CN106297197A - A kind of method for measuring Earthquake-landslide - Google Patents
A kind of method for measuring Earthquake-landslide Download PDFInfo
- Publication number
- CN106297197A CN106297197A CN201610878837.5A CN201610878837A CN106297197A CN 106297197 A CN106297197 A CN 106297197A CN 201610878837 A CN201610878837 A CN 201610878837A CN 106297197 A CN106297197 A CN 106297197A
- Authority
- CN
- China
- Prior art keywords
- landslide
- earthquake
- sensor
- work
- dimensional model
- 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.)
- Granted
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/24—Earth materials
-
- G—PHYSICS
- G08—SIGNALLING
- G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
- G08B21/00—Alarms responsive to a single specified undesired or abnormal condition and not otherwise provided for
- G08B21/02—Alarms for ensuring the safety of persons
- G08B21/10—Alarms for ensuring the safety of persons responsive to calamitous events, e.g. tornados or earthquakes
-
- G—PHYSICS
- G08—SIGNALLING
- G08C—TRANSMISSION SYSTEMS FOR MEASURED VALUES, CONTROL OR SIMILAR SIGNALS
- G08C17/00—Arrangements for transmitting signals characterised by the use of a wireless electrical link
- G08C17/02—Arrangements for transmitting signals characterised by the use of a wireless electrical link using a radio link
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Chemical & Material Sciences (AREA)
- Food Science & Technology (AREA)
- General Health & Medical Sciences (AREA)
- Emergency Management (AREA)
- Business, Economics & Management (AREA)
- Medicinal Chemistry (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- Remote Sensing (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Computer Networks & Wireless Communication (AREA)
- Alarm Systems (AREA)
- Geophysics And Detection Of Objects (AREA)
- Emergency Alarm Devices (AREA)
- Testing Or Calibration Of Command Recording Devices (AREA)
Abstract
A kind of method for measuring Earthquake-landslide, the set-up site of sensor, by building the three-dimensional model map in place, detected landslide, is marked in three-dimensional model map by described method；After Earthquake-landslide occurs, record the out-of-work sensor out-of-work time；Three-dimensional model map is divided into multiple region according to the equal pitch contour that perpendicular separation is H, meansigma methods T of out-of-work sensor out-of-work time in calculating each region；Use perpendicular separation H, divided by the absolute value of difference of meansigma methods T of the out-of-work time of adjacent area, it is thus achieved that for vertical Velocity of The Landslide reference value V of Earthquake-landslide disaster alarmH.The said method of the present invention can utilize the most out-of-work sensor to calculate and obtain the information that can be used for Earthquake-landslide disaster alarm, the information judging the situations such as the scale of landslide, size, scope is provided, the degree that can use up maximum utilizes the waste heat of sensor, is greatly saved cost.
Description
Technical field
The present invention relates to the measurement in seismic study field, particularly relate to a kind of method for measuring Earthquake-landslide.
Background technology
Earthquake-landslide (Earthquake-Induced Landslide) refer to the earthquake motion that earthquake produces cause rock mass or
The soil body is along the phenomenon of a shelving downward shearing slip certain distance.During violent earthquake, the secondary geology in landslide of earthquake-induced
Disaster, particularly in mountain region, knob, its economic loss caused and casualties even than earthquake directly contribute also want
Greatly.In CONTINENTAL AREA OF CHINA, the mountain area that especially landform is relative complex, the landslide that earthquake causes be most commonly seen destructive power
Strong Secondary Geological Hazards.
