CN105488958B - A kind of contactless landslide disaster monitoring system and method - Google Patents

A kind of contactless landslide disaster monitoring system and method Download PDF

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CN105488958B
CN105488958B CN201510874775.6A CN201510874775A CN105488958B CN 105488958 B CN105488958 B CN 105488958B CN 201510874775 A CN201510874775 A CN 201510874775A CN 105488958 B CN105488958 B CN 105488958B
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laser radar
landslide
monitoring
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CN105488958A (en
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高秀伟
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Beijing Jiaxun Feihong Electrical Co Ltd
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Beijing Jiaxun Feihong Electrical Co Ltd
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    • GPHYSICS
    • G08SIGNALLING
    • G08BSIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
    • G08B21/00Alarms responsive to a single specified undesired or abnormal condition and not otherwise provided for
    • G08B21/02Alarms for ensuring the safety of persons
    • G08B21/10Alarms for ensuring the safety of persons responsive to calamitous events, e.g. tornados or earthquakes
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S17/00Systems using the reflection or reradiation of electromagnetic waves other than radio waves, e.g. lidar systems
    • G01S17/88Lidar systems specially adapted for specific applications
    • G01S17/89Lidar systems specially adapted for specific applications for mapping or imaging

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  • General Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Geology (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Computer Networks & Wireless Communication (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Electromagnetism (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Alarm Systems (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)
  • Optical Radar Systems And Details Thereof (AREA)
  • Emergency Alarm Devices (AREA)

Abstract

The invention discloses a kind of contactless landslide disasters to monitor system, including the laser radar scanner, video review equipment and monitoring center processing platform connecting respectively with monitoring processing host;Wherein, laser radar scanner is for obtaining in landslide control region each point to the range data of laser radar scanner;Monitoring processing host is for receiving laser radar scanner range data collected, obtaining overrun testing result and overrun testing result being sent to monitoring center processing platform;After monitoring center processing platform judges that overrun testing result is more than data threshold, monitoring processing host is also used to trigger video review equipment acquisition video and is checked.The contactless landslide disaster monitors system, is monitored using 3 D stereo scanning technique to entire landslide control region, can accurately monitor Landslide Hazards, and by checking equipment linkage with video, realizes early warning-alarm-review treatment mechanism.The present invention discloses corresponding monitoring methods.

Description

A kind of contactless landslide disaster monitoring system and method
Technical field
The present invention relates to a kind of landslide disaster monitoring systems more particularly to a kind of contactless landslide disaster to monitor system, Present invention simultaneously relates to the monitoring methods for using above-mentioned landslide disaster monitoring system to realize, belong to Geological Hazards Monitoring field.
Background technique
Landslide is to organize sloping part Rock And Soil based on gravity under certain natural conditions and geological conditions The whole downslide breakoff phenomenon that shearing occurs along the certain Weak face of sloping inner under effect and generates.In recent years due to the calamity that comes down The accident that evil causes frequently occurs, and seriously threatens the people's lives and property safety.
Existing landslide monitoring technology mainly has following three kinds: 1) traditional landslide monitoring technology;2) distribution type fiber-optic is supervised Survey technology;3) GNSS displacement monitoring technology.Above-mentioned three kinds of monitoring technology are contact monitoring technology, are monitored to landslide When be respectively present following advantage and disadvantage.
Wherein, traditional landslide monitoring technology uses sensor technology, by the oscillatory type slit gauge for being mounted on slopes, surveys Tiltedly meter, water table measure meter, the specialized equipments such as pressure gauge are monitored slip mass, are sent to center by bus, carry out Software analysis processing.Cost is relatively low for such monitoring technology, and precision is higher, and effect is preferable;But it is easy by underground water, climatic environment Influence;And it is only capable of the measurement put to slopes, the measurement of non-face, measurement accuracy is easy to be affected;And it constructs Difficulty is big, and the period is long.
