阅读说明：本技术 一种地下水位监测装置及地下水位监测方法 (Underground water level monitoring device and underground water level monitoring method ) 是由 焦友军 潘晓东 曾洁 于 2021-06-28 设计创作，主要内容包括：本公开提供了一种地下水位监测装置及地下水位监测方法,所述地下水位监测装置包括：浮标式液位计,包括浮漂及连接至所述浮漂上的软标尺,所述软标尺上设有刻度线,所述浮漂随地下水位变化而上下浮动时,所述软标尺上表征地下水当前液位的刻度读数相应变化；及,图像采集器,所述图像采集器结合固定视窗,所述软标尺上表征地下水当前液位的刻度读数位于所述固定视窗内,所述图像采集器用于采集并存储所述软标尺上表征地下水当前液位的刻度读数的图像。本公开实施例提供的地下水位监测装置及地下水位监测方法,提高了野外水文地质工作中地下水监测的精确度,观测系统稳定、直观,成本低廉,实现长期观测。(The present disclosure provides an underground water level monitoring device and an underground water level monitoring method, the underground water level monitoring device including: the buoy type liquid level meter comprises a float and a soft scale connected to the float, wherein the soft scale is provided with scale marks, and when the float floats up and down along with the change of the underground water level, the scale marks for indicating the current underground water level on the soft scale correspondingly change; and the image collector is combined with the fixed window, the scale reading of the current underground water liquid level on the soft scale is positioned in the fixed window, and the image collector is used for collecting and storing the image of the scale reading of the current underground water liquid level on the soft scale. The groundwater level monitoring device and the groundwater level monitoring method provided by the embodiment of the disclosure improve the accuracy of groundwater monitoring in field hydrogeology work, and the observation system is stable and visual, low in cost and capable of realizing long-term observation.)

1. An underground water level monitoring device, comprising:

the buoy type liquid level meter comprises a float and a soft scale connected to the float, wherein the soft scale is provided with scale marks, and when the float floats up and down along with the change of the underground water level, the scale marks for indicating the current underground water level on the soft scale correspondingly change;

and the image collector is provided with a fixed window, the scale reading of the current underground liquid level on the soft scale is positioned in the fixed window, and the image collector is used for collecting and storing the image of the scale reading of the current underground liquid level on the soft scale.

2. The ground water level monitoring device according to claim 1,

the float-type level gauge further includes: pulley assembly and weight, soft scale is around locating on the pulley assembly, the first end of soft scale is connected to on the cursory, the second end of soft scale with the weight is connected.

3. The ground water level monitoring device according to claim 2,

pulley assembly includes first fixed pulley and second fixed pulley at least, the cursory floats on groundwater liquid level, the weight is located groundwater liquid level top, the position in groundwater liquid level top is fixed to first fixed pulley, the position in groundwater liquid level below is fixed to the second fixed pulley, the first end of soft scale is connected the cursory, the second end of soft scale is walked around in proper order first fixed pulley with behind the second fixed pulley with the weight is connected.

4. The ground water level monitoring device according to claim 3,

the ground water level monitoring device further comprises: be fixed in the guard box of groundwater liquid level top, the second fixed pulley with image collector fixes in the guard box, just be in on the guard box inside wall, be located the horizontal position department of image collector's fixed window is equipped with the scale indicator, the scale indicator can indicate scale mark on the soft scale, just the scale that the scale indicator instructed does the scale reading of the current liquid level of groundwater is levied on the soft scale.

5. The ground water level monitoring device according to claim 4,

the scale indicator includes: two triangular indication scale plates; and, connect two triangles indicate the steel wire of scale tablet between, the level setting, two triangles indicate the scale tablet to be located respectively the relative both sides of soft scale, and every triangle indicates the scale tablet to include a horizontal limit, just two triangles indicate the horizontal limit of scale tablet all with the steel wire is in on same water straight line, two closed angles that the scale tablet was instructed to two triangles set up in opposite directions, and all direct the scale mark of soft scale.

6. The ground water level monitoring device according to claim 4,

the ground water level monitoring device is characterized by further comprising a water filter pipe connected below the fixed protection box, the water filter pipe is a hollow pipe body, one end of the water filter pipe is a closed end, the other end of the water filter pipe is an open end, the open end of the water filter pipe is communicated with the fixed protection box, the first fixed pulley is fixed on the water filter pipe, and the buoy is arranged in a hollow cavity of the water filter pipe.

7. The ground water level monitoring device according to claim 6,

the inside division board that is equipped with of strainer, the division board will the well cavity of strainer is divided into first cavity and second cavity, first fixed pulley is located the division board below, just the one end of soft scale is connected the cursory and be located in the first cavity, the other end of soft scale is walked around first fixed pulley, and follows the second cavity extends to on the second fixed pulley.

