CN219864981U - Drilling water level dynamic monitoring device - Google Patents

Drilling water level dynamic monitoring device Download PDF

Info

Publication number
CN219864981U
CN219864981U CN202320223206.5U CN202320223206U CN219864981U CN 219864981 U CN219864981 U CN 219864981U CN 202320223206 U CN202320223206 U CN 202320223206U CN 219864981 U CN219864981 U CN 219864981U
Authority
CN
China
Prior art keywords
water level
data acquisition
conductive
monitoring device
sliding
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202320223206.5U
Other languages
Chinese (zh)
Inventor
石亚朝
郭靖
王永国
刘柏林
陈晓莉
黄兴
于海峰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Railway Fifth Survey and Design Institute Group Co Ltd
Original Assignee
China Railway Fifth Survey and Design Institute Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Railway Fifth Survey and Design Institute Group Co Ltd filed Critical China Railway Fifth Survey and Design Institute Group Co Ltd
Priority to CN202320223206.5U priority Critical patent/CN219864981U/en
Application granted granted Critical
Publication of CN219864981U publication Critical patent/CN219864981U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A90/00Technologies having an indirect contribution to adaptation to climate change
    • Y02A90/30Assessment of water resources

Landscapes

  • Level Indicators Using A Float (AREA)

Abstract

The embodiment of the utility model provides a drilling water level dynamic monitoring device, which comprises a sliding resistance variable component and a data acquisition component, wherein the sliding resistance variable component is electrically connected with the data acquisition component to form a closed loop; the sliding variable resistance assembly comprises an insulating floating piece, a resistance wire, a supporting piece and a conductive sliding rod; the water level in the drill hole is measured and recorded by utilizing the resistance change in the single-cycle circuit caused by the up-and-down water level change and the slide rheostat principle, so that the original method of measuring by lowering a measuring rope in the drill hole by field operators is replaced; the problems that the manual measuring method is limited by conditions such as sensory errors of measuring staff, long water consumption of single water level observation, incapability of continuously recording water level change and the like are effectively solved, time and cost required by water level observation of a drilled hole are greatly reduced, and water level observation efficiency and accuracy can be effectively improved.

