooring column for connecting with a ship cable to position the ship; a stress-strain detector for monitoring the cable mooring force and the strain of the floating mooring column component; an elevation detector for monitoring the elevation of the floating mooring column; a server connected with the output terminals of the stress-strain detector and the elevation detector through I / O interfaces for receiving, storing and analyzing the real-time detection data sent by the elevation detector and the stress-strain detector.

2. The ship lock floating mooring dolphin intelligent monitoring system according to claim 1, characterized in that: The floating mooring column is composed of a vertical column, a cross arm fixed on the vertical column, a cable bolt fixed on the cross arm and a float fixed on the bottom of the vertical column; a plurality of rollers are vertically arranged on the side surface of the vertical column, and the vertical column is rollingly connected with vertical tracks fixed on the side wall of a lock chamber through the rollers.

3. A monitoring method for the smart monitoring system of the floating mooring dolphin of the ship lock according to claim 1, characterized in that: The application further relates to a ship mooring method, which comprises the following steps: Step 1, upstream ship uplink working condition; Step 1.1, mooring stage: the downstream ship entering the lock chamber fixes a plurality of cables on the cable bolts of the corresponding floating mooring columns according to the operation regulation; meanwhile, the stress-strain detectors on the floating mooring columns send stress detection signals to the server, and if the stress values of the floating mooring columns tend to be stable and consistent, it is judged that the ship has successfully completed the mooring operation; Step 1.2, lock chamber water injection stage: Step 1.2.1, the floating mooring columns are raised along the vertical tracks with the rising water level in the lock chamber, and meanwhile, the elevation detectors send elevation detection signals of the floating mooring columns to the server, and the server compares the received elevation signals with the running working condition water level elevation set by the lock chamber management center, and if the elevations of the floating mooring columns are stably and synchronously raised and consistent with the running working condition water level elevation set by the lock chamber management center, it is judged that the floating mooring columns are normally operated without blockage; Step 1.2.2, if the elevation of a floating mooring column is smaller than the running working condition water level elevation set by the lock chamber management center, the server prompts that the vertical track of the floating mooring column is blocked; Step 1.2.3, if the stress value of a floating mooring column suddenly changes and tends to be zero, the server prompts that the cable of the floating mooring column is off or broken; Step 1.2.4, if the stress values of the floating mooring columns fluctuate and exceed the set value of the running working condition, the server prompts that the flow state of the water in the lock chamber is complex, and it is judged that the water discharge hole of the water conveying corridor does not normally discharge; Step 1.2.5, the server analyzes the stress-strain detection data of each floating mooring column in real time, analyzes the slope and strain amplitude characteristic data of the stress-strain curve, and judges the structural health state of each floating mooring column; if the strain of the structure of a floating mooring column obviously becomes larger under the same stress state, it is judged that the structure of the floating mooring column is damaged or the structural material is degraded, and an alarm information is sent to the ship lock management personnel; Step 1.2.6, after the lock chamber is completed with water, the uplink ship leaves the lock chamber; Step 2, upstream ship downlink working condition: Step 2.1, mooring stage: the upstream ship sailing into the lock chamber fixes several ropes on the corresponding floating mooring bitts according to the operation procedure; meanwhile, the stress strain detectors on the floating mooring bitts send stress detection signals to the server, and if the stress values of the floating mooring bitts tend to be stable and consistent, it is judged that the ship has successfully completed the mooring operation; Step 2.2, lock chamber drainage stage: Step 2.2.1, each floating mooring bitt descends along the vertical track as the water level in the lock chamber drops; meanwhile, the elevation detector sends the floating mooring bitt elevation detection signal to the server, and the server compares the received elevation signal with the operating condition water level elevation set by the lock chamber management center, and if the elevation of each floating mooring bitt is stably and synchronously lowered and consistent with the water level elevation set by the lock chamber management center, it is judged that each floating mooring bitt is operating normally without obstruction; Step 2.2.2, if the stress value of a floating mooring bitt suddenly changes to zero, the server prompts that the rope of the floating mooring bitt has fallen off or broken; Step 2.2.3, if the stress values of each floating mooring bitt fluctuate beyond the set value of the operating condition, the server prompts that the flow pattern in the lock chamber is complex, and it is judged that the water discharge hole of the water conveying corridor is not discharging normally; Step 2.2.4, the server analyzes the stress strain detection data of each floating mooring bitt in real time, and judges the structural health state of each floating mooring bitt by analyzing the slope and strain amplitude characteristic data of the stress-strain curve; If the strain of the structure of a floating mooring bitt under the same stress state becomes significantly larger, an alarm information is sent to the ship lock management personnel; Step 2.2.5, if the elevation of a floating mooring bitt is greater than the operating condition water level elevation set by the lock chamber management center, the server prompts that the vertical track of the floating mooring bitt is obstructed; Step 2.2.6, the lock chamber completes drainage, and the descending ship sails out of the lock chamber.

4. A storage medium characterized by: The storage medium has a computer program stored thereon, and the processor of the server loads and runs the program to execute the steps in claim 3. The storage medium has a computer program stored thereon, and the processor of the server loads and runs the program to execute the steps in claim 3.