8. The ground water level monitoring device according to claim 6,

the strainer includes: the filter comprises an inner layer filter pipe, an outer layer filter pipe and a fine mesh screen, wherein the inner layer filter pipe and the outer layer filter pipe are sleeved together; the inner layer water filter pipe and the outer layer water filter pipe are both PVC sieve pipes, and the fine mesh screen is a stainless steel fine mesh screen.

9. The ground water level monitoring device according to claim 4,

and a solar cell is also arranged above the protection box, and the solar cell is connected with the image collector and used for providing a power supply for the image collector.

10. A groundwater level monitoring method, characterized in that groundwater level monitoring is performed using the groundwater level monitoring apparatus according to any one of claims 1 to 9, the method comprising:

placing a float type liquid level meter in underground water to be monitored, wherein when the float floats up and down along with the change of the underground water level, the scale reading of the current underground water level on the soft scale changes correspondingly;

gather and save through image collector the last scale reading's of the present liquid level of groundwater of expropriating of soft scale image to according to the groundwater level is monitored, specifically includes:

setting a timing photographing time interval of the image collector, and storing the image collected by the image collector in a memory card, or transmitting the collected image to a processor;

and sequencing the images according to time, and processing the images through a manual work or a processor to obtain underground water level observation data which are arranged in time sequence in a continuous time period.

Technical Field

The invention relates to the technical field of hydrogeology, in particular to an underground water level monitoring device and an underground water level monitoring method.

Background

In hydrology and geology, the field long-term observation of underground water level is an important work, and provides basic data support for researching water resource quantity and dynamic change of underground aquifers. However, in some areas, such as the southwest karst mountainous area, the field conditions of natural underground water outcrops such as spring water and underground rivers are hard, and if standard observation facilities same as hydrologic stations are made, the budget cost is greatly increased, so that hydrogeology test and observation are carried out on spring points and underground river outlets in the field karst mountainous area, long-term observation is easier to realize by adopting small and medium-sized simple equipment, the cost can be reasonably brought into project budget, and the smooth completion of work is facilitated.

In addition, in the research on the relation between the deformation of the geological fracture zone and the change of the underground water and the research on the earthquake and the underground water, because the deformation of the fracture zone in a short time is very small and the change of the underground water level is also very small, a high-precision underground water monitoring method and equipment are needed, and the precision of a millimeter level can be at least ensured. Most of the underground water level long-term monitoring devices adopted at present cannot achieve millimeter-scale accuracy.

At present, most of instruments for observing underground water in field hydrogeology work adopt a pressure conduction type water level gauge probe, but the pressure conduction type water level gauge has the defects of poor measurement precision, centimeter-level error and incapability of meeting the observation precision when the underground water level with small flow changes less. Except for a pressure conduction type observation method, an ultrasonic wave and laser radar distance measurement monitoring method is adopted, but the two methods need to carry out ultrasonic wave and laser radar signal conversion, have higher equipment price and complex installation, are limited by instrument cost, and can be rarely installed in places with poor field conditions.

Disclosure of Invention

The embodiment of the disclosure provides an underground water level monitoring device and an underground water level monitoring method, which can improve the accuracy of underground water level monitoring in field hydrogeology work, are more stable and visual, have low cost and can realize long-term observation.

The technical scheme provided by the embodiment of the disclosure is as follows:

the embodiment of the present disclosure provides an underground water level monitoring device, including:

the buoy type liquid level meter comprises a float and a soft scale connected to the float, wherein the soft scale is provided with scale marks, and when the float floats up and down along with the change of the underground water level, the scale marks for indicating the current underground water level on the soft scale correspondingly change;

and the image collector is provided with a fixed window, and the scale reading of the current underground water liquid level on the soft scale is positioned in the fixed window and is used for collecting and storing the image of the scale reading of the current underground water liquid level on the soft scale.

Illustratively, the float-type level gauge further comprises: pulley assembly and weight, soft scale is around locating on the pulley assembly, the first end of soft scale is connected to on the cursory, the second end of soft scale with the weight is connected.

Exemplarily, pulley block includes first fixed pulley and second fixed pulley at least, the cursory floats on groundwater liquid level, the weight is located groundwater liquid level top, the position of groundwater liquid level top is fixed to first fixed pulley, the position of groundwater liquid level below is fixed to the second fixed pulley, the first end of soft scale is connected the cursory, the second end of soft scale is walked around in proper order first fixed pulley with behind the second fixed pulley with the weight is connected.

Illustratively, the ground water level monitoring device further comprises: be fixed in the guard box of groundwater liquid level top, the second fixed pulley with image collector fixes in the guard box, just be in on the guard box inside wall, be located the horizontal position department of image collector's fixed window is equipped with the scale indicator, the scale indicator can indicate scale mark on the soft scale, just the scale that the scale indicator instructed does the scale reading of the current liquid level of groundwater is levied on the soft scale.