Distributed optical fiber sensing technology is a kind of distributed optical fiber strain sensor of Brillouin's backscattering.Light wave exists It is propagated in optical fiber and Brillouin scattering occurs with the acoustical phonon interaction in optical fiber.Sensor fibre is on landslide surface in netted It lays, optical fiber is fixed on landslide soil body surface following certain depth position or is attached directly to rock mass by spaced apart Surface keeps it consistent with the compatibility of deformation of Rock And Soil.Distributed Optical Fiber Sensing Techniques have the advantages that measurement distance, cover Lid range is big, can be good at being monitored the slip mass of large area, can measure strain along optical fiber on any point, temperature The information such as degree and damage, realize the comprehensive monitoring to monitoring object.But contact type measurement is also had the drawback that simultaneously, is applied Work trouble, is affected by the factors such as temperature, fiber ageing, and rate of false alarm is high, higher cost.
GNSS displacement monitoring technology sets up the monitoring point GNSS and datum mark being monitored Shi Yingxian to landslide displacement.Its In, the sliding velocity of slip mass is very fast or the biggish key position of slippage lays the monitoring point GNSS, influenced far from landslide Lay several GNSS datum marks in stabilization location other than area.And GNSS receiver is installed on each monitoring point GNSS or datum mark And GNSS antenna.GNSS antenna and receiver are for receiving and recording the satellites such as Beidou, GPS, GLONASS, Gal i leo letter Number, and data flow or data file are converted to, the server end for being equipped with dedicated monitoring of software is converged to by communication link, is led to It crosses monitoring of software and carries out high-precision difference positioning calculation, obtain each high-precision displacement data.When displacement data is beyond predetermined Threshold value when, system issues alarm automatically, and relevant department is reminded to take risk avoidance measures in advance.GNSS displacement monitoring technology, has Monitoring accuracy is higher, the preferable advantage of effect;But its monitoring that still only slopes are put, non-comprehensive monitoring;And it is entire Difficulty of construction is big for monitoring technology, and the period is long, at high cost.
Summary of the invention
Primary technical problem to be solved by this invention is to provide a kind of contactless landslide disaster monitoring system.
Another technical problem to be solved by this invention is to provide a kind of contactless Landslide Monitoring Methods.
In order to achieve the above-mentioned object of the invention, the present invention uses following technical solutions:
A kind of contactless landslide disaster monitoring system, including the laser radar scanning being connect respectively with monitoring processing host Instrument, video review equipment and monitoring center processing platform;Wherein,
The laser radar scanner be used to obtaining each point in landslide control region to the laser radar scanner away from From data;
The video review equipment is used to acquire the image data in landslide control region;
The monitoring processing host is for receiving laser radar scanner range data collected, obtaining inspection of transfiniting It surveys result and overrun testing result is sent to monitoring center processing platform;When the monitoring center processing platform judges inspection of transfiniting Result is surveyed more than after data threshold, the monitoring processing host is also used to trigger the video review equipment acquisition video and is answered Core.
Wherein more preferably, the laser source inside the laser radar scanner can carry out the angle rotation of horizontal direction;
The laser radar scanner is arranged on crank rocker auxiliary platform, and the crank rocker auxiliary platform is for driving institute State the angle rotation that laser radar scanner carries out vertical direction.
Wherein more preferably, the elevation angle theta of the crank rocker auxiliary platform1With angle of depression θ2Respectively with the peace of laser radar scanner Meet following equation between the dress height h and height H of slopes:
Wherein, R1It is distance of the laser radar scanner to slopes highest point, R2It is that laser radar scanner is minimum to slopes The distance of point.
Wherein more preferably, the control angle of the rate of pitch ω of the crank rocker auxiliary platform and crank rocker auxiliary platform Meet following equation between ψ:
Wherein, control angle ψ=θ of crank rocker auxiliary platform12;T is the scan period of the crank rocker auxiliary platform.
