INTELLIGENT DREDGING SYSTEM FOR HIGH-PILED WHARF AND CONTROL METHOD THEREOF

Abstract

An intelligent dredging system for a high-piled wharf and a control method thereof are provided, and the system includes an intelligent monitoring-decision control subsystem and a decentralized high-pressure water disturbance subsystem. The intelligent monitoring-decision control subsystem is composed of a high-precision pile-foundation sediment siltation warning device, a tidal monitoring device and a control terminal. The decentralized high-pressure water disturbance subsystem is composed of a water spraying device, a cable and a multi-loop power distribution device.

Claims

1. An intelligent dredging system for a high-piled wharf, comprising: an intelligent monitoring-decision control subsystem and a decentralized high-pressure water disturbance subsystem; wherein the intelligent monitoring-decision control subsystem is composed of a high-precision pile-foundation sediment siltation warning device, a tidal monitoring device and a control terminal; the decentralized high-pressure water disturbance subsystem is composed of a water spraying device, a cable and a multi-loop power distribution device; the high-precision pile-foundation sediment siltation warning device is composed of single-wave number monitors and a bed surface elevation data storage and processing unit; the tidal monitoring device is composed of tidal monitors and a tidal level data storage and processing unit; the control terminal is composed of a tidal sediment data comprehensive analysis unit and an instruction output unit; the bed surface elevation data storage and processing unit, the tidal level data storage and processing unit, the tidal sediment data comprehensive analysis unit and the instruction output unit are integrated into the control terminal; the water spraying device is composed of a high-pressure submersible pump, a high-pressure water pipe, high-pressure jet spray guns, angle adjusters and annular tracks, wherein the angle adjusters are nested on the annular tracks, and each of the annular tracks surrounds a wharf pile foundation; the high-pressure submersible pump is placed in a water tank with a filter screen behind the wharf; the high-pressure water pipe adopts a stainless-steel braided hose; each of the high-pressure jet spray guns comprises a spray gun rod, a nozzle and an external protective shell, wherein the spray gun rod is connected to the high-pressure water pipe and the nozzle respectively, and the external protective shell is sleeved on the spray gun rod and connected to each of the angle adjusters; each of the angle adjusters comprises an annular angle adjuster and a vertical angle adjuster; the annular angle adjuster comprises a first stepping motor, a first transmission shaft and a plurality of balls, wherein the first stepping motor is connected to the first transmission shaft, and the annular angle adjuster is installed on the annular track; the vertical angle adjuster comprises a second stepping motor, a second transmission shaft and movable swing arms, wherein the second stepping motor is connected to the second transmission shaft, and the second transmission shaft is also connected to the movable swing arms, and the movable swing arms are connected to the high-pressure jet spray gun; each of the single-wave number monitors and each of the tidal monitors are installed on the wharf pile foundation, and the single-wave number monitors and the tidal monitors transmit data to the control terminal in a wireless transmission manner; the multi-loop power distribution device and the control terminal are installed in a control cabinet behind the wharf; and a multi-loop control system is selected for the multi-loop power distribution device, and the instruction output unit controls the multi-loop power distribution device to achieve a control of a starting power and opening-and-closing timing of the water spraying device; wherein a control method of the intelligent dredging system for the high-piled wharf comprises following steps: monitoring a bed surface at fixed positions through the single-wave number monitors to obtain bed surface data, and transmitting the bed surface data to the bed surface elevation data storage and processing unit; monitoring a tidal flow direction through the tidal monitors to obtain tidal data, transmitting the tidal data to the tidal data storage and processing unit, and comprehensively analyzing by the tidal sediment data comprehensive analysis unit to obtain a bed surface elevation and a tidal flow direction law; obtaining bed surface elevation data of seabed by the single-wave number monitors, and obtaining tidal current direction data by the tidal monitors, and controlling the multi-loop power distribution device to be turned on and off by combining the bed surface elevation data and the tidal current direction data; when the bed surface elevation is higher than a warning elevation and a tidal current is an ebb current, starting the multi-loop power distribution device to turn on the water spraying device by the instruction output unit, and controlling the angle adjuster to adjust a spraying angle of the high-pressure jet spray gun, so as to clean sediment within a 360-degree range of the pile foundation, and taking suspended sediment away from a port area by the ebb current; and in other cases, the multi-loop power distribution device remains an off state.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0019] In order to explain the technical solution of the present disclosure more clearly, the drawings needed in the embodiments are briefly introduced below. Apparently, the drawings in the following description are only some embodiments of the present disclosure. For those skilled in the art, other drawings may be obtained according to these drawings without creative effort.