Illustratively, the scale indicator comprises: two triangular indication scale plates; and, connect two triangles indicate the steel wire of scale tablet between, the level setting, two triangles indicate the scale tablet to be located respectively the relative both sides of soft scale, and every triangle indicates the scale tablet to include a horizontal limit, just two triangles indicate the horizontal limit of scale tablet all with the steel wire is in on same water straight line, two closed angles that the scale tablet was instructed to two triangles set up in opposite directions, and all direct the scale mark of soft scale.

Exemplarily, the ground water level monitoring device further comprises a water filter pipe connected below the fixed protection box, the water filter pipe is a hollow pipe body, one end of the water filter pipe is a closed end, the other end of the water filter pipe is an open end, the open end of the water filter pipe is connected and communicated with the fixed protection box, the first fixed pulley is fixed on the water filter pipe, and the float is arranged in a hollow cavity of the water filter pipe.

Exemplarily, the inside division board that is equipped with of strainer, the division board will the well cavity of strainer is divided into first cavity and second cavity, first fixed pulley is located the division board below, just the one end of soft scale is connected float and is located in the first cavity, the other end of soft scale is walked around first fixed pulley, and is followed the second cavity extends to on the second fixed pulley.

Illustratively, the strainer comprises: the filter comprises an inner layer filter pipe, an outer layer filter pipe and a fine mesh screen, wherein the inner layer filter pipe and the outer layer filter pipe are sleeved together; the inner layer water filter pipe and the outer layer water filter pipe are both PVC sieve pipes, and the fine mesh screen is a stainless steel fine mesh screen.

Exemplarily, a solar cell is further arranged above the protection box, and the solar cell is connected with the image collector and used for providing a power supply for the image collector.

The embodiment of the disclosure also provides an underground water level monitoring method, which adopts the underground water level monitoring device to monitor underground water level, and the method comprises the following steps:

placing a float type liquid level meter in underground water to be monitored, wherein when the float floats up and down along with the change of the underground water level, the scale reading of the current underground water level on the soft scale changes correspondingly;

and acquiring and storing an image of the scale reading of the current underground water level on the soft scale through an image acquisition device so as to monitor the underground water level according to the image.

In an exemplary embodiment, the method includes acquiring and storing an image of a scale reading indicating a current underground water level on the soft scale by an image acquisition device, so as to monitor the underground water level according to the image, and specifically includes:

setting a timing photographing time interval of the image collector, and storing the image collected by the image collector in a memory card, or transmitting the collected image to a processor;

and sequencing the images according to time, and processing the images through a manual work or a processor to obtain underground water level observation data which are arranged in time sequence in a continuous time period.

The beneficial effects brought by the embodiment of the disclosure are as follows:

the embodiment of the disclosure provides an underground water level monitoring device and an underground water level monitoring method, wherein a buoy type liquid level meter is applied to underground water level monitoring, and is particularly suitable for long-term observation of underground water points with severe field conditions in the field of hydrogeology; meanwhile, the problem that the atmospheric pressure of the pressure type water level meter is unstable is avoided, the installation condition during field underground water level monitoring is considered, the structure is simple and ingenious, and the cost is far lower than that of other monitoring equipment in the professional field.

Drawings

FIG. 1 is a schematic diagram of a ground water level monitoring apparatus provided in one embodiment of the present disclosure;

FIG. 2 is a schematic diagram of a scale on a soft scale in a fixed window in the groundwater level monitoring device provided in the embodiment of the disclosure;

fig. 3 is a schematic structural view illustrating a strainer in a ground water level monitoring apparatus according to an embodiment of the present disclosure;

fig. 4 is a schematic structural view of a ground water level monitoring apparatus according to another embodiment of the present disclosure.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present disclosure more apparent, the technical solutions of the embodiments of the present disclosure will be described clearly and completely with reference to the drawings of the embodiments of the present disclosure. It is to be understood that the described embodiments are only a few embodiments of the present disclosure, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the described embodiments of the disclosure without any inventive step, are within the scope of protection of the disclosure.

Unless otherwise defined, technical or scientific terms used herein shall have the ordinary meaning as understood by one of ordinary skill in the art to which this disclosure belongs. The use of "first," "second," and similar terms in this disclosure is not intended to indicate any order, quantity, or importance, but rather is used to distinguish one element from another. Also, the use of the terms "a," "an," or "the" and similar referents do not denote a limitation of quantity, but rather denote the presence of at least one. The word "comprising" or "comprises", and the like, means that the element or item listed before the word covers the element or item listed after the word and its equivalents, but does not exclude other elements or items. The terms "connected" or "coupled" and the like are not restricted to physical or mechanical connections, but may include electrical connections, whether direct or indirect. "upper", "lower", "left", "right", and the like are used merely to indicate relative positional relationships, and when the absolute position of the object being described is changed, the relative positional relationships may also be changed accordingly.