Description

Drilling water level dynamic monitoring device
Technical Field
The utility model relates to the technical field of geological investigation, in particular to a drilling water level dynamic monitoring device.
Background
The tunnel engineering of long and large lines such as railways, highways and the like needs to carry out a borehole hydrogeological test and carries out water level measurement in the borehole; at present, manual measurement is generally adopted, and the measurement method comprises the following steps: the operators tie the core blocks on the measuring ropes and extend the core blocks into the drill holes; when the rock core blocks at the bottom of the rope reach the vicinity of the water surface, an operator lifts the rope up and down to determine the position of the water surface according to the tension change caused by buoyancy difference, and then the water level burial depth is determined according to the scale of the rope or the length of the rope measured by a tape measure.
However, manual measurement often has the following drawbacks:
(1) The measurement result data precision is lower: an operator only determines the water surface position by sense organs, so that the measured value and the true value are often greatly different, and the calculation result is influenced;
(2) The interval of the stratum acquisition data with faster water level change does not meet the requirement: the period of water level is longer every time the water level is measured, and the dynamic change trend of the water level along with time can not be continuously recorded by manual measurement;
(3) The labor cost is high: for example, for a stratum with low permeability and slow water level change, more than two operators need to observe on site for a long time, and the intellectualization and simplification degree are low.
Based on the above, some scholars at present invent some relatively intelligent water level measuring devices and methods, such as a hydrogeological exploration groundwater level observing device disclosed in CN 216559195U; however, most of the devices are complicated and have poor operability.
In view of this, the present utility model has been made.
Disclosure of Invention
In order to solve one of the technical defects, the embodiment of the utility model provides a drilling water level dynamic monitoring device.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
according to a first aspect of the embodiment of the utility model, a borehole water level dynamic monitoring device is provided, which comprises a sliding resistance variable component and a data acquisition component, wherein the sliding resistance variable component is electrically connected with the data acquisition component to form a closed loop; the sliding varistor assembly includes:
the insulating floating piece is arranged in the drill hole and floats on the water surface;
the resistor wire is arranged along the vertical direction; the top end of the data acquisition assembly is connected with the data acquisition assembly, and the bottom end of the data acquisition assembly penetrates through the water surface and is vertically arranged at the bottom of the drilling hole;
the support piece is arranged along the vertical direction; the bottom end is arranged on the insulating floating piece, the top end is provided with a conductive piece, and the conductive piece is electrically connected with the data acquisition assembly;
one end of the conductive sliding rod is movably connected with the conductive piece, and the other end of the conductive sliding rod is connected with the resistor wire in a sliding way.
Compared with the prior art, the drilling water level dynamic monitoring device provided by the embodiment of the utility model has the following technical effects:
the utility model provides a drilling water level dynamic monitoring device which comprises a sliding resistance variable component and a data acquisition component, wherein the sliding resistance variable component is electrically connected with the data acquisition component to form a closed loop; the sliding variable resistance assembly comprises an insulating floating piece, a resistance wire, a supporting piece and a conductive sliding rod; the water level in the drill hole is measured and recorded by utilizing the resistance change in the single-cycle circuit caused by the up-and-down water level change and the slide rheostat principle, so that the original method of measuring by lowering a measuring rope in the drill hole by field operators is replaced; the problems that the manual measuring method is limited by conditions such as sensory errors of measuring staff, long water consumption of single water level observation, incapability of continuously recording water level change and the like are effectively solved, time and cost required by water level observation of a drilled hole are greatly reduced, and water level observation efficiency and accuracy can be effectively improved.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the utility model and do not constitute a limitation on the utility model. In the drawings:
FIG. 1 is a schematic diagram of a borehole water level dynamic monitoring device according to an embodiment of the present utility model;
fig. 2 is a schematic enlarged partial view of a borehole water level dynamic monitoring device according to an embodiment of the present utility model.
The figures are marked as follows:
1. a fixed bracket; 2. a data acquisition instrument; 3. a power supply; 4. a wire winding and unwinding member; 5. a resistance wire; 6. an insulating float; 601. a through hole; 7. a support; 8. a conductive slide bar; 801. a conductive ring; 9. a gravitational member; 10. an electric wire; 11. a control switch; 12. and a conductive member.
Detailed Description
The embodiment of the utility model discloses a drilling water level dynamic monitoring device, which is used for solving the problem that the manual measurement method is limited by conditions such as sensory errors of measuring staff, time consumption of single water level observation, incapability of continuously recording water level change and the like.
In order to make the technical solutions and advantages of the embodiments of the present utility model more apparent, the following detailed description of exemplary embodiments of the present utility model is provided in conjunction with the accompanying drawings, and it is apparent that the described embodiments are only some embodiments of the present utility model and not exhaustive of all embodiments. It should be noted that, without conflict, the embodiments of the present utility model and features of the embodiments may be combined with each other.