Earthquake-landslide has the feature that generation is unexpected, complicated mechanism, motion morphology are various, it was predicted that get up relatively difficult.Respectively
Government of state is to alleviate the landslide disaster loss that earthquake causes, and all takes active and effective monitoring and the precautionary measures.At present, for
The ways and means of Earthquake-landslide disaster monitoring have a lot, and main method is on-the-spot monitoring and remote sensing monitoring the most continuously, obtains
Earthquake-landslide generation, development, movable information, and explore its regularity of distribution, for Earthquake-landslide real-time early warning, emergency management and rescue, recovery
Rebuild the Continuous Observation data that the accumulation such as addressing, scientific research is precious.Although remote sensing image can be by unmanned in remote sensing monitoring
Machines etc. go deep into scene and survey and draw, and have convenient and swift, low cost, an advantage occurred almost without personnel's injury risk, but its
Obtain is all generally the comparative information of the scale on landslide, size, scope etc. before and after earthquake occurs, and the cycle is long, so, right
For the emergencies such as Earthquake-landslide real-time early warning and emergency management and rescue, need scale that quick obtaining comes down after the earthquake,
The basic data such as size, scope, these can only be monitored the most continuously by scene and carry out.
The on-the-spot monitoring the most continuously of Earthquake-landslide is typically in advance in the monitored cunning that earthquake evaluation method of landslide secondary hazards easily occurs
Hillside fields point arranges a series of sensor, judges according to the parameter such as the acceleration of these sensor feedback, displacement, in a low voice sound wave spectrum
The situations such as the scale of landslide, size, scope, with thinking the further investigation of Earthquake-landslide rationale, emergency management and rescue, disaster
Reconstruction, risk assessment or even early warning provide research data.Such as, " application in landslide monitoring of the 3S technology " (Changjiang Academy of sciences
Institute reports, the 5th phase of volume 22 in October, 2005, Wang Zhiwang etc.), " multi-source data analysis of landslide disaster and appraisal procedure " (earth
Information science, in December, 2008 the 6th phase of volume 10, Zhang Jun etc.) and " potential landslide based on earth Multisensor Network Information
Sentence knowledge model " (geoscience and environment journal, the 1st phase of volume 35 in March, 2013, Kong Jiming etc.) is all referred to multiple measurement
System and method with prediction earthquake landslide disaster.
But utilize multisensor to build the disaster measuring method measurement in actual applications of Earthquake-landslide Measurement Network
Effect is unsatisfactory, there is the measurement shortcomings such as content is single, precision is low and labor intensity is big, and precision measurement method is required for making
With precision equipment, though having the advantage that precision is high, simple, practical, labor intensity is low, but costly, but also by outside many
The restriction of boundary's condition.Under normal circumstances, after earthquake occurs, a part of sensor pre-set soon due to earthquake or
The reason physical damage of person's Earthquake-landslide, although some remains in that intact function, but due to supply line
Damage, or signal transmission apparatus such as buries at the reason, cause major part sensor cannot work on soon.Consequence will be,
On-the-spot Monitoring Data the most continuously will be interrupted, and real-time early warning cannot realize, and the scale on landslide, size, scope etc. more cannot be fast
Speed measures, and personnel also be will be unable to make Fast estimation by pile things on quantity and property loss, and these all will directly influence and answer first aid
Help, the timeliness of relief and efficiency.Advocating now that people-oriented, in the society of life first, this is inconceivable.And
And the sensor arranged in a large number is costly equipment after all, cannot work yet with power-off maybe cannot pass out signal then
The time obtaining valid data just becomes the shortest, and this is the most uneconomic thing, this result for limited funds
Really make us being difficult to accept.And evaluation method of landslide secondary hazards the most persistently occurs after earthquake, do not work at sensor and maybe cannot pass
In the case of passing out signal, related personnel is also impossible to the most extremely dangerous place, landslide and goes maintenance or change.Therefore,
Any information the most efficiently utilizing all monitoring devices can be provided by is exactly a key issue that must solve.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of method for measuring Earthquake-landslide, before being reduced or avoided
The problem that face is previously mentioned.