[0020] FIG. 1 is a schematic diagram of a system structure according to a first embodiment of the present disclosure;

[0021] FIG. 2 is a schematic diagram of an intelligent monitoring-decision control subsystem according to the first embodiment of the present disclosure;

[0022] FIG. 3 is a schematic diagram of a high-pressure jet spray gun according to the first embodiment of the present disclosure;

[0023] FIG. 4 is a schematic diagram of an angle adjuster according to the first embodiment of the present disclosure;

[0024] FIG. 5 is a schematic diagram of an annular angle adjuster according to the first embodiment of the present disclosure;

[0025] FIG. 6 is a schematic diagram of a vertical angle adjuster according to the first embodiment of the present disclosure;

[0026] FIG. 7 is a schematic diagram of movable swing arms according to the first embodiment of the present disclosure;

[0027] FIG. 8 is a schematic diagram of monitoring work in a second embodiment of the present disclosure;

[0028] FIG. 9 is a diagram of a comprehensive analysis process of tidal current and sediment data in the second embodiment of the present disclosure;

[0029] FIG. 10 is a schematic diagram of a bed surface elevation monitoring method according to the second embodiment of the present disclosure;

[0030] FIG. 11 is a diagram of a tidal current direction monitoring method according to the second embodiment of the present disclosure;

[0031] FIG. 12 is a schematic diagram of dredging work in the second embodiment of the present disclosure;

[0032] FIG. 13 is a schematic diagram of a multi-loop power distribution device controlling a water spraying device according to the second embodiment of the present disclosure;

[0033] FIG. 14 is an adjustment process diagram of the angle adjuster according to the second embodiment of the present disclosure; and

[0034] FIG. 15 is a working flow chart of a water spraying device according to the second embodiment of the present disclosure.

DETAILED DESCRIPTION OF THE EMBODIMENTS

[0035] In the following, the technical scheme in the embodiments of the present disclosure will be clearly and completely described with reference to the drawings in the embodiments of the present disclosure. Obviously, the described embodiments are only a part of the embodiments of the present disclosure, but not all the embodiments. Based on the embodiments in the present disclosure, all other embodiments obtained by ordinary technicians in this field without creative work belong to the protection scope of the present disclosure.

[0036] In order to make the above objects, features and advantages of the present disclosure more obvious and easier to understand, the present disclosure will be further described in detail with the attached drawings and specific embodiments.

Embodiment 1

[0037] In this embodiment, as shown in FIG. 1, an intelligent dredging system for a high-piled wharf is provided, which includes an intelligent monitoring-decision control subsystem and a decentralized high-pressure water disturbance subsystem.

[0038] As shown in FIG. 2, the intelligent monitoring-decision control subsystem includes a high-precision pile-foundation sediment siltation warning device, a tidal monitoring device and a control terminal. The decentralized high-pressure water disturbance subsystem includes water a spraying device, a cable and a multi-loop power distribution device 6.

[0039] The high-precision pile-foundation sediment siltation warning device includes single-wave number monitors 7 and a bed surface elevation data storage and processing unit 8. The tidal monitoring device includes tidal monitors 9 and a tidal level data storage and processing unit 10. The control terminal includes a tidal sediment data comprehensive analysis unit 11 and an instruction output unit 12. And, the bed surface elevation data storage and processing unit 8, the tidal level data storage and processing unit 10, the tidal sediment data comprehensive analysis unit 11 and the instruction output unit 12 are integrated into the control terminal.