FIG. 1 is a schematic diagram of a borehole water level dynamic monitoring device according to an embodiment of the present utility model; fig. 2 is a schematic enlarged partial view of a borehole water level dynamic monitoring device according to an embodiment of the present utility model.
In a specific embodiment, the drilling water level dynamic monitoring device provided by the utility model utilizes the resistance change in a single-cycle circuit caused by the up-and-down change of the water level and the slide rheostat principle to measure and record the water level in a drilling hole in the drilling hole needing hydrogeological test such as long and large line tunnel engineering.
It should be noted that, the drilling of the present utility model refers to a hole drilled by a drill or other equipment, and the depth direction of the drilling is set to be vertical.
As shown in fig. 1 to 2, the drilling water level dynamic monitoring device comprises a sliding resistance variable component and a data acquisition component, wherein the sliding resistance variable component is electrically connected with the data acquisition component to form a closed loop.
In particular, the sliding rheostat assembly can change the resistance in the single-cycle circuit along with the up-and-down change of the water level, and the principle of the sliding rheostat is adopted to measure and record the water level in the borehole, so that the original method of measuring by lowering a measuring rope in the borehole by field operators is replaced. The problems that the manual measuring method is limited by conditions such as sensory errors of measuring staff, long water consumption of single water level observation, incapability of continuously recording water level change and the like are effectively solved, time and cost required by water level observation of a drilled hole are greatly reduced, and water level observation efficiency and accuracy can be effectively improved.
As a specific embodiment of the present utility model, the sliding varistor assembly comprises an insulating float 6, a resistive wire 5, a support 7 and a conductive slide bar 8.
The insulating floating piece 6 is arranged in the drill hole and floats on the water surface; the resistor wire 5 is arranged vertically; the top end of the data acquisition assembly is connected with the data acquisition assembly, and the bottom end of the data acquisition assembly penetrates through the water surface and is vertically arranged at the bottom of the drilling hole; the supporting piece 7 is arranged along the vertical direction; the bottom end is arranged on the insulating floating piece, the top end is provided with a conductive piece, and the conductive piece is electrically connected with the data acquisition assembly; one end of the conductive sliding rod 8 is movably connected with the conductive piece, and the other end is slidably connected with the resistance wire 5.
In practice, the end of the conductive sliding rod 8 slides up and down along the resistor wire 5, and the length of the resistor wire 5 connected to the closed circuit is further adjusted to adjust the resistance in the closed circuit.
In practice, the upper part of the insulating floating piece 6 is fixedly provided with a supporting piece 7, and the resistance wire 5 passes through the supporting piece and is mainly used for determining the position of the water surface and adjusting the resistance by floating up and down along with the change of the water level.
In particular, the insulating floating member 6 is a plastic pontoon, and other floating structures made of insulating materials can be used. As a specific example of the utility model, the plastic pontoon was 20cm in height. The resistance wire 5 is a manganese-copper alloy resistance wire, and other resistance wires can be also adopted. The conductive slide bar 8 is a metal slide bar, and other conductive slide bars with conductivity can be also used.
As a specific embodiment of the utility model, a drilling water level dynamic monitoring device is provided, and the drilling water level dynamic monitoring device further comprises a resistor wire collecting and releasing piece 4, wherein one end of the resistor wire 5 is connected with the input end of the data acquisition assembly, and the other end of the resistor wire extends into the bottom of a drilling hole after being wound on the resistor wire collecting and releasing piece 4.
In particular, the resistive wire winding and unwinding member 4 employs a coil pulley for winding and unwinding the resistive wire 5.
The utility model provides a drilling water level dynamic monitoring device as a specific embodiment, which also comprises a fixed bracket 1; the fixed support 1 is arranged on two sides of the drilling hole in a straddling mode and is used for supporting the wire winding and unwinding members 4. In particular, the fixed support 1 is an anchoring support; the anchoring support is fixed on the ground at two sides of the drilling hole through a ground anchor, and a coil pulley is fixedly arranged on a beam above the anchoring support.
As a specific embodiment of the utility model, a drilling water level dynamic monitoring device is provided, and two ends of a conductive sliding rod 8 are respectively provided with a conductive circular ring 801; one of the conductive rings 801 is sleeved on the resistance wire 5 and moves vertically relative to the resistance wire 5 to change the resistance value of the sliding resistance variable component; another conductive ring 801 is movably connected to the conductive member 12.
As a specific embodiment of the present utility model, a device for dynamically monitoring the water level in a borehole is provided, wherein the conductive member 12 is configured as an annular conductive member, and the annular conductive member is movably connected with the conductive ring 801.
As a specific embodiment of the present utility model, a borehole water level dynamic monitoring device is provided, and the insulating float 6 is provided with a through hole 601 for the passage of the resistance wire 5.
As a specific embodiment of the utility model, a borehole water level dynamic monitoring device is provided, and further comprises a gravity member 9. The gravity piece 9 sets up in the bottom of drilling, and gravity piece 9 is connected in the bottom of resistance wire 5.
In particular, the gravity element 9 is a lead block, and other gravity elements with high density can be used; in practice, the lead is 10cm in height and the connecting resistance wire 5 stretches the resistance wire 5 to the bottom of the drill hole mainly by gravity.
As a specific embodiment of the utility model, a drilling water level dynamic monitoring device is provided, and the data acquisition assembly comprises a power supply 3 and a data acquisition instrument 2.