Wherein more preferably, the monitoring processing host includes laser radar processing platform and video review platform;
The laser radar processing platform is rotated for controlling crank rocker auxiliary platform described in motor driven, also, The laser radar processing platform is used to receive the position feedback information of the crank rocker auxiliary platform;The laser radar processing Platform is also used to scan the number that the range data obtained establishes the landslide control region according to the laser radar scanner Surface model, and obtain overrun testing result;
The video review platform is connect with video review equipment;The video review platform is for starting the view Frequency review equipment acquires video data, and the video data is sent to monitoring center processing platform progress disaster and is answered Core.
Wherein more preferably, monitoring processing host further include for the laser radar processing platform, the video The interchanger that review platform and the monitoring center processing platform are communicated.
A kind of contactless Landslide Monitoring Methods, include the following steps:
(1) digital surface model on basis is established using the standard point cloud data in entire landslide control region;
(2) laser radar scanner carries out repeating to detect establishing real-time digital surface model to entire landslide control region, And according to the comparing result of real-time digital surface model and the digital surface model on the basis, determine overproof region position, Area, volume and overproof average height and maximum height, and overrun testing result is sent back into monitoring center processing platform;
(3) the monitoring center processing platform compares the overrun testing result and set data threshold, when described super When limit testing result is not above the data threshold, pre-warning signal is generated;When the overrun testing result is more than the data When thresholding, alarm signal is generated, and triggers video review equipment and carries out disaster review.
Wherein more preferably, in the step (1), from the preliminary scan result of the laser radar scanner or periodically The standard point cloud data in entire landslide control region is obtained in the scanning result of maintenance, includes each in the standard point cloud data Initial distance of the monitoring point to the laser radar scanner.
Wherein more preferably, include the following steps: in the step (2)
(21) actual range of each real time scan point is obtained, and is calculated between the actual range and the initial distance Difference;
(22) judge whether the difference is positive difference and simultaneously greater than given threshold, if it is, obtaining to follow up scan The cloud building real-time digital surface model that transfinites obtained;If it is not, then continuing to scan on;
(23) data comparison is carried out with the digital surface model of real-time digital surface model and basis, determines overproof region Position, area, volume and overproof average height and maximum height.
It wherein more preferably, further include step (24) in the step (2): according to the data shape for the cloud that transfinites, identification Whether overrun testing object is human or animal, if it is, ignore the testing result, return step (21).
Contactless landslide disaster monitoring system provided by the present invention uses three-level structure, is monitoring center processing respectively Platform, monitoring processing host, laser radar scanner and video check equipment.The contactless landslide disaster monitors system, benefit It is monitored with entire slope surface of the 3 D stereo scanning technique to landslide control region, can accurately monitor Landslide Hazards, And by checking equipment linkage with video, early warning-alarm-review treatment mechanism is realized.The contactless landslide disaster prison Using being fixed on, the equipment such as the laser radar scanner of landslide control areas adjacent are non-to the progress of landslide control region to be connect examining system Touch monitoring, it is at low cost, it is easy for construction, it is convenient for safeguarding;Also, precision is high, and rate of false alarm is low.Moreover, the contactless landslide calamity Evil monitoring system, can be according to the comparing result of real-time digital surface model and the digital surface model on basis, and approximate calculation is sliding The earth volume on slope is speedily carried out rescue work convenient for subsequent, can greatly reduce the life and property loss brought due to Landslide Hazards.
Detailed description of the invention
Fig. 1 is the structural block diagram of contactless landslide disaster monitoring system provided by the present invention;
Fig. 2 is the schematic diagram of the Measurement Resolution of laser radar scanner;
Fig. 3 is the schematic diagram of the installation site of laser radar scanner and the control angle of crank rocker auxiliary platform;
Fig. 4 is the process flow diagram of contactless landslide disaster monitoring system provided by the present invention.
Specific embodiment
Technology contents of the invention are further described in detail in the following with reference to the drawings and specific embodiments.