Before the detailed description of the groundwater level monitoring device and the groundwater level monitoring method provided by the embodiments of the present disclosure, the following description of the related art is necessary:

in hydrology and geology, the field long-term observation of underground water level is an important work, and provides basic data support for researching water resource quantity and dynamic change of underground aquifers. However, in southwest karst mountainous areas, due to the fact that field conditions of natural underground water outcrops such as spring water and underground rivers are hard, power supply facilities are not provided in the areas, and even villages and roads are not provided. Therefore, if standard hydraulic buildings such as hydraulic engineering and hydraulic stations are made in these places to carry out hydrological observation, the cost is greatly increased, and therefore, the long-term automatic underground water observation cannot be completed under a limited budget due to severe field conditions.

At present, aiming at carrying out hydrogeological test and observation on spring points and underground river outlets in a field karst mountain area, small and medium-sized simple equipment is adopted, long-term observation is easier to realize, and cost can be reasonably brought into project budget, so that the smooth completion of work is facilitated.

In addition, in the research on the relation between the deformation of the geological fracture zone and the change of the underground water and the research on the earthquake and the underground water, because the deformation of the fracture zone in a short time is very small and the change of the underground water level is also very small, a high-precision underground water monitoring method and equipment are needed, and the precision of a millimeter level can be at least ensured. Most of the underground water level long-term monitoring devices adopted at present cannot achieve millimeter-scale accuracy.

In the related technology, the pressure conduction type water level gauge probe is mostly adopted in the instrument for observing underground water in field hydrogeological work, the volume is small, the water pressure can be automatically recorded for a long time, and the instrument can be directly placed in an underwater protection device for observation. However, it has a disadvantage that the atmospheric pressure and the water pressure are recorded simultaneously, and the atmospheric pressure needs to be subtracted when calculating the water level, however, since the local atmospheric pressure is not stable, the atmospheric pressure at one position cannot represent the atmospheric pressure at other positions, resulting in errors in the data processing process. For example, in the south west karst area, the flow is very large in rainy season and small in dry season, and the flow is calculated by observing the water depth of a triangular weir through a long sequence of pressure type water level probes. Particularly, when the underground water level changes little in dry seasons and the local atmospheric pressure in mountainous areas changes greatly, the obtained underground water level observation value has a large error and even has a negative value, and the requirement of field hydrogeological observation cannot be met. Therefore, there is a need to find other more accurate methods to observe the groundwater level.

In addition to the pressure conduction type groundwater level observation method, there are also ultrasonic and laser ranging groundwater level observation methods. The underground water level observation method based on ultrasonic and laser ranging can accurately measure the water level, but signals of ultrasonic waves, laser and electromagnetic waves in the instrument need to be converted through a signal controller. The existing ultrasonic water level meter or laser and radar water level measuring instrument is mostly adopted in hydrology stations and hydraulic engineering or used under sufficient conditions in laboratories, equipment capable of automatically recording and observing for a long time is high in price and complex in installation, and installation can be rarely achieved in places with poor field conditions.

In addition, in the related art, the float type liquid level meter is a mechanical observation instrument with the simplest principle and structure, is the most intuitive liquid level measuring mode, has the simplest principle, the highest equipment precision, can be manufactured by self, and has low cost, but the existing float type liquid level meter capable of realizing automatic observation needs to adopt modes such as electric signal conversion, and the like, or the scale is a fixed scale, so the instrument has a complicated structure and poor accuracy, and the float type liquid level meter is not applied to long-term automatic observation of field underground water at present.

Based on the above problems, the embodiment of the present disclosure provides an underground water level monitoring device and an underground water level monitoring method, wherein a float-type level meter is applied to underground water level monitoring, and is particularly suitable for long-term observation of underground water points with severe field conditions in the field of hydrogeology.

The groundwater level monitoring device and the groundwater level monitoring method provided by the embodiment of the disclosure are explained in detail below.

As shown in fig. 1, the groundwater level monitoring device provided in the embodiment of the present disclosure mainly includes two parts, that is, a float-type level gauge 100 for placing in groundwater and an image collector 200 disposed above a groundwater level, where the float-type level gauge 100 includes a float 110 capable of floating up and down along with a change in groundwater level and a soft scale 120 connected to the float 110, the soft scale 120 is provided with a scale mark 130, the float 110 is capable of floating up and down along with a change in groundwater level, and a scale reading of a current groundwater level on the soft scale 120 changes accordingly; the image collector 200 has a fixed window, the scale reading of the current underground water level on the soft scale 120 is located in the fixed window, and the image collector 200 is used for collecting and storing the image of the scale reading of the current underground water level on the soft scale 120.

The underground water level monitoring device provided by the embodiment of the disclosure applies the float type liquid level meter 100 to underground water level monitoring, and is particularly suitable for long-term observation of underground water points with severe field conditions in the field of hydrogeology, wherein the float type liquid level meter 100 with a mechanical structure is installed in underground water, and can float up and down along with water level change according to the float 110 of the float type liquid level meter 100, so that scale reading of underground water liquid level is assessed to be changed correspondingly on the soft scale 120 connected with the float 110, and the liquid level reading is directly obtained by collecting the image of the scale reading on the scale, therefore, compared with water level monitoring modes such as ultrasonic wave and laser radar ranging, instrument signal conversion is not needed, and the maximum accuracy can be ensured by directly obtaining the scale reading image on the scale; meanwhile, the problem that the atmospheric pressure of the pressure type water level meter is unstable is avoided, the installation condition during field underground water level monitoring is considered, the structure is simple and ingenious, and the cost is far lower than that of other monitoring equipment in the professional field.

It should be noted that the groundwater level monitoring device provided by the embodiment of the disclosure can be applied to various groundwater level monitoring, in particular, is suitable for field groundwater level monitoring work under severe conditions, in particular, is suitable for research on groundwater level requiring high-precision observation such as geological fracture zone deformation and groundwater change, earthquake and groundwater, and the like.

The groundwater level monitoring device provided by the embodiment of the present disclosure is explained in more detail below.

The float-type liquid level meter 100 used in the embodiment of the present disclosure may be a mechanical-type liquid level meter, and does not require signal conversion. In some embodiments, the structure of the floating level meter 100 may be that the floating level meter 100 may include: cursory 110, soft scale 120, pulley assembly 140 and weight 150, soft scale 120 around locating on pulley assembly 140, the first end of soft scale 120 is connected to on cursory 110, the second end of soft scale 120 with weight 150 is connected.

By using the buoy-type liquid level meter 100, the weight 150 and the float 110 are respectively connected with two ends of the soft scale 120, the middle part of the soft scale 120 is lapped on the pulley component 140, after the buoy-type liquid level meter 100 is placed in underground water, at least part of the volume of the float 110 is submerged in the water, the weight 150 is suspended above the liquid level of the underground water, at the moment, a stable system is formed among the weight 150, the float 110 and the soft scale 120, when the underground water level is lifted, the float 110 is lifted due to the change of the volume of water discharged, the soft scale 120 and the weight 150 can also move along with the water, and finally, new balance is achieved. Therefore, observing the scale reading change on the soft scale 120 within the fixed window of the image collector 200 can represent the rise and fall of the groundwater level.

It should be noted that the specific structure of the pulley assembly is not limited, and various structures can be adopted.

The floating level gauge 100 should be designed to be as simple as possible and low in cost in consideration of limited conditions for monitoring the underground water level in the field.

Therefore, it is necessary to design a float-type level gauge 100 that can be used for long-term automatic detection of field groundwater, while ensuring its simple structure, low cost and high measurement accuracy.

In order to achieve the above purpose, the floating type liquid level meter 100 applied to field underground water level monitoring in the embodiment of the present disclosure is structurally modified to achieve the simplest method of mechanically observing the water level.

As shown in fig. 1, in some embodiments of the present disclosure, in the floating level gauge 100, the pulley assembly 140 includes at least a first fixed pulley 141 and a second fixed pulley 142, the float 110 floats on the ground water level, the weight 150 is located above the ground water level, the first fixed pulley 141 is fixed at a position above the ground water level, the second fixed pulley 142 is fixed at a position below the ground water level, a first end of the soft scale 120 is connected to the float 110, and a second end of the soft scale 120 sequentially passes around the first fixed pulley 141 and the second fixed pulley 142 and then is connected to the weight 150.

In the above scheme, two fixed pulleys are used, so that the soft scale 120 can move synchronously with the up-and-down movement of the water surface float 110, one fixed pulley is fixedly installed above the groundwater liquid level, and the other fixed pulley is installed below the groundwater liquid level.

This buoy type level gauge 100 simple structure, through cursory 110, first fixed pulley 141, second fixed pulley 142, weight 150 and the balance that reaches between the soft scale 120 for cursory 110 can float along with the liquid level change from top to bottom, can direct observation, and the accuracy is high, satisfies the observation requirement. The first fixed pulley 141 and the second fixed pulley 142 enable the soft scale 120 to move along with the water level, and the second fixed pulley 142 converts the gravity of the weight into the downward pulling force of the buoy, so that the pulling force is balanced with the buoyancy, and the buoyancy is skillfully utilized to immerse the part of the buoy in the water, so that the monitoring system is more stable than that of directly pulling the buoy upwards without the fixed pulley. In addition, the long-term automatic observation is easily realized by combining the timing image acquisition of a mature infrared camera on the market. The method has greatly reduced cost and improved accuracy.

In some embodiments, the soft scale 120 is designed according to the structure shown in fig. 2, and can be made of white film, and the scale on the soft scale 120 can be designed in the following manner: the scale markings start with 0 and mark a full number every 1 cm. Wherein the interval between the large marked scales is 5mm, and the interval between the small marked scales is 1 mm. It will of course be appreciated that the specific structural design for the soft scale 120 is not so limited.

Furthermore, in some embodiments, the float 110 may be cylindrical, so as to facilitate calculation of the buoyancy and volume of the float 110, for example, the calculation is performed at an acceleration of gravity of 9.8N/kg, and assuming that the buoyancy of the float 110 completely submerged in water is 9.8N, the volume of the float 110 is about 2L, so the size length of the float 110 may be 50cm, and the cross-sectional area of the cylinder may be 40cm². It will be appreciated, of course, that the specific construction of the float 110 is not limited thereto. In addition, it should be noted that, in order to ensure structural stability, the relationship between the float and the weight preferably satisfies: when the buoy is balanced with the weight and the flexible rule, at least one third of the volume of the buoy is submerged in water.

In addition, in some embodiments, the weight 150 may have a gravity of 4.9N, the weight 150 may have a mass of 500g, and the lead weight 150 may be selected, so as to reduce the volume of the weight 150 as much as possible without changing the mass of the weight, and the weight 150 should be selected to have a cylindrical shape with a long length as much as possible. It will be understood, of course, that the specific materials and mass parameters of the weight 150 are not limited thereto.

When the water level change is great, the weight can be partly or totally submerged under extreme condition, and the buoyancy that the volume of weight produced this moment can offset the pulling force of a part rope, will cause the part that the cursory submerged also to change like this, and the scale takes place to remove, causes certain error. In order to solve the above problem, in the embodiment of the present disclosure, at least one movable pulley, for example, 1 movable pulley or 2 movable pulleys, may be further installed between the weight and the second fixed pulley to reduce the stroke of the halved weight, so as to prevent the weight from sinking into water.

In addition, in order to ensure the stability and service life of the groundwater level monitoring device in consideration of the harsh environmental conditions of field groundwater monitoring, in some embodiments, as shown in fig. 1, the groundwater level monitoring device further includes: be fixed in guard box 300 of groundwater liquid level top, second fixed pulley 142 with image collector 200 is fixed in guard box 300, and on the guard box 300 inside wall, be located the horizontal position department of image collector 200's fixed window is equipped with scale indicator 500, scale indicator 500 can indicate scale mark 130 on the soft scale 120, just the scale that scale indicator 500 indicated does the scale reading of the present liquid level of groundwater is gone up to the soft scale 120.

In the above scheme, by providing the protection box 300, on one hand, the image acquirer 200 and the second fixed pulley 142 and other components are protected, and on the other hand, the protection box 300 can play a role of providing fixed support for the image acquirer 200, the second fixed pulley 142, the scale indicator 500 and the like.

In addition, in the above scheme, a fixed window a (as shown in fig. 1 and fig. 2 by a dashed line frame) may be formed by adjusting a distance between the photographing lens of the image acquirer 200 and the soft scale 120, and the scale of the soft scale 120 may be located at a central position of the fixed window a.

Also as shown, in some embodiments, as shown in fig. 2, the scale indicator 500 comprises: two triangular indicating scale tiles 510; and, connect two triangles indicate steel wire 520 of level setting between scale tablet 510, two triangles indicate scale tablet 510 to be located respectively soft scale 120's relative both sides, and every triangle indicates that scale tablet 510 includes a horizontal limit, just two triangles indicate scale tablet 510's horizontal limit all with steel wire 520 is in on same water straight line, two closed angles that scale tablet 510 was instructed to two triangles set up in opposite directions, and all point to soft scale 120's scale mark 130.

In the above scheme, before image collector 200's taking lens, middle horizontal position is close to soft scale 120's position can set up scale indicator 500, the accessible of scale tablet 510 is instructed to two triangles of this scale indicator 500 the guard box 300 inner wall is fixed, the closed angle that scale tablet 510 was instructed to the triangle extends to before soft scale 120, and the horizontal limit can be located image collector 200's taking lens's fixed window midpoint.

The triangular indication scale 510 may be made of a small-angle triangular iron plate, which may be a striking color, for example, a red triangular indication scale 510; in addition, connect through a horizontally steel wire 520 between two triangle instruction scale tablet 510, and two triangle instruction scale tablet 510's horizontal limit is in same horizontal straight line with steel wire 520, just so guaranteed the scale reading accuracy of the flexible rule in the fixed window, for example, can be accurate to the millimeter level.

It will be understood, of course, that the specific configuration of the scale indicator 500 is not so limited.

In addition, in the embodiment of the present disclosure, as shown in fig. 1, the ground water level monitoring device further includes a water filter tube 600 connected below the fixed protection box 300, the water filter tube 600 is a hollow tube body, one end of the water filter tube 600 is a closed end, the other end of the water filter tube is an open end, the open end of the water filter tube 600 is connected and communicated with the fixed protection box 300, the first fixed pulley 141 is fixed on the water filter tube 600, and the float 110 is disposed in a hollow cavity of the water filter tube 600.