The power supply 3 employs a battery having a rated voltage. One end of the data acquisition instrument 2 is electrically connected with the power supply 3, and the other end of the data acquisition instrument is electrically connected with the sliding variable resistance component; the sliding variable resistance component is electrically connected with the power supply 3; the power supply 3, the data acquisition instrument 2 and the sliding variable resistance component form a closed loop; the data acquisition instrument 2 is used for acquiring the water level depth.
In specific implementation, an ammeter is arranged in the data acquisition instrument 2 to record the change of the current in the circuit; the data acquisition instrument 2 is internally provided with a data converter which can convert current change into depth change and can acquire data at preset fixed time intervals; the data acquisition instrument 2 can be used for recording, storing, exporting and printing information reports such as depth, elevation, time course and the like.
In the specific implementation, the storage battery is connected with the resistance wire 5, the conductive slide bar 8 and the data acquisition instrument 2 through the electric wire 10 to form a closed circuit, and the rated voltage is continuously output for the circuit. In practice, the wires 10 connect the support 7 and the data acquisition device 2, mainly for connecting the electrical circuit and conducting the current. In practice, the support 7 may be a column, or other structural members with support function.
As a specific embodiment of the utility model, a device for dynamically monitoring the water level of a drill hole is provided, and the device further comprises a control switch 11, wherein the control switch 11 is arranged in a closed loop and is used for controlling the on-off of the closed loop.
As a specific embodiment of the utility model, the two sides of the control switch 11 are connected with the data acquisition instrument 2 and the storage battery 3, and are mainly used for controlling the closing and opening of the whole circuit.
As a specific embodiment of the utility model, a drilling water level dynamic monitoring device is provided, and a rotary waterproof camera is further arranged on the insulating floating piece 6. The waterproof camera is rotated and used for acquiring information such as the connection state of the conductive sliding rod 8, the contact position of the insulating floating piece 6 and the water surface, the turbidity degree of underground water, joint cracks of the bedrock of the borehole wall and the like.
Based on the above, the device provided by the utility model has the following operation steps:
the first step, fixing the fixing brackets 11 on two sides of a drilling hole, and anchoring firmly;
secondly, placing a gravity piece 9 and an insulating floating piece 6 connected with a resistance wire 5 into a drill hole, and rotating a wire winding and unwinding piece 4, wherein the embodiment of the utility model adopts a coil pulley, and adjusting the length of the resistance wire 5 to send the gravity piece 9 to the bottom of the drill hole and then fixing the coil pulley, so that the resistance wire 5 is stretched and vertical;
third, closing the control switch 11, opening the data acquisition instrument 2, and reading the initial water level depth;
in the implementation, the total length of the resistance wire 5 wound on the coil pulley is known, the data acquisition instrument 2 can calculate the length of the resistance wire 5 connected into the circulation circuit according to the initial current, and then the water level depth can be converted;
and fourthly, presetting fixed time intervals, such as 1min, 5min and 10min, by the data acquisition instrument 2, acquiring water level information by the data acquisition instrument 2 at fixed time according to the set time intervals, and generating a time-water level depth graph after acquisition is finished.
And fifthly, after the observation is completed, the control switch 11 is disconnected, the length of the resistance wire 5 is adjusted through the rotating coil pulley, the gravity piece 9 and the insulating floating piece 6 are retracted to the ground, the finishing instrument is placed in the box, and the testing work is finished.
It is worth to say that the utility model can be properly expanded to enlarge the protection scope of the utility model, for example, the utility model can be popularized and applied in the long-term observation holes of the water level in the foundation pit dewatering engineering to realize different effects.
Based on the above, the utility model records the water level by utilizing the current change in the single-cycle circuit caused by the water level change, and the accuracy of the result data is high and can reach the centimeter level. The device can continuously measure the water level after being installed, and the single measurement time period is greatly shortened. The device can set time intervals and continuously record result data by utilizing a data acquisition instrument after being installed. The device is easy to operate, the complete operation flow can be divided into five steps, and the data can be continuously recorded only by operating the data acquisition instrument after being installed, so that the intelligent degree is higher.
In the description of the present utility model, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the drawings are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
Furthermore, in the description of the present utility model, the meaning of "plurality" means at least two, for example, two, three, etc., unless specifically defined otherwise.
In the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed; may be mechanically connected, may be electrically connected or may communicate with each other; can be directly connected or indirectly connected through an intermediate medium, and can be communicated with the inside of two elements or the interaction relationship of the two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
While preferred embodiments of the present utility model have been described, additional variations and modifications in those embodiments may occur to those skilled in the art once they learn of the basic inventive concepts. It is therefore intended that the following claims be interpreted as including the preferred embodiments and all such alterations and modifications as fall within the scope of the utility model.
It will be apparent to those skilled in the art that various modifications and variations can be made to the present utility model without departing from the spirit or scope of the utility model. Thus, it is intended that the present utility model also include such modifications and alterations insofar as they come within the scope of the appended claims or the equivalents thereof.