For solving above-mentioned technical problem, the present invention proposes a kind of method for measuring Earthquake-landslide, for by setting
The multiple sensors being placed in place, detected landslide provide the information for Earthquake-landslide disaster alarm, and each described sensor is equal
With accumulator and wireless transmitting device；Described wireless transmitting device has the flexible cable being connected with described accumulator, and
The flexible data line being connected with described sensor；Described wireless transmitting device and an inflatable balloon binding link together,
Described inflatable balloon can be by a compression gas tank to wherein filling the gas being lighter than air；Described compression gas tank with described can
Connect between aerating ballon and have an electromagnetic valve；Described wireless transmitting device is fixedly connected on described compression gas tank, described can
After aerating ballon inflation by described wireless transmitting device, described compression gas tank and described electromagnetic valve band together overhead；Described
Method comprises the steps:
Step A: build the three-dimensional model map in place, detected landslide, by described sensor number and by described numbering institute
Corresponding set-up site is marked in described three-dimensional model map；
Step B: after Earthquake-landslide occurs, the numbering and this sensor that record out-of-work sensor stop work
The time made, and highlight out in described three-dimensional model map by the set-up site corresponding to described numbering；
Step C: according to the equal pitch contour that perpendicular separation is H, described three-dimensional model map is divided into multiple region, calculates every
Meansigma methods T of out-of-work described sensor out-of-work time in individual described region；
Step D: by described perpendicular separation H, divided by meansigma methods T of the described out-of-work time in adjacent described region
The absolute value of difference, it is thus achieved that for vertical Velocity of The Landslide reference value V of Earthquake-landslide disaster alarmH。
Preferably, in described step D, farther include to utilize described three-dimensional model map to calculate the flat of adjacent described region
All gradients θ, obtain average landslide length L by described perpendicular separation H divided by sin (θ), by described average landslide length L, divided by phase
The absolute value of the difference of meansigma methods T of the described out-of-work time in adjacent described region, it is thus achieved that pre-for Earthquake-landslide disaster
Alert Velocity of The Landslide reference value VL。
Preferably, described method farther includes following steps, deducts the most out-of-work described biography by current time
The described off-air time of sensor, it is thus achieved that landslide time reference value TS, by described landslide time reference value TSBe multiplied by described vertically
Velocity of The Landslide reference value VHObtain vertical landslide reference distance SH。
Preferably, described method farther includes following steps, by described landslide time reference value TSIt is multiplied by described landslide
Speed reference VLObtain landslide reference distance SL。
Preferably, each described inflatable balloon is all marked with the described numbering of the described sensor of correspondence, utilizes drift
Described numbering on floating skyborne described inflatable balloon, marks out-of-work described in described three-dimensional model map
The position of sensor.
It is sliding that the above-mentioned measuring method of the present invention can utilize the calculating acquisition of the most out-of-work sensor to can be used for earthquake
The information of slope disaster alarm, it is provided that judge the information of the situations such as the scale of landslide, size, scope, can use up the journey of maximum
Degree utilizes the waste heat of sensor, is greatly saved cost.
Accompanying drawing explanation
The following drawings is only intended to, in schematically illustrating the present invention and explaining, not delimit the scope of the invention.Wherein,
The enforcement of the method for measuring Earthquake-landslide that Fig. 1 is shown that a specific embodiment according to the present invention is shown
It is intended to；
Fig. 2 is shown that detecting in the method measure Earthquake-landslide of another specific embodiment according to the present invention
The module diagram of sensor degradation.
Detailed description of the invention
In order to be more clearly understood from the technical characteristic of the present invention, purpose and effect, now comparison accompanying drawing illustrates this
Bright detailed description of the invention.Wherein, identical parts use identical label.
As it is shown in figure 1, it is shown that the side for measuring Earthquake-landslide of a specific embodiment according to the present invention
The enforcement schematic diagram of method, such as figure, the present invention is that one is exclusively used in Earthquake-landslide disaster prison for measuring the method for Earthquake-landslide
The method surveyed, the method according to the emergentness of Earthquake-landslide, complexity, the multifarious feature of motion morphology, utilize be arranged at by
Multiple sensors in place, detection landslide provide the information for Earthquake-landslide disaster alarm.