Laser radar scanning technology is the novel aerial survey technology developed rapidly the nearest more than ten years, at home Relatively broad application has been obtained in outer multiple industries, but in landslide monitoring using upper actually rare.Since Three Dimensional Ground swashs Optical scanning technology can at high speed, high-precision, the highdensity three dimensional space coordinate for obtaining body surface, and it is tested without contact Object is particularly suitable for applications in the Geological Hazards Monitorings fields such as landslide.
Contactless Landslide Forecast System provided by the present invention is that monitoring center processing is flat respectively using three-level structure Platform 1, monitoring processing host 2, laser radar scanner 3 and video check equipment 4.Wherein, as shown in Figure 1, laser radar scanning Instrument 3, video review equipment 4 and monitoring center processing platform 1 are connect with monitoring processing host 2 respectively;Laser radar scanner 3 is used Range data of each point to laser radar scanner 3 in acquisition landslide control region;Video checks equipment 4 for acquiring landslide The image data of monitoring area;Monitoring processing host 2 is for receiving the range data collected of laser radar scanner 3, acquisition Overrun testing result is simultaneously sent to monitoring center processing platform 1 by overrun testing result;When the judgement of monitoring center processing platform 1 is super Testing result is limited more than after data threshold, monitoring processing host 2 is also used to trigger video review 4 collection site video of equipment and carries out Review.The contactless Landslide Forecast System is calculated using earth volume of the 3 D stereo scanning technique to slopes avalanche, with Convenient for emergency work construction, and the monitoring result of laser radar scanner 3 and video review equipment 4 are linked, realize early warning --- report It is alert --- the treatment mechanism of review.
Below to the specific setting of the contactless Landslide Forecast System and its related monitoring principle and monitoring method It describes in detail.
In conjunction with Fig. 1, Fig. 2 and Fig. 3 it is found that laser radar scanner 3 is arranged on crank rocker auxiliary platform 30.Laser radar Laser source inside scanner 3 can carry out the angle rotation of horizontal direction, and crank rocker auxiliary platform 30 can drive laser radar Scanner 3 carries out the angle rotation in vertical direction.As shown in figure 3, the setting height h of crank rocker auxiliary platform 30 is less than landslide The height H of the slope surface of monitoring area, so that crank rocker auxiliary platform 30 can drive laser radar scanner 3 to carry out vertical direction Swing up and down.By the horizontal rotation in 3 inner laser source of laser radar scanner, meanwhile, crank rocker auxiliary platform 4, which drives, to swash Optical radar scanner 3 carries out vertical rotary, ultimately forms the scanning in face.Pulse laser constantly scans landslide, so that it may obtain The data of target complete point on landslide, after carrying out imaging with this data, so that it may obtain the accurate three-dimensional image that comes down.
For laser radar scanner 3 using laser as signal source, the pulse laser launched by laser gets to landslide control Cause to scatter on the target point in region, a part of light wave can be reflected on the receiver of laser radar scanner 3, according to Laser Measuring It is calculated away from principle, just obtains the distance from laser radar scanner 3 to target point.
As illustrated in fig. 2, it is assumed that the farthest scanning distance of laser radar scanner 3 is R, angular resolution θ can then be calculated Measurement Resolution d out are as follows:
As shown in Figure 3, it is assumed that the mounting height of laser radar scanner 3 is h, and the height of slopes is H, h < H, then can be with Calculate the elevation angle theta of crank rocker auxiliary platform 301Are as follows:Angle of depression θ2Are as follows:Crank shakes The control angle of bar auxiliary platform 30 are as follows: ψ=θ12.Wherein, R1It is distance of the laser radar scanner to slopes highest point, R2It is Distance of the laser radar scanner to slopes minimum point.
When angular resolution θ=0.5 °, the scan frequency that laser radar scanner 3 can be set is 50Hz;Work as angular resolution When rate θ=0.25 °, the scan frequency that laser radar scanner 3 can be set is 25Hz.
Assuming that the period of scanning slope surface is t (being determined according to the time requirement of alarm), then crank rocker auxiliary platform 30 is bowed Elevation angle speed isIt is calculated with θ=0.5 °, then the angular resolution of crank rocker auxiliary platform 30 is
So as to calculate, the area precision that laser radar scanner 3 scans is (when resolution ratio is smaller): S ≈ α × d, I.e. when region of the area greater than S is come down, overrun testing will be generated as a result, to generate early warning or warning message.
As shown in Figure 1, monitoring processing host 2 further includes that interchanger 20, laser radar processing platform 21 and video review are flat Platform 22;Interchanger 20 is used to be led to laser radar processing platform 21, video review platform 22 and monitoring center processing platform 1 Letter.Laser radar processing platform 21 is rotated for controlling motor driven crank rocker auxiliary platform 30, also, at laser radar Platform 21 is used to receive the position feedback information of crank rocker auxiliary platform 30.Laser radar processing platform 21 is also used to according to sharp The range data that the scanning of optical radar scanner 3 obtains establishes the digital surface model in landslide control region, and obtains overrun testing As a result;It can be connected by RJ45 interface between laser radar processing platform 21 and laser radar scanner 3.Video checks platform 22 are connect with video review equipment 4 by RJ45 interface, and video review platform 22 acquires video for starting video review equipment 4 Data, and collected video data is sent to monitoring center processing platform 1 by interchanger 20 and carries out disaster review.
As shown in figure 4, when stating contactless landslide disaster monitoring system in use and carrying out disaster monitoring, specifically include as Lower step: (1) digital surface model on basis using the standard point cloud data in entire landslide control region is established;(2) laser thunder Entire landslide control region is carried out repeating to detect up to scanner to establish real-time digital surface model, and according to real-time digital surface The comparing result of model and the digital surface model on basis, determines position, area, volume and the overproof mean height in overproof region Degree and maximum height, and overrun testing result is sent back into monitoring center processing platform;(3) comparison of monitoring center processing platform is super Testing result and set data threshold are limited, when overrun testing result is not above data threshold, generates pre-warning signal;When super When limiting testing result more than data threshold, alarm signal is generated, and triggers video review equipment and carries out disaster review.
Wherein, in step (1), basic data is established to the scanning in landslide control region by laser radar scanner 3 Library.When first used, laser radar scanner 3 carries out accurate scan to landslide control region, obtains the point cloud data of standard, marks It include the initial distance that laser radar scanner 3 is arrived in each monitoring point in quasi- point cloud data, which is handled can be with Establish the digital surface model (DSM) on basis, the basic data which monitors automatically as the later period.Periodic inspection When, as needed, laser radar scanner updates basic data after scanning again to landslide control region.That is, in step (1) In, entire landslide prison is obtained in scanning result when can be from the preliminary scan result or periodic inspection of laser radar scanner The standard point cloud data in region is controlled, and establishes the digital surface model on basis.
In step (2), landslide control region is scanned real-time, quickly by laser radar scanner 3, is slided Slope detection.Specifically, the actual range of each real time scan point is obtained, and calculates the digital surface of the actual range and basis The difference between initial distance in model;If it is positive difference, and it is greater than given threshold, then will obtain to follow up scan The cloud building real-time digital surface model that transfinites;Then it is carried out with the real-time digital surface model with fundamental digital surface model Change detection determines overrun testing as a result, and overrun testing result is sent back monitoring center.
Specifically comprise the following steps:
(21) actual range of each real time scan point is obtained, and calculates the difference between actual range and initial distance;
(22) judge whether the difference is positive difference and simultaneously greater than given threshold, if it is, obtaining to follow up scan The cloud building real-time digital surface model that transfinites;If it is not, then continuing to scan on;The cloud that transfinites refers to that distance difference is more than setting The set of multiple points of threshold value.