In the above scheme, the strainer 600 can filter silt and impurities in the groundwater, so that the water in the strainer 600 is clear, and the normal movement of the float 110, the soft scale 120 and the pulley cannot be interfered.

In some embodiments, the strainer 600 may be designed as a multi-joint pipe, with joints at both ends of each pipe, and the length of each pipe may be designed according to the application, for example, in one embodiment, each pipe is 1m long.

In addition, in some embodiments, the bottom of the water filter tube 600 may be sealed by a sealing plug 601, a fixed support frame 602 may be disposed on the sealing plug 601, and the second fixed pulley 142 may be mounted to the fixed support frame 602 by a cross beam penetrating through the water filter tube 600, so as to prevent the bottom from settling sand and affecting the movement of the second fixed pulley 142. Wherein the second fixed sheave 142 should be installed below the lowest water level position for many years.

In order to further prevent the bottom from settling sand, when the filter pipes comprise a plurality of sections of filter pipes which are spliced, the plurality of sections of filter pipes comprise a first section of filter pipe, the first section of filter pipe is a section of filter pipe with the first fixed pulley, and the first section of filter pipe can be arranged in the middle of the plurality of sections of filter pipes. For example, two more strainer pipes may be added below the first strainer pipe depending on the depth of the water and the bottom environment. Therefore, the bottommost section of the filter pipe is conveniently fixed at the bottom of the water, and the influence of the fact that the lower filter pipe enters the bottom mud too deeply to affect the first fixed pulley is not considered. In addition, the lowest section of the water filter pipe can be additionally provided with an iron stick to knock or be buried under the water to achieve the position fixation.

Further, in some embodiments, as shown in fig. 3, the water filter tube 600 includes: an inner layer water filtering pipe 610 and an outer layer water filtering pipe 620 which are sleeved together, and a fine mesh screen 630 which is positioned between the inner layer water filtering pipe 610 and the outer layer water filtering pipe 620; wherein the inner and outer strainer pipes 610 and 620 are PVC sieve pipes, and the fine mesh screen 630 is a stainless steel fine mesh screen 630.

In the above scheme, the outer layer strainer 620 and the inner layer strainer 610 can be made of PVC sieve pipes, which are corrosion resistant, in order to enhance strength, the PVC sieve pipes can be made of steel wire mesh framework PVC pipes, and the pipe walls of the inner and outer layer strainers 620 are uniformly perforated. For example, the diameter of the inner filter tube 610 may be DN90 mm, the diameter of the inner filter tube 610 may be DN110 mm, and the aperture on the tube wall may be 6 mm. The outer wall of the inner layer strainer 610 is wrapped with a 60-mesh fine-hole stainless steel screen to further filter silt and impurities.

It is of course understood that the specific structure of the drainpipe 600 is not limited thereto.

In addition, because the cursory is connected to soft scale one end, the other end is around first fixed pulley, second fixed pulley and is connected the weight, consequently two sections soft scales that stretch out from first fixed pulley both sides respectively can have longer distance to be the form side by side in aqueous, take place the winding scheduling problem in aqueous easily, in order to solve this technical problem, will separate through isolation structure from two sections soft scales that stretch out of first fixed pulley both sides in this embodiment of the disclosure to solve the winding problem of two sections soft scales.

For example, in some embodiments, as shown in fig. 4, a partition 640 is disposed inside the water filtering pipe 600, the partition 640 divides the hollow chamber of the water filtering pipe 600 into a first chamber and a second chamber, the first fixed pulley 141 is located below the partition 640, one end of the soft scale is connected to the float and located in the first chamber, and the other end of the soft scale passes around the first fixed pulley 141 and extends from the second chamber to the second fixed pulley 142.

According to the scheme, the partition plate 640 is designed in the middle of the water filter pipe 600, so that two sections of soft scales extending out of two sides of the first fixed pulley 141 are separated by the partition plate 640, and the winding problem cannot occur. Simple structure and low cost. The partition 640 may be integrally formed with the drainpipe or may be separately provided.

It should be noted that, the above is only an embodiment of an isolation structure, and in other embodiments, the purpose of separating two sections of soft scales extending from two sides of the first fixed pulley by the isolation plate may also be achieved in other manners, for example, a third fixed pulley is additionally arranged beside the first fixed pulley, and the soft scale extends to the second fixed pulley by passing around the third fixed pulley, so that by the arrangement of the third fixed pulley, the distance between one section of soft scale extending from the first fixed pulley and one section of soft scale extending from the third fixed pulley may be increased, so as to reduce the winding problem of the two sections of soft scales.