[0040] The water spraying device includes a high-pressure submersible pump 13, high-pressure water pipes 14, high-pressure jet spray guns 15, angle adjusters 16 and annular tracks 17. The angle adjuster 16 is nested on the annular track 17, The annular track 17 surrounds a wharf pile foundation. The high-pressure jet spray gun is shown in FIG. 3.

[0041] The single-wave number monitor 7 and the tidal monitor 9 are installed on the wharf pile foundation. In this embodiment, the measurement accuracy of the single-wave number monitor 7 is 10 centimeters (cm), and the single-wave number monitor 7 and tidal monitor 9 transmit data to the control terminal by wireless transmission.

[0042] The multi-loop power distribution device 6 and the control terminal are installed in a control cabinet 18 behind the wharf; a multi-loop control system is selected for the multi-loop power distribution device 6, and the instruction output unit 12 controls the multi-loop power distribution device 6, so as to control the starting power and the opening-and-closing timing of the water spraying device.

[0043] The high-pressure submersible pump 13 is placed in a water tank 19 with a filter screen behind the wharf. In this embodiment, the high-pressure submersible pump 13 with a power of 7.5 kilowatts (KW) is selected. The high-pressure water pipe 14 is made of a stainless-steel braided hose. The high-pressure jet spray gun 15 includes a spray gun rod 20, a nozzle 21 and an external protective shell 22. One end of the spray gun rod 20 is connected to the high-pressure water pipe 14, and the other end is connected to the nozzle 21. The external protective shell 22 is sleeved on the spray gun rod 20 and connected to the angle adjuster 16.

[0044] The annular track 17 includes two circular rings which are sleeved and fixed on the offshore wind power pile foundation The upper surface of each circular ring is provided with an annular sliding groove, and an outer edge of the circular ring is provided with a gear plate. Axes of the annular sliding groove, the gear plate and the offshore wind power pile foundation coincide.

[0045] As shown in FIG. 4, the angle adjuster 16 includes an annular angle adjuster 23 and a vertical angle adjuster 24. As shown in FIG. 5, the annular angle adjuster 23 includes a first stepping motor 25, a first transmission shaft 26 and multiple balls 27. The first stepping motor 25 is connected to the first transmission shaft 26, and the annular angle adjuster 23 is installed on the annular track 17. In this embodiment, the middle section of the first transmission shaft 26 is provided with a gear meshing with a gear of the output shaft of the first stepping motor 25, and upper and lower ends of the first transmission shaft 26 are each fixedly connected with a gear. The annular angle adjuster 23 is installed on the two circular rings of the annular track 17, and the gear plates on the two circular rings are respectively meshed with the gears of the upper and lower ends of the first transmission shaft 26.

[0046] As shown in FIG. 6, the vertical angle adjuster 24 includes a second stepping motor 28, a second transmission shaft 29 and two movable swing arms 30. The second stepping motor 28 is connected to the second transmission shaft 29, the second transmission shaft 29 is further connected to the movable swing arms 30, and the movable swing arms 30 are connected to the high-pressure jet spray gun 15. In this embodiment, the output end of the second stepping motor 28 is equipped with a gear meshing with a gear in the middle section of the second transmission shaft 29. Two protruding ends of the second transmission shaft 29 are fixedly connected to the two movable swing arms 30 respectively, and the movable swing arms 30 are connected to the high-pressure jet spray gun 15. The movable swing arms are shown in FIG. 7.

Embodiment 2

[0047] In this embodiment, a control method of the intelligent dredging system for the high-piled wharf is provided, which is used for controlling the intelligent dredging system for the high-piled wharf, and includes following steps.