(23) data comparison is carried out with the digital surface model of real-time digital surface model and basis, determines overproof region Position, area, volume and overproof average height and maximum height.Wherein, overproof region refers to that by distance difference be more than setting The cloud that transfinites of threshold value is formed by region;Position, area, volume and the overproof average height and maximum height in overproof region Etc. information constitute overrun testing result.
It, can since landslide control region of the laser radar scanner to stationary applica-tions is scanned in step (2) To carry out dynamic Auto-calibration.It is stationary applica-tions that this system, which scans target, and position dimension is fixed in monitored district, therefore can be used as Dynamic Auto-calibration reference substance can be used to improve the operation stability of system, reduce wrong report.
In addition, can also identify inspection of transfiniting according to the data shape for the cloud that transfinites including step (24) in step (2) Survey whether object is human or animal, if it is, ignore the testing result, return step (21), if it is not, then by the inspection of transfiniting It surveys result and is sent to monitoring center processing platform.That is, the point cloud data form that can be formed by preliminary analysis, automatically Judge that overrun testing object is people or animal, to not report by mistake to such case.
In step (3), warning message and video interlink can also be realized.When monitoring data are in the model for being lower than data threshold When enclosing interior variation, it can give warning in advance;When monitoring data are more than set data threshold, alarm signal is generated, triggers video Check equipment linkage, obtain landslide control region video data, to check disaster there is a situation where.
In conclusion contactless landslide disaster provided by the present invention monitors system, 3 D stereo scanning technique is utilized The entire slope surface in landslide control region is monitored, can accurately monitor Landslide Hazards, and by setting with video review Standby linkage, realizes early warning-alarm-review treatment mechanism.Cunning is fixed in the contactless landslide disaster monitoring system use The equipment such as the laser radar scanner near the monitoring area of slope carry out landslide control region contactless in a manner of monitoring surface Monitoring, it is at low cost, it is easy for construction, it is convenient for safeguarding;Also, precision is high, and rate of false alarm is low.Moreover, the contactless landslide disaster prison Examining system can come down according to the comparing result of real-time digital surface model and the digital surface model on basis, approximate calculation Earth volume is speedily carried out rescue work convenient for subsequent, can greatly reduce the life and property loss brought due to Landslide Hazards.
Contactless landslide disaster monitoring system and method provided by the present invention are described in detail above. To those skilled in the art, it is done under the premise of without departing substantially from true spirit any obvious Change will all belong to the protection scope of the invention patent power.

Claims (10)

1. a kind of contactless Landslide Monitoring Methods, it is characterised in that include the following steps:
(1) digital surface model on basis is established using the standard point cloud data in entire landslide control region;
(2) laser radar scanner carries out entire landslide control region using dynamic Auto-calibration mode to repeat detection, monitoring Processing host obtains the actual range of each real time scan point, and calculates in the actual range and the digital surface model on basis Difference between initial distance;If it is positive difference, and it is greater than given threshold, then transfiniting what is obtained to follow up scan a little Cloud constructs real-time digital surface model;And according to the comparison knot of real-time digital surface model and the digital surface model on the basis Fruit determines overrun testing as a result, and the overrun testing result is sent back monitoring center processing platform;The overrun testing knot Fruit includes position, area, volume and the overproof average height and maximum height in overproof region;The cloud that transfinites refers to distance Difference is more than the set of multiple points of given threshold;
(3) the monitoring center processing platform compares the overrun testing result and set data threshold, when the inspection of transfiniting When survey result is not above the data threshold, pre-warning signal is generated;When the overrun testing result is more than the data threshold When, alarm signal is generated, and trigger video review equipment and carry out disaster review.
2. contactless Landslide Monitoring Methods as described in claim 1, it is characterised in that:
In the step (1), from the preliminary scan result of the laser radar scanner or the scanning result of periodic inspection The middle standard point cloud data for obtaining entire landslide control region includes each monitoring point in the standard point cloud data to described sharp The initial distance of optical radar scanner.
