CN219714378U - Novel coastal erosion monitoring mark pile - Google Patents
Novel coastal erosion monitoring mark pile Download PDFInfo
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- CN219714378U CN219714378U CN202321095292.2U CN202321095292U CN219714378U CN 219714378 U CN219714378 U CN 219714378U CN 202321095292 U CN202321095292 U CN 202321095292U CN 219714378 U CN219714378 U CN 219714378U
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- 230000003628 erosive effect Effects 0.000 title claims abstract description 50
- 238000012544 monitoring process Methods 0.000 title claims abstract description 46
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 61
- 239000003550 marker Substances 0.000 claims abstract description 31
- 239000004576 sand Substances 0.000 claims abstract description 22
- 238000001914 filtration Methods 0.000 claims abstract description 14
- 238000010248 power generation Methods 0.000 claims description 11
- 239000003086 colorant Substances 0.000 claims description 6
- 230000001681 protective effect Effects 0.000 claims description 5
- 239000000523 sample Substances 0.000 claims description 4
- 238000000576 coating method Methods 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 2
- 230000007797 corrosion Effects 0.000 claims 1
- 238000005260 corrosion Methods 0.000 claims 1
- 239000013535 sea water Substances 0.000 description 17
- 238000009434 installation Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 4
- 238000012806 monitoring device Methods 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
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Abstract
The utility model relates to the technical field of coastal erosion monitoring, in particular to a novel coastal erosion monitoring mark pile which comprises a base, wherein the base is fixedly buried on the coast; the pile body is fixedly arranged on the base, the pile body is hollow, the outer wall of the pile body is vertically provided with a water inlet through hole, and a filtering mechanism for filtering sea sand is arranged at the water inlet through hole; the pile body is internally provided with a water level monitor for monitoring the water level in the pile body in real time; an anemoscope for monitoring the wind direction and the wind speed of the position where the pile body is positioned in real time is arranged above the pile body; the pile body top still is provided with data transceiver mechanism, data transceiver mechanism is used for with the monitoring data of water level monitor and wind direction anemoscope send to external terminal. The water level monitor can monitor the water level in the pile body, the wind direction and the wind speed at the position of the marker pile can be monitored by the wind direction anemometer, and the wind direction anemometer helps staff judge the condition of coast erosion and analyze the reason for coast erosion.
Description
Technical Field
The utility model relates to the technical field of coastal erosion monitoring, in particular to a novel coastal erosion monitoring marker pile.
Background
Coastal erosion refers to the destructive process of coastal recoil due to coastal sand supply less than coastal sand loss under ocean power. Limited coastal erosion refers only to the erosion back-off process of natural coasts; generalized coastal erosion includes man-made damage to the coast in addition to natural coastal erosion. The natural factors responsible for coastal erosion are mainly twofold: firstly, the ocean power effect is enhanced, and coastal erosion is caused by tide, wave and the like generated in the sea water movement process; second, global warming leads to elevation of sea level. The human destruction is basically fully regulated, and the problems rarely exist. However, since the coastline is long, natural monitoring equipment is not enough, and the prior art discloses a real-time coast erosion and tide level monitoring device and method as disclosed in patent application with publication number of CN110030980A, the device is buried to measure pressure so as to calculate sediment thickness, but the coastline erosion causes are more, the device can only monitor sediment thickness and cannot monitor other factors forming coast erosion, so that a novel coast erosion monitoring marker pile is needed to be provided.
Disclosure of Invention
The utility model aims to solve the problem of single monitoring content of the existing monitoring device and aims to provide a novel coastal erosion monitoring marker pile capable of solving the problem.
The novel coastal erosion monitoring marker pile comprises a base, wherein the base is fixedly buried above a coast; the pile body is fixedly arranged on the base, the pile body is hollow, the outer wall of the pile body is vertically provided with a water inlet through hole, and a filtering mechanism for filtering sea sand is arranged at the water inlet through hole; the pile body is internally provided with a water level monitor for monitoring the water level in the pile body in real time; an anemoscope for monitoring the wind direction and the wind speed of the position where the pile body is positioned in real time is arranged above the pile body; the pile body top still is provided with data transceiver mechanism, data transceiver mechanism and water level monitor and wind direction anemoscope signal connection, data transceiver mechanism is used for with the monitoring data of water level monitor and wind direction anemoscope send to external terminal.
Further, the upper end face of the base is provided with a groove, a pressure measurer for measuring the thickness of sea sand above the base is embedded in the groove, the upper surface of the pressure measurer and the upper end face of the base are located on the same horizontal plane, and the pressure measurer is in signal connection with the data receiving and transmitting mechanism.