[0048] As shown in FIG. 8, the process of monitoring work is as follows. Firstly, the early warning bed surface elevation value is set, and the seabed surface elevation is monitored by the single-wave number monitor 7. When the bed surface elevation is greater than the early warning bed surface elevation value, the control system comprehensively analyzes the tidal current direction and the bed surface elevation, and starts the high-pressure jet spray guns 15 to dredge the bed surface. When the bed surface elevation drops below the early warning bed surface, the high-pressure jet spray gun 15 is turned off so as to complete the dredging work, and the dredging depth is the bed surface elevation minus the early warning bed surface elevation.

[0049] In this embodiment, a comprehensive analysis process of tidal current and sediment data is shown in FIG. 9. The bed surface elevation data of seabed is obtained by single-wave number monitors 7, and the tidal current direction data is obtained by tidal monitors 9. The multi-loop power distribution device 6 is controlled to be turned on and off by combining the bed surface elevation data and tidal current direction data. When the bed surface elevation is higher than the warning elevation and the tidal current is an ebb current, the multi-loop power distribution device 6 is started to control the high-pressure jet spray guns 15 for dredging, and the suspended sediment is taken away from the port area by the ebb current. In other cases, the multi-loop power distribution device 6 is turned off.

[0050] A bed surface elevation monitoring method is shown in FIG. 10. The single-wave number monitor 7 calculates the distance between the bed surface and the single-wave number monitor 7 through the total time of transmitting and receiving ultrasonic waves, and calculates the bed surface elevation according to the elevation of the single-wave number monitor 7. The calculation formula is z=v*t/2, where z is the distance between the bed surface and the single-wave number monitor 7, v is the sound speed, and t is the total time for the sound speed to travel back and forth. A tidal current direction monitoring method is shown in FIG. 11. The tidal level data is obtained by a tide gauge, and the tidal current direction is determined according to the change of tidal level data in a period of time. If the tidal level data keeps increasing for a period of time, it is judged as flood tide, and if the tidal level data keeps decreasing for a period of time, it is judged as ebb tide.

[0051] As shown in FIG. 12, the bed surface elevation and flood and ebb data are obtained by the single-wave number monitor 7 and the tidal monitor 9, and the on and off of the multi-loop power distribution device 6 is controlled according to the comprehensive analysis process of tidal current and sediment data, so as to control the start and end of dredging work.

[0052] As shown in FIG. 13, the control terminal determines whether to turn on the multi-loop power distribution device 6 by comprehensively analyzing the bed surface and tidal current data. When the multi-loop power distribution device 6 is turned off, the main gate is turned off, and when the multi-loop power distribution device 6 is turned on, the main gate is turned on. The control terminal controls the starting of each loop according to the position and area of the siltation, and controls the output power of each loop according to the thickness of the siltation. The greater the siltation thickness, the greater the output power.

[0053] In this embodiment, as shown in FIG. 14, the control terminal obtains the siltation position and siltation range through the bed surface elevation data. If the siltation range is large, the annular angle adjuster 23 and the vertical angle adjuster 24 will increase the angle of the high-pressure jet spray gun 15; and if the siltation range is small, the annular angle adjuster 23 and the vertical angle adjuster 24 will decrease the angle of the high-pressure jet spray gun 15. In this embodiment, as shown in FIG. 15, when the control terminal determines that dredging is necessary, the multi-loop power distribution device 6 is turned on and then the high-pressure submersible pump 13 is turned on, and high-pressure water is injected into the high-pressure jet spray gun 15 through the high-pressure water pipe 14. The power of the high-pressure submersible pump 13 is adjusted according to the thickness of the siltation, and the greater the siltation thickness, the greater the power. The injection angle of the high-pressure jet spray gun 15 is controlled according to the siltation range, and the larger the siltation range, the larger the injection angle.

[0054] The above-mentioned embodiments are only a description of the preferred implementation of the present disclosure, not a limitation on the scope of the present disclosure. Without departing from the design spirit of the present disclosure, various variants and improvements made by those skilled in the art to the technical solution of the present disclosure shall fall within the protection scope determined by the claims of the present disclosure.