3. contactless Landslide Monitoring Methods as claimed in claim 2, it is characterised in that include in the step (2) Following steps:
(21) actual range of each real time scan point is obtained, and calculates the difference between the actual range and the initial distance Value;
(22) judge whether the difference is positive difference and simultaneously greater than given threshold, if it is, follow up scan is obtained Transfinite a cloud building real-time digital surface model;If it is not, then continuing to scan on;
(23) data comparison is carried out with the digital surface model of real-time digital surface model and basis, determines the position in overproof region It sets, area, volume and overproof average height and maximum height.
4. contactless Landslide Monitoring Methods as claimed in claim 3, it is characterised in that also wrapped in the step (2) It includes step (24): according to the data shape for the cloud that transfinites, identifying whether overrun testing object is human or animal, if it is, neglecting The slightly testing result, return step (21).
5. a kind of contactless landslide disaster monitors system, for realizing contactless landslide disaster as described in claim 1 Monitoring method, it is characterised in that:
Laser radar scanner, video review equipment and monitoring center processing including connecting respectively with monitoring processing host are flat Platform;Wherein,
The laser radar scanner is used to use dynamic Auto-calibration mode, obtains each point in landslide control region and swashs to described The range data of optical radar scanner;
The video review equipment is used to acquire the image data in landslide control region;
The monitoring processing host is for receiving laser radar scanner range data collected, establishing real-time digital table Surface model, and according to real-time digital surface model and basis digital surface model comparing result obtain overrun testing as a result, And overrun testing result is sent to monitoring center processing platform;When the monitoring center processing platform judges overrun testing result After data threshold, the monitoring processing host is also used to trigger the video review equipment acquisition video and is checked.
6. contactless landslide disaster as claimed in claim 5 monitors system, it is characterised in that:
Laser source inside the laser radar scanner can carry out the angle rotation of horizontal direction;
The laser radar scanner is arranged on crank rocker auxiliary platform, and the crank rocker auxiliary platform is described sharp for driving Optical radar scanner carries out the angle rotation of vertical direction.
7. contactless landslide disaster as claimed in claim 6 monitors system, it is characterised in that:
The elevation angle theta of the crank rocker auxiliary platform1With angle of depression θ2Respectively with the mounting height h of laser radar scanner and slopes Meet following equation between height H:
Wherein, R1It is distance of the laser radar scanner to slopes highest point, R2It is laser radar scanner to slopes minimum point Distance.
8. contactless landslide disaster as claimed in claim 7 monitors system, it is characterised in that:
Meet following public affairs between the rate of pitch ω of the crank rocker auxiliary platform and the control angle ψ of crank rocker auxiliary platform Formula:
Wherein, control angle ψ=θ of crank rocker auxiliary platform12;T is the scan period of the crank rocker auxiliary platform.
9. contactless landslide disaster as claimed in claim 6 monitors system, it is characterised in that:
The monitoring processing host includes laser radar processing platform and video review platform;
The laser radar processing platform is rotated for controlling crank rocker auxiliary platform described in motor driven, also, described Laser radar processing platform is used to receive the position feedback information of the crank rocker auxiliary platform;The laser radar processing platform It is also used to scan the digital surface that the range data obtained establishes the landslide control region according to the laser radar scanner Model, and obtain overrun testing result;
The video review platform is connect with video review equipment;The video review platform is multiple for starting the video Nuclear equipment acquires video data, and the video data is sent to the monitoring center processing platform and carries out disaster review.
10. contactless landslide disaster as claimed in claim 9 monitors system, it is characterised in that:
The monitoring processing host further includes for checking platform and the prison with the laser radar processing platform, the video The interchanger that control central processing platform is communicated.
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CN107218899A (en) * 2017-06-02 2017-09-29 北斗卫星导航科技邢台有限公司 A kind of deformation high-precision intelligent detection method towards subterranean tunnels such as civil air defense works
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CN107967789A (en) * 2017-12-07 2018-04-27 何旭连 A kind of efficient natural calamity automatic early-warning system
CN108460959A (en) * 2018-04-09 2018-08-28 重庆甲虫网络科技有限公司 A kind of building and geological disaster monitoring system based on low-power consumption Internet of Things
CN109584515B (en) * 2018-12-21 2021-12-28 武汉万集信息技术有限公司 Mountain disaster early warning method and device and readable storage medium
CN110596715B (en) * 2019-09-20 2021-07-06 中国有色金属长沙勘察设计研究院有限公司 Intelligent waterline identification system and positioning method
CN111141365A (en) * 2020-01-14 2020-05-12 浙江天禹信息科技有限公司 Non-contact all-dimensional hydrological water level monitoring method
CN112505720A (en) * 2020-10-29 2021-03-16 北京全路通信信号研究设计院集团有限公司 Multi-line laser radar-based slope disaster monitoring system and method
CN112429493B (en) * 2020-11-27 2021-11-23 华能国际电力股份有限公司上海石洞口第二电厂 Bucket wheel machine automatic control method and system based on stack collapse detection
CN113108700B (en) * 2021-04-28 2022-10-21 上海同禾工程科技股份有限公司 Displacement checking system and displacement checking method based on machine vision
CN113240887A (en) * 2021-05-14 2021-08-10 深圳市安泰数据监测科技有限公司 Slope rockfall collapse monitoring method, device and equipment
CN113701707A (en) * 2021-08-27 2021-11-26 叶富建 Automatic monitoring system and method for collapse geological disaster

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101373132A (en) * 2008-09-24 2009-02-25 北京交通大学 Apparatus and method for remotely measuring subgrade settlement by laser
CN101762235A (en) * 2009-11-17 2010-06-30 陈植华 Landslide displacement monitoring and prewarning system
CN101982841A (en) * 2010-10-14 2011-03-02 四川金立信铁路设备有限公司 Disaster monitoring and prewarning system and monitoring and prewarning method using same
CN102831751A (en) * 2012-09-04 2012-12-19 广东省公路管理局 Road high-dangerous slope monitoring method based on double-camera imaging technology
CN203552415U (en) * 2013-06-09 2014-04-16 熊清远 Landslide monitoring alarm device based on laser ranging
CN103996269A (en) * 2014-05-19 2014-08-20 大连青松智能生态科技有限公司 Wireless data collecting control system
CN104240447A (en) * 2013-06-09 2014-12-24 熊清远 Landslide monitoring and alarming method and device based on laser ranging
CN104616440A (en) * 2015-02-03 2015-05-13 河海大学 Automatic debris flow wireless monitoring prevention and early warning device
JP2015109058A (en) * 2013-12-06 2015-06-11 三菱電機株式会社 Tsunami monitoring system

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101373132A (en) * 2008-09-24 2009-02-25 北京交通大学 Apparatus and method for remotely measuring subgrade settlement by laser
CN101762235A (en) * 2009-11-17 2010-06-30 陈植华 Landslide displacement monitoring and prewarning system
CN101982841A (en) * 2010-10-14 2011-03-02 四川金立信铁路设备有限公司 Disaster monitoring and prewarning system and monitoring and prewarning method using same
CN102831751A (en) * 2012-09-04 2012-12-19 广东省公路管理局 Road high-dangerous slope monitoring method based on double-camera imaging technology
CN203552415U (en) * 2013-06-09 2014-04-16 熊清远 Landslide monitoring alarm device based on laser ranging
CN104240447A (en) * 2013-06-09 2014-12-24 熊清远 Landslide monitoring and alarming method and device based on laser ranging
JP2015109058A (en) * 2013-12-06 2015-06-11 三菱電機株式会社 Tsunami monitoring system
CN103996269A (en) * 2014-05-19 2014-08-20 大连青松智能生态科技有限公司 Wireless data collecting control system
CN104616440A (en) * 2015-02-03 2015-05-13 河海大学 Automatic debris flow wireless monitoring prevention and early warning device

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