In some embodiments, the protection box 300 is fixedly connected to the water filter 600, the image collector 200 is disposed on a sidewall inside the protection box 300, a solar cell 700 is further disposed above the protection box 300, and the solar cell 700 is connected to the image collector 200 and is used for providing a power supply for the image collector 200.

It is understood that, in practical applications, in order to avoid a fault state such as no power of the solar cell 700, a backup battery may be further disposed in the protection box 300, and when the image collector 200 does not receive the power of the solar cell 700, the backup battery may be switched to supply power to the image collector 200.

In addition, in some embodiments, the image collector 200 may select an infrared camera, and the infrared camera may ensure that the liquid level scale reading image can be clearly obtained even when the ambient light brightness is low.

It is understood that the image collector 200 may be implemented by other types of cameras, and the invention is not limited thereto.

Furthermore, in some embodiments, the ground water level monitoring apparatus may further include: the alarm is used for giving an alarm when the image collector 200 is detected to be out of order and cannot work normally; and/or alarming when the scale reading in the scale reading image collected by the image collector 200 is identified to be greater than a first preset value or less than a second preset value; and/or alarming when the scale reading change value is lower than a threshold value within more than a preset continuous time period in the scale reading image collected by the image collector 200.

By adopting the scheme, the alarm can be set to give an alarm when the image collector 200 fails, and the failure of the image collector 200 can be discovered in time, so that the monitoring continuity is ensured; when the underground water liquid level is larger than a first preset value or is lower than a second preset value, alarming is carried out, the first preset value can be a highest water level value which is set manually according to a water level observation requirement, and the second preset value can be a lowest water level value which is set manually according to the water level observation requirement, so that abnormal changes of the water level can be found in time; when the scale reading value is lower than the threshold value for a predetermined continuous time period, an alarm is given, that is, if the scale reading value is lower than the threshold value, for example, the threshold value is 0, i.e., the scale reading value has not changed all the time, in a time period exceeding a set duration, for example, several days, a fault such as jamming of the soft scale 120 may occur, and an alarm is given in time.

In addition, the groundwater level monitoring device provided in the embodiment of the present disclosure may store the image acquired by the image acquirer 200 in a memory card by setting a time interval for taking a picture at a fixed time of the image acquirer 200, or transmit the acquired image to a processor; and sequencing the images according to time, and processing the images through a manual work or a processor to obtain underground water level observation data which are arranged in time sequence in a continuous time period.

In addition, in order to prevent the problems of too fast movement of the soft scale, blurring of the collected image and the like caused by the severe surrounding environment, such as the sudden change of the groundwater level in the storm environment, in some embodiments of the present disclosure, a damping structure may be further disposed on the first fixed pulley and the second fixed pulley. How to arrange the damping structure on the fixed pulley is not described herein again, and any structure that can prevent the soft scale from moving too fast by arranging the damping structure on the fixed pulley can be applied to the invention.

In addition, the embodiment of the disclosure also provides an underground water level monitoring method, which is used for monitoring the underground water level by adopting the underground water level monitoring device provided by the embodiment of the disclosure, and the method comprises the following steps:

step S01, placing the float type liquid level meter 100 in the underground water to be monitored, wherein when the float 110 floats up and down along with the change of the underground water level, the scale reading of the current underground water level on the soft scale 120 changes correspondingly;

step S02, collecting and storing an image of the scale reading indicating the current underground water level on the soft scale 120 by the image collector 200, so as to monitor the underground water level according to the image.

In some embodiments, step S01 specifically includes:

setting a time interval of the timed photographing of the image collector 200, and storing the image collected by the image collector 200 in a memory card, or transmitting the collected image to a processor;

and sequencing the images according to time, and processing the images through a manual work or a processor to obtain underground water level observation data which are arranged in time sequence in a continuous time period.

In addition, the method provided by the embodiment of the disclosure further comprises the following steps:

step S03, when detecting that the image collector 200 has a fault and can not work normally, alarming;

and/or alarming when the scale reading in the scale reading image collected by the image collector 200 is identified to be greater than a first preset value or less than a second preset value;

and/or alarming when the scale reading change value is lower than a threshold value within more than a preset continuous time period in the scale reading image collected by the image collector 200.

The following points need to be explained:

(1) the drawings of the embodiments of the disclosure only relate to the structures related to the embodiments of the disclosure, and other structures can refer to the common design.

(2) For purposes of clarity, the thickness of layers or regions in the figures used to describe embodiments of the present disclosure are exaggerated or reduced, i.e., the figures are not drawn on a true scale. It will be understood that when an element such as a layer, film, region, or substrate is referred to as being "on" or "under" another element, it can be "directly on" or "under" the other element or intervening elements may be present.

(3) Without conflict, embodiments of the present disclosure and features of the embodiments may be combined with each other to arrive at new embodiments.

The above is only a specific embodiment of the present disclosure, but the scope of the present disclosure is not limited thereto, and the scope of the present disclosure should be determined by the scope of the claims.