Further, the upper end face of the base is of a square structure, the pile body is fixed in the middle of the upper end face of the base, and the two pressure measuring devices are respectively arranged at two opposite angles of the base.
Further, the novel coastal erosion monitoring mark pile further comprises a solar power generation mechanism, wherein the solar power generation mechanism is arranged above the pile body and is electrically connected with the water level monitor, the wind direction anemometer and the pressure measurer.
Further, the outer side of the pile body is sequentially coated with marking layers with different colors from bottom to top.
Further, the marking layer is coated with a waterproof coating.
Further, the pile body top is vertically fixed with the installation pole, the level is fixed with the mounting panel on the installation pole up end, the anemoscope including install respectively in anemoscope and anemoscope at mounting panel upper surface both ends.
Further, the middle part of the installation rod is fixedly provided with an installation frame, the solar power generation mechanism is installed on the installation frame, and the data receiving and transmitting mechanism is installed at the lower part of the installation rod.
Further, the water level monitor is a pressure type water level gauge, a probe of the pressure type water level gauge is arranged at the bottom of the pile body, a main body of the pressure type water level gauge is arranged on the upper end face of the pile body, and a protective cover is arranged on the outer side of the main body of the pressure type water level gauge.
Compared with the prior art, the utility model has the beneficial effects that:
according to the novel coastal erosion monitoring marking pile, the inside of the pile body is hollow, the outer wall of the pile body is vertically provided with the water inlet through hole, the water inlet through hole is provided with the filtering mechanism for filtering sea sand, when seawater reaches the marking pile, the seawater enters the pile body through the filtering mechanism, and at the moment, the water level monitor in the pile body can monitor the water level; the wind direction anemograph can monitor the wind direction and the wind speed of the position of the marker pile in real time, the data receiving and transmitting mechanism can send the monitoring data of the water level monitor and the wind direction anemograph to the external terminal, the water level data in the pile body can help workers judge the coast erosion condition, the wind direction and the wind speed data can help the workers analyze the reasons for forming the coast erosion, and the problem that the monitoring object of the existing monitoring device is single is solved.
According to the novel coastal erosion monitoring marker pile, the groove mounting pressure measurer is arranged on the upper end face of the base, the pressure intensity of the upper end face of the base can be monitored in real time by the pressure measurer, and when the seawater does not reach the marker pile, the pressure intensity of sea sand on the upper end face of the base is measured by the pressure measurer, so that the thickness of the sea sand can be calculated; if the sea sand on the upper end surface of the base is completely eroded, that is, the sea sand is not arranged on the upper end surface of the base, when the sea water reaches the marker pile, the pressure measurer measures the pressure of the sea water, so that the height of the sea water can be calculated, and the working personnel can be helped to judge the coast erosion condition.
The sign layers with different colors are arranged on the outer sides of the piles, so that workers can intuitively observe the heights of seawater or sea sand, and the condition of coastal erosion is judged.
Drawings
The accompanying drawings are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the embodiments of the utility model, serve to explain the utility model. In the drawings:
FIG. 1 is a schematic diagram of the overall structure of the novel coastal erosion monitoring marker pile of the present utility model.
Fig. 2 is a front view of the novel coastal erosion monitoring marker post of the present utility model.
Fig. 3 is a schematic overall structure of the novel coastal erosion monitoring marker pile according to another view angle of the present utility model.
In the figure: 1. a base; 2. a pile body; 3. a filtering mechanism; 4. a water level monitor; 5. a data receiving and transmitting mechanism; 6. a pressure measurer; 7. a solar power generation mechanism; 8. a marking layer; 9. a mounting rod; 10. a mounting plate; 11. a anemoscope; 12. an anemometer; 13. a mounting frame; 14. and a protective cover.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
As shown in fig. 1, the novel coastal erosion monitoring marker pile in the embodiment of the utility model comprises a base 1, wherein the base 1 is fixedly buried in coastal sand on a coast and is used for supporting other parts of the novel coastal erosion monitoring marker pile. The pile body 2 is fixedly arranged on the base 1, the pile body 2 is vertically arranged and hollow, a water inlet through hole communicated with the interior of the pile body 2 is vertically formed in the outer wall of the pile body 2, the pile body 2 is of a cuboid structure, the water inlet through hole is of a strip shape, and the periphery of the pile body 2 is provided with the water inlet through holes. The water inlet through hole is provided with the filter mechanism 3, and the filter mechanism 3 is used for filtering sea sand to make the sea water get into the pile body 2 inside through the filter mechanism 3, but sea sand is filtered in the pile body 2 outside by the filter mechanism 3. As shown in fig. 2, the inside of the pile body 2 is provided with a water level monitor 4 for monitoring the water level inside the pile body 2 in real time, specifically, the water level monitor 4 is a pressure type water level gauge, a probe of the pressure type water level gauge is arranged at the bottom of the pile body 2, a main body of the pressure type water level gauge is arranged on the upper end face of the pile body 2, a protective cover 14 is arranged on the outer side of the main body of the pressure type water level gauge, the protective cover 14 is detachably connected with the upper end face of the pile body 2, and a cable of the pressure type water level gauge penetrates through the upper end face of the pile body 2 to connect the probe of the pressure type water level gauge with the main body.