Claims (10)

1. The drilling water level dynamic monitoring device is characterized by comprising a sliding resistance variable component and a data acquisition component, wherein the sliding resistance variable component is electrically connected with the data acquisition component to form a closed loop; the sliding varistor assembly includes:
the insulating floating piece is arranged in the drill hole and floats on the water surface;
the resistor wire is arranged along the vertical direction; the top end of the data acquisition assembly is connected with the data acquisition assembly, and the bottom end of the data acquisition assembly penetrates through the water surface and is vertically arranged at the bottom of the drilling hole;
the support piece is arranged along the vertical direction; the bottom end is arranged on the insulating floating piece, the top end is provided with a conductive piece, and the conductive piece is electrically connected with the data acquisition assembly;
one end of the conductive sliding rod is movably connected with the conductive piece, and the other end of the conductive sliding rod is connected with the resistor wire in a sliding way.
2. The device for dynamically monitoring the water level of a borehole of claim 1, further comprising a resistor wire receiving and releasing member, wherein one end of the resistor wire is connected with the input end of the data acquisition assembly, and the other end of the resistor wire extends into the bottom of the borehole after being wound around the resistor wire receiving and releasing member.
3. The borehole water level dynamic monitoring device as recited in claim 2 further comprising:
and the fixed brackets are arranged on two sides of the drilling hole in a straddling manner and used for supporting the wire winding and unwinding members.
4. The drilling water level dynamic monitoring device according to claim 1, wherein two ends of the conductive sliding rod are respectively provided with a conductive circular ring; one of the conductive rings is sleeved on the resistance wire and moves vertically relative to the resistance wire so as to change the resistance value of the sliding resistance variable component; the other conductive ring is movably connected with the conductive piece.
5. The device for dynamically monitoring the water level in a drilled hole according to claim 4, wherein the conductive member is provided as an annular conductive member, and the annular conductive member is movably connected with the conductive ring.
6. The borehole water level dynamic monitoring device as recited in claim 1 where said insulating float is provided with a through hole for passage of a resistive wire.
7. The borehole water level dynamic monitoring device as recited in claim 1 further comprising:
the gravity piece is arranged at the bottom of the drilling hole and is connected to the bottom end of the resistance wire.
8. The borehole water level dynamic monitoring device as recited in claim 1 wherein said data acquisition assembly comprises:
a power supply;
the data acquisition instrument is electrically connected with the power supply by one end, and the other end is electrically connected with the sliding variable resistance component; the sliding variable resistance component is electrically connected with a power supply; the power supply, the data acquisition instrument and the sliding resistance variable component form a closed loop; the data acquisition instrument is used for acquiring the water level depth.
9. The borehole water level dynamic monitoring device as recited in claim 1 further comprising a control switch disposed in the closed loop for controlling the on-off of the closed loop.
10. The borehole water level dynamic monitoring device as recited in claim 1 wherein said insulating float is further provided with: and rotating the waterproof camera.
CN202320223206.5U 2023-02-07 2023-02-07 Drilling water level dynamic monitoring device Active CN219864981U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320223206.5U CN219864981U (en) 2023-02-07 2023-02-07 Drilling water level dynamic monitoring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320223206.5U CN219864981U (en) 2023-02-07 2023-02-07 Drilling water level dynamic monitoring device

Publications (1)

Publication Number Publication Date
CN219864981U true CN219864981U (en) 2023-10-20

Family

ID=88322838

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320223206.5U Active CN219864981U (en) 2023-02-07 2023-02-07 Drilling water level dynamic monitoring device

Country Status (1)

Country Link
CN (1) CN219864981U (en)

Similar Documents

Publication Publication Date Title
CN108692765B (en) Large-flow-rate river water temperature and flow rate distribution measuring device for field ship and using method
CN206721860U (en) A kind of foundation ditch groundwater level monitoring device
CN112378494A (en) Geothermal well water level observation device and method
CN219864981U (en) Drilling water level dynamic monitoring device
CN110207657B (en) Thick unconsolidated formation mining rock stratum movement and surface subsidence detection device
CN116678564A (en) Communication test method for leakage of concrete diaphragm wall of reservoir dam
CN205280545U (en) Seepage tests sand post or earth pillar suitable for nuclear magnetic resonance analysis and imaging system
CN219638815U (en) Multipurpose hydrogeology is with measuring device
CN111288882A (en) Temperature self-compensation stay-supported slope displacement measuring instrument and measuring method
CN116337540A (en) Multi-parameter layered sampling water sample collector and sampling method
CN215297649U (en) Speed measuring device for water conservancy and hydropower
CN213360093U (en) Cable metering device for testing well depth
CN112066946B (en) Single-hole layered settlement measuring device and method suitable for indoor model test
CN210128981U (en) Water flow velocimeter
CN113092534A (en) Parallel electrical method remote inspection system and method for existing dam crest hardening
CN106841003B (en) Portable multi-depth permeability coefficient field measurement device
CN216898840U (en) Automatic sandstone thickness detector
CN217686993U (en) Bored concrete pile sediment measuring device
CN212803201U (en) Device for rapidly determining temperature stabilization time of drilling well
CN214330608U (en) Drilling water level measuring device based on geotechnical engineering investigation
CN112484817B (en) Monitoring method of automatic water level monitoring device of water collecting well
CN216385889U (en) Underground water level measuring device
CN213120712U (en) Water level measuring device for hydraulic engineering
CN202837564U (en) Measuring equipment for physical model experiment by total space transient electromagnetic method
CN221239081U (en) Shear wave test equipment

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant