CN104634302A - Landslip displacement monitoring method - Google Patents
Landslip displacement monitoring method Download PDFInfo
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- CN104634302A CN104634302A CN201310557537.3A CN201310557537A CN104634302A CN 104634302 A CN104634302 A CN 104634302A CN 201310557537 A CN201310557537 A CN 201310557537A CN 104634302 A CN104634302 A CN 104634302A
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- landslip
- landslide
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- monitoring
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/02—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring length, width, or thickness
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- General Physics & Mathematics (AREA)
- Testing Or Calibration Of Command Recording Devices (AREA)
- Alarm Systems (AREA)
- Emergency Alarm Devices (AREA)
Abstract
The invention discloses a landslip displacement monitoring method. The landslip displacement monitoring method comprises the following steps of monitoring change of the water level of underground water of a landslip weak surface or a landslip weak zone by using an acquiring end through a water level indicator; recording change of seismic waves and vibration of a landslip position by using a seismometer; monitoring variation of three-dimensional space coordinates and displacement of the landslip weak surface or the landslip weak zone by using a GPS (global positioning system) module; storing relevant data, which are transmitted from the acquiring end, of variation of the water level of the landslip weak surface or the landslip weak zone, variation of the seismic waves and the vibration of the landslip position and the vibration of the three-dimensional space coordinates and the displacement of the landslip weak surface or the landslip weak zone to a storage module; controlling a calculating module to calculate the landslip risk degree according to the relevant data; judging whether the landslip risk degree which is calculated by the calculating module exceeds a certain threshold value or not through a control module by using a monitoring end; and controlling an alarming module to give an alarm correspondingly through the control module if the landslip risk degree exceeds the certain threshold value. By the landslip displacement monitoring method, landslip can be avoided, and loss caused by the landslip is reduced.
Description
Technical field
The present invention relates to a kind of landslide displacement monitoring method.
Background technology
Landslide refers to the soil body on slope or rock mass, affect by factors such as river degradation, groundwater activities, rainwater immersion, earthquake and artificial blending rock, under gravity, along certain Weak face or weak band, integrally or the dispersedly spontaneous phenomenon of inclined slope aspect lower slider, industrial and agricultural production is usually given on landslide and people's lives and properties bring about great losses, have or even destructive disaster.
Summary of the invention
The present invention is directed to the proposition of above problem, and develop a kind of landslide displacement monitoring method.
Technological means of the present invention is as follows:
A kind of landslide displacement monitoring method, comprises the steps:
1. collection terminal is by water-level gauge monitoring landslide Weak face or the change of weak band groundwater level, by seismograph record landslide place seismic event and vibration change, be with three dimensional space coordinate and displacement variable by GPS module monitoring landslide Weak face or weakness, perform step 2.;
2. landslide Weak face or weakness are with the related data transmission of groundwater level change, landslide place seismic event and vibration change and come down Weak face or weakness band three dimensional space coordinate and displacement variable to monitoring side by first communication module by collection terminal, perform step 3.;
The related data of the 3. landslide Weak face that transmitted by collection terminal by control module of monitoring side or the change of weak band groundwater level, landslide place seismic event and vibration change and landslide Weak face or weak band three dimensional space coordinate and displacement variable is stored to memory module, and controlling calculation module carries out the calculating of risk of landslip degree according to above-mentioned related data, perform step 4.;
4. by control module, monitoring side judges whether the risk of landslip degree that computing module calculates exceedes certain threshold value, is, performs step 5., otherwise performs step 1.;
5. corresponding warning is carried out by control module control alarm module in monitoring side, performs step 1.;
Further, described first communication module and second communication module are wireless communication module.
Owing to have employed technique scheme, a kind of landslide displacement monitoring method provided by the invention, by collection terminal collection landslide Weak face or the change of weak band groundwater level, landslide place seismic event and vibration change, and come down Weak face or weak related data such as band three dimensional space coordinate and displacement variable etc., the related data that monitoring side transmits according to collection terminal carries out risk of landslip degree, control alarm module when risk of landslip degree exceedes certain threshold value and carry out corresponding warning, thus effectively can avoid the generation on landslide, reduce the loss of industrial and agricultural production and the people's lives and properties caused owing to there is landslide.
Accompanying drawing explanation
Fig. 1 is the system architecture diagram of the method for the invention.
Embodiment
A kind of landslide displacement monitoring method, comprises the steps:
1. collection terminal is by water-level gauge monitoring landslide Weak face or the change of weak band groundwater level, by seismograph record landslide place seismic event and vibration change, be with three dimensional space coordinate and displacement variable by GPS module monitoring landslide Weak face or weakness, perform step 2.;
2. landslide Weak face or weakness are with the related data transmission of groundwater level change, landslide place seismic event and vibration change and come down Weak face or weakness band three dimensional space coordinate and displacement variable to monitoring side by first communication module by collection terminal, perform step 3.;
The related data of the 3. landslide Weak face that transmitted by collection terminal by control module of monitoring side or the change of weak band groundwater level, landslide place seismic event and vibration change and landslide Weak face or weak band three dimensional space coordinate and displacement variable is stored to memory module, and controlling calculation module carries out the calculating of risk of landslip degree according to above-mentioned related data, perform step 4.;
4. by control module, monitoring side judges whether the risk of landslip degree that computing module calculates exceedes certain threshold value, is, performs step 5., otherwise performs step 1.;
5. corresponding warning is carried out by control module control alarm module in monitoring side, performs step 1.;
Further, described first communication module and second communication module are wireless communication module.
Fig. 1 shows the system architecture diagram of the method for the invention, a kind of landslide displacement monitoring method provided by the invention, by collection terminal collection landslide Weak face or the change of weak band groundwater level, landslide place seismic event and vibration change, and come down Weak face or weak related data such as band three dimensional space coordinate and displacement variable etc., the related data that monitoring side transmits according to collection terminal carries out risk of landslip degree, control alarm module when risk of landslip degree exceedes certain threshold value and carry out corresponding warning, thus effectively can avoid the generation on landslide, reduce the loss of industrial and agricultural production and the people's lives and properties caused owing to there is landslide.
The above; be only the present invention's preferably embodiment; but protection scope of the present invention is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the present invention discloses; be equal to according to technical scheme of the present invention and inventive concept thereof and replace or change, all should be encompassed within protection scope of the present invention.
Claims (2)
1. a landslide displacement monitoring method, is characterized in that comprising the steps:
1. collection terminal is by water-level gauge monitoring landslide Weak face or the change of weak band groundwater level, by seismograph record landslide place seismic event and vibration change, be with three dimensional space coordinate and displacement variable by GPS module monitoring landslide Weak face or weakness, perform step 2.;
2. landslide Weak face or weakness are with the related data transmission of groundwater level change, landslide place seismic event and vibration change and come down Weak face or weakness band three dimensional space coordinate and displacement variable to monitoring side by first communication module by collection terminal, perform step 3.;
The related data of the 3. landslide Weak face that transmitted by collection terminal by control module of monitoring side or the change of weak band groundwater level, landslide place seismic event and vibration change and landslide Weak face or weak band three dimensional space coordinate and displacement variable is stored to memory module, and controlling calculation module carries out the calculating of risk of landslip degree according to above-mentioned related data, perform step 4.;
4. by control module, monitoring side judges whether the risk of landslip degree that computing module calculates exceedes certain threshold value, is, performs step 5., otherwise performs step 1.;
5. corresponding warning is carried out by control module control alarm module in monitoring side, performs step 1..
2. a kind of landslide displacement monitoring method according to claim 1, is characterized in that described first communication module and second communication module are wireless communication module.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310557537.3A CN104634302A (en) | 2013-11-07 | 2013-11-07 | Landslip displacement monitoring method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310557537.3A CN104634302A (en) | 2013-11-07 | 2013-11-07 | Landslip displacement monitoring method |
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| Publication Number | Publication Date |
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| CN104634302A true CN104634302A (en) | 2015-05-20 |
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| CN201310557537.3A Pending CN104634302A (en) | 2013-11-07 | 2013-11-07 | Landslip displacement monitoring method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112200358A (en) * | 2020-09-30 | 2021-01-08 | 杭州鲁尔物联科技有限公司 | Landslide grade prediction method, device, equipment and storage medium |
-
2013
- 2013-11-07 CN CN201310557537.3A patent/CN104634302A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112200358A (en) * | 2020-09-30 | 2021-01-08 | 杭州鲁尔物联科技有限公司 | Landslide grade prediction method, device, equipment and storage medium |
| CN112200358B (en) * | 2020-09-30 | 2023-12-05 | 杭州鲁尔物联科技有限公司 | Landslide level prediction method, landslide level prediction device, landslide level prediction equipment and storage medium |
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Application publication date: 20150520 |