In this embodiment, as shown in fig. 3, a mounting rod 9 is vertically fixed on the upper end surface of the pile body 2, a mounting plate 10 is horizontally fixed on the top of the mounting rod 9, and the top of the mounting rod 9 is fixedly connected with the middle of the mounting plate 10. The mounting plate 10 is provided with an anemometer 12, the anemometer 12 is used for monitoring the wind direction and the wind speed of the position of the marker pile in real time, specifically, the anemometer 12 comprises an anemometer 11 and an anemometer 12, and the anemometer 11 and the anemometer 12 are respectively arranged at two ends of the upper end face of the mounting plate 10. The data transceiver mechanism 5 is installed to installation pole 9 lower part, and data transceiver mechanism 5 and water level monitor 4 and anemoscope 12 signal connection, and data transceiver mechanism 5 is used for sending the monitoring data of water level monitor 4 and anemoscope 12 to external terminal, and specifically, data transceiver mechanism 5 is data transceiver antenna. In some other embodiments, a lightning rod is further disposed in the middle of the upper end surface of the mounting plate 10.
The novel coastal erosion monitoring mark pile in the embodiment is characterized in that the inside of the pile body 2 is hollow, the outer wall of the pile body is vertically provided with a water inlet through hole, a filtering mechanism 3 for filtering sea sand is arranged at the water inlet through hole, when seawater reaches the mark pile, the seawater enters the pile body 2 through the filtering mechanism 3, and at the moment, a water level monitor 4 in the pile body 2 can monitor the water level; the wind direction anemograph 12 can real-time supervision mark stake locate position wind direction and wind speed, and data transceiver 5 can be with the monitoring data transmission of water level monitor 4 and wind direction anemograph 12 to external terminal, can help the staff to judge the condition of coast erosion through the water level data in the pile body 2, and wind direction and wind speed data can help the staff to analyze the reason that forms coast erosion.
In this embodiment, the upper end surface of the base 1 is in a square structure, two opposite angles of the upper end surface of the base 1 are respectively provided with grooves, each groove is embedded with a pressure measurer 6, the upper surface of the pressure measurer 6 and the upper end surface of the base 1 are located on the same horizontal plane, the pressure measurer 6 is in signal connection with the data transceiver 5, and the data transceiver 5 transmits the measurement result of the pressure measurer 6 to an external terminal.
In the novel coastal erosion monitoring marker pile in the embodiment, the groove is formed in the upper end face of the base 1, the pressure measurer 6 can monitor the pressure intensity received by the upper end face of the base 1 in real time, and when the seawater does not reach the marker pile, the pressure measurer 6 measures the pressure intensity of sea sand on the upper end face of the base 1, so that the thickness of the sea sand can be calculated; if the sea sand on the upper end surface of the base 1 is completely eroded, that is, the upper end surface of the base 1 is free of the sea sand, when the sea water reaches the marker pile, the pressure measurer 6 measures the pressure of the sea water, so that the height of the sea water can be calculated, and the staff can be helped to judge the coast erosion condition.
In this embodiment, a mounting frame 13 is fixed to the middle of the mounting rod 9, and the solar power generation mechanism 7 is mounted on the mounting frame 13. The specific solar power generation mechanism 7 includes a solar panel, a controller, an inverter, and a storage battery. The solar power generation mechanism 7 is electrically connected with the water level monitor 4, the wind direction anemometer 12, the data receiving and transmitting mechanism 5 and the pressure measurer 6, so as to supply power for the water level monitor 4, the wind direction anemometer 12, the data receiving and transmitting mechanism 5 and the pressure measurer 6.
In this embodiment, the outer side of the pile body 2 is sequentially coated with the marking layers 8 with different colors from bottom to top, and specifically, the marking layers 8 are coated with waterproof coatings with different colors. Different colors are coated on the outer side of the pile body 2 along the height of the pile body 2, and the height of the pile body 2 is partitioned, so that the height of sea water or sea sand can be intuitively observed, and workers are helped to judge the coast erosion condition.
In summary, the novel coastal erosion monitoring marker pile in this embodiment not only can monitor the water level in the pile body 2, but also can calculate the thickness of the sea sand or the height of the sea water on the upper end surface of the base 1 according to the pressure by measuring the pressure on the upper end surface of the base 1, thereby helping the staff to judge the coastal erosion condition; and the wind direction and the wind speed of the position where the marker pile is located can be monitored, so that workers can be helped to analyze the reason for forming coastal erosion.
Finally, it should be noted that: the foregoing description is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present utility model has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (9)
1. A novel coastal erosion monitoring marker pile, comprising:
the base (1) is fixedly buried above the coast;
the pile body (2), the pile body (2) is fixedly arranged on the base (1), the pile body (2) is hollow, the outer wall of the pile body is vertically provided with a water inlet through hole, and a filtering mechanism (3) for filtering sea sand is arranged at the water inlet through hole;
the water level monitor (4) is arranged inside the pile body (2) and is used for monitoring the water level inside the pile body (2) in real time;
the anemoscope (12) is arranged above the pile body (2) and is used for monitoring the wind direction and the wind speed of the position of the pile body (2) in real time;
the data receiving and transmitting mechanism (5), the data receiving and transmitting mechanism (5) is arranged above the pile body (2) and is used for transmitting monitoring data of the water level monitor (4) and the wind direction anemoscope (12) to an external terminal.
2. The novel coastal erosion monitoring marker pile according to claim 1, wherein a groove is formed in the upper end face of the base (1), a pressure measurer (6) for measuring pressure above the base (1) is embedded in the groove, the upper surface of the pressure measurer (6) and the upper end face of the base (1) are located on the same horizontal plane, and the pressure measurer (6) is in signal connection with the data receiving and transmitting mechanism (5).
3. The novel coastal erosion monitoring marker pile according to claim 2, wherein the upper end face of the base (1) is of a square structure, the pile body (2) is fixed in the middle of the upper end face of the base (1), and the two pressure measuring devices (6) are respectively arranged at two opposite angles of the base (1).
4. A novel coastal erosion monitoring marker pile according to claim 2 or 3, further comprising a solar power generation mechanism (7), the solar power generation mechanism (7) being arranged above the pile body (2), and the solar power generation mechanism (7) being electrically connected with the water level monitor (4), the anemometer (12) and the pressure measurer (6).
5. The novel coastal erosion monitoring marker pile according to claim 1, wherein the outer side of the pile body (2) is sequentially coated with marker layers (8) with different colors from bottom to top.
6. The new coastal corrosion monitoring marker pile according to claim 5, characterised in that the marker layer (8) is coated with a waterproof coating.
7. The novel coastal erosion monitoring marker pile according to claim 4, wherein a mounting rod (9) is vertically fixed on the upper end face of the pile body (2), a mounting plate (10) is horizontally fixed on the top of the mounting rod (9), and the anemoclinograph (12) comprises anemometers (11) and anemometers (12) which are respectively mounted at two ends of the upper surface of the mounting plate (10).
8. The novel coastal erosion monitoring marker pile according to claim 7, wherein a mounting frame (13) is fixed in the middle of the mounting rod (9), the solar power generation mechanism (7) is mounted on the mounting frame (13), and the data transceiving mechanism (5) is mounted on the lower portion of the mounting rod (9).
9. The novel coastal erosion monitoring marker pile according to claim 1, wherein the water level monitor (4) is a pressure type water level gauge, a probe of the pressure type water level gauge is arranged at the bottom of the pile body (2), a main body of the pressure type water level gauge is mounted on the upper end face of the pile body (2), and a protective cover (14) is arranged on the outer side of the main body of the pressure type water level gauge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321095292.2U CN219714378U (en) | 2023-05-09 | 2023-05-09 | Novel coastal erosion monitoring mark pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321095292.2U CN219714378U (en) | 2023-05-09 | 2023-05-09 | Novel coastal erosion monitoring mark pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219714378U true CN219714378U (en) | 2023-09-19 |
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ID=87997457
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321095292.2U Active CN219714378U (en) | 2023-05-09 | 2023-05-09 | Novel coastal erosion monitoring mark pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219714378U (en) |
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2023
- 2023-05-09 CN CN202321095292.2U patent/CN219714378U/en active Active
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