The most as described in the background section, in prior art, generally utilize the sensor detection Earthquake-landslide pre-set
Acceleration, speed, the parameter such as displacement, in a low voice sound wave spectrum judge the situations such as the scale of landslide, size, scope, in order to
Further investigation, disaster reconstruction, risk assessment or even early warning for Earthquake-landslide rationale provide research data.Then, once
After Earthquake-landslide occurs, these sensors cannot work the most soon, and as precision, the equipment of costliness loses like this
Go effectiveness very unfortunate, thus the present invention creatively proposes a kind of method, utilizes the sensor that cannot work to continue to provide
Judge the information of the situations such as the scale of landslide, size, scope.
Seeing Fig. 1, the above-mentioned method for measuring Earthquake-landslide of the present invention comprises the steps:
Step A: build the three-dimensional model map in place, detected landslide, by described sensor number and by described numbering institute
Corresponding set-up site is marked in described three-dimensional model map.In Fig. 1, in order to clearly show that, it is merely representative of out with numbering
The position at five sensor places that P1, P2, P3, P4, P5 represent, these five sensors are arranged on one and have certain slope
Slope.Described three-dimensional model map can be paper map, it is also possible to be electronically displayed three-dimensional mould on computers
Intend map.
Step B: after Earthquake-landslide occurs, the numbering and this sensor that record out-of-work sensor stop work
The time made, and highlight out in described three-dimensional model map by the set-up site corresponding to described numbering.This step
In, it is assumed that four sensors in Fig. 1 stopped work, is P2 respectively, P3, P4 and P5, owing to accompanying drawing herein is for specially
Profit application schematic diagram, it is impossible to the mode of color or electronics eye-catching show these four out-of-work sensors position,
But those skilled in the art describe according to word and should readily recognize that now this four positions are highlighted and go out
Come, be beneficial to next step calculating.
Step C: according to the equal pitch contour that perpendicular separation is H, three-dimensional model map is divided into multiple region, calculates each institute
Meansigma methods T of out-of-work sensor out-of-work time in stating region.For clearly showing that, now Fig. 1 only shows
Two adjacent regions, the perpendicular separation in the two region is H, has three sensors in the region of top, the most in place
Putting at P1, P2 and P3, there are two sensors in the region of lower section, respectively at P4 and P5 of position.Stopping of the sensor of upper area
The time only worked is the average of the off-air time calculating of two out-of-work sensors according to P2 and P3 position
Working time；The out-of-work time of the sensor of lower zone is two out-of-work biographies according to P4 and P5 position
The average operation time that the off-air time of sensor calculates.
Step D: use perpendicular separation H, divided by difference absolute of meansigma methods T of the out-of-work time of adjacent area
Value, it is thus achieved that for vertical Velocity of The Landslide reference value V of Earthquake-landslide disaster alarmH.Owing to Earthquake-landslide is generally impossible to big face
Amassing and occur simultaneously, the generation of disaster is typically all and slides from top to bottom along massif.In step C, calculate each region
The out-of-work time meansigma methods T after, actually each region has been carried out a handling averagely, such as Fig. 1 institute
Show, after upper area equalization, it is assumed that out-of-work sensor has been positioned at the centre position S1 in this region, equally, lower section
After zone leveling, out-of-work sensor also has been located at the centre position S2 in this region, and therefore, adjacent two regions are put down
After homogenizing, the perpendicular separation after out-of-work sensor is average remains H, calculates vertical sliding from this perpendicular separation H
Slope speed reference VHAlso the most natural.
The above-mentioned steps that it will be appreciated by those skilled in the art that the present invention is only schematically calculating of a kind of simplification
Journey, although inaccuracy, but it is pre-that the calculating acquisition of the most out-of-work sensor but can be utilized to can be used for Earthquake-landslide disaster
Alert information, continues to provide the information judging the situations such as the scale of landslide, size, scope.For example, it is possible to according to vertical sliding
Slope speed reference VHSize estimation go out scale and the intensity on landslide, it is possible to utilize follow-up calculating further to estimate landslide
Size, scope, the quantity such as the building, the farmland that quickly calculate in coverage on remote sensing image can also be coordinated afterwards
Afterwards, reference can be provided for disaster alarm, emergency relief and relief further.
Further, in another specific embodiment, in step D, it is also possible to farther include to utilize threedimensional model ground
Figure calculates mean inclination θ in adjacent described region, obtains average landslide length L by described perpendicular separation H divided by sin (θ), uses institute
State average landslide length L, divided by the absolute value of difference of meansigma methods T of the described out-of-work time in adjacent described region,
Obtain Velocity of The Landslide reference value V for Earthquake-landslide disaster alarmL.The present embodiment is relative to wanting accurate one for previous embodiment
A bit, previous embodiment still possesses certain reference value for ratio of slope estimation in the case of relatively big, but for slope
For degree is mild, motion is come down slowly, just seem the most rough by the scheme of previous embodiment.In embodiment illustrated in fig. 1, profit
Above and below with average after centre position S1 and S2 between the gradient can also approximate as mean inclination θ and meet needs
, certainly, it will be appreciated by those skilled in the art that and can also accurately calculate the flat of adjacent area by the logical three-dimensional map computer of profit
All gradients θ, for the early warning purposes of the present invention, accurately calculating is actual there is no the biggest necessity.
It addition, for the scope obtaining landslide further, it is possible to use aforesaid vertical Velocity of The Landslide reference value VHAnd
Velocity of The Landslide reference value VLCorresponding acquisition can be used for the vertical landslide reference distance S of Earthquake-landslide disaster alarmHAnd landslide reference
Distance SL, it is described as follows.
I.e., it is preferable that deduct the off-air time of the most out-of-work sensor by current time, it is thus achieved that during landslide
Between reference value TS, by landslide time reference value TSIt is multiplied by vertical Velocity of The Landslide reference value VHObtain vertical landslide reference distance SH.Or
Person preferably, by described landslide time reference value TSIt is multiplied by Velocity of The Landslide reference value VLObtain landslide reference distance SL.The two is joined
The acquisition of number information, can estimate roughly the vertical dimension on landslide and domatic distance, be conducive to understanding current landslide area
Territory scope, is very helpful for next step early warning, the disaster relief.
Methods described above, the degree that can use up maximum utilizes the waste heat of sensor, is greatly saved cost, Er Qieyou
Quitting work can know moment in sensor, such as, once data center can not receive the signal of sensor, the most just
May determine that sensor quits work, the out-of-work time can be recorded the most accurately.Certainly, practical situation is on earth
It is that sensor thoroughly damages, or signal is blocked remaining unclear.Therefore, present invention also offers following scheme,
In order to judge that sensor the most really damages.
Fig. 2 is shown that detecting in the method measure Earthquake-landslide of another specific embodiment according to the present invention
The module diagram of sensor degradation.As it can be seen, each sensor 100 is all with its accumulator 101 powered promising, additionally also
The wireless transmitting device 102 of the signal with oriented data center transmission sensor 100；Wireless transmitting device 102 has and electric power storage
The flexible cable 103 that pond 101 connects, and the flexible data line 104 being connected with sensor 100；Wireless transmitting device 102 and one
The binding of individual inflatable balloon 105 links together, and inflatable balloon 105 can be light to wherein filling by a compression gas tank 106
In the inflation inlet of the gas of air, i.e. inflatable balloon 105 and going out of a compression gas tank 106 equipped with the gas being lighter than air
QI KOU links together.
In the such scheme of the present invention, it is possible to use accumulator 101 is powered for sensor 100 and wireless generation equipment 102,
After once Earthquake-landslide occurs, the breakage of circuit making accumulator 101 be sensor 100 power supply due to the impact of Earthquake-landslide
Opening, can inflate for inflatable balloon 105 automatically being started by the electromagnetic valve arranged in this supply line (below will be to this side
Case further illustrates).Or, vibration a switch (not shown) triggered can be set simultaneously, when landslide, impact passes
The when of sensor 100, the impact kinetic energy come down trigger this vibroswitch and make compression gas tank 106 inflate for inflatable balloon 105.
In embodiment illustrated in fig. 2, inflatable balloon 105 is only schematically to represent, actual body when it expands when
Long-pending meeting is the biggest, it is sufficient to by the second wireless transmitting device 102 band overhead.The present embodiment arranges the purpose of inflatable balloon 105
When earthquake landslide disaster occurs when, by inflatable balloon 105, wireless transmitting device 102 can be promoted to certain height
Degree, it is simple to the monitoring signal of sensor 100 can be sent by smoothly, once finds that inflatable balloon 105 rises, then
Landslide has had been subjected to impact herein, is actually available for the landslide situation judged at this, can be used for the scope on estimation landslide.
That is, floating skyborne inflatable balloon 105 is the most eye-catching target, is readily viewed a long way off, at one
In preferred embodiment, can on each inflatable balloon 105 numbering of the sensor 100 that labelling is corresponding, utilize swim in sky
In inflatable balloon 105 on numbering, the position of out-of-work sensor 100 can be marked in three-dimensional model map
Put.Because balloon rises simply representative sensor and is affected, if can not receive signal simultaneously, then the biography that this balloon is indicated
Sensor is exactly typically not work, at the beginning of therefore the float position of the balloon of these positions, quantity, distribution situation can intuitively obtain
The landslide field data of step, can be used for indirectly providing monitoring information, the decision design killed two birds with one stone of can yet be regarded as.Utilize balloon simultaneously
Rise phenomenon and whether can receive the signal that sensor sends, it can be determined that sensor the most really damages.
In another embodiment, in order to automatically start the automatic inflating of inflatable balloon 105, compression gas tank 106 with can
Can connect between aerating ballon 105 and have an electromagnetic valve 107, electromagnetic valve 107 can be arranged on accumulator 101 for sensor
The circuit of 100 power supplies (does not draw similar circuit to connect, but those skilled in the art can be according to word herein in figure
Description understands), it is also possible to control it by aforementioned vibroswitch simultaneously and open.After Earthquake-landslide occurs,
Inflatable balloon 105 can be made to be raised in the air, carry such that it is able to clog-free with wireless transmitting device 102 by above-mentioned design
Whether the position or even the utilization that for transfer function, indicate sensor can receive signal and judge that sensor the most really damages.
Preferably, as in figure 2 it is shown, wireless transmitting device 102 is fixedly connected on compression gas tank 106, inflatable balloon 105
After inflation by wireless transmitting device 102, compression gas tank 106 and electromagnetic valve 107 band together overhead, inflatable balloon 105 by
Flexible cable 103 and flexible data line 104 keep being connected with ground sensor 100.In this preferred version, inflatable balloon
105, the structure of compression gas tank 106 and electromagnetic valve 107 can be very simple, need not arrange too much connection pipeline, the most permissible
Using the compression gas tank 106 of light material, the compression gas tank that such as aluminium alloy is made, its deadweight is little, utilizes inflatable balloon
105 can be easy to take in the air overall structure to, if reduce the volume of inflatable balloon 105 to alleviate weight, having can
The structure the most complicated aerating pipe being set and making inflatable balloon 105 and compression gas tank 106 depart from can be needed, can increase
Add cost.Therefore the scenario-frame that the present embodiment provides is very simple, and cost is the lowest.
In order to alleviate weight as far as possible, in a preferred embodiment, inflatable balloon 105 connects further a traction
Rope 108, the length of described pull rope 108 is more than flexible cable 103 and the length of flexible data line 104.Setting of the present embodiment
Put purpose pull rope 108 to fix inflatable balloon 105 and make it be unlikely to waft rather than with transmission electric power and signal
Flexible cable 103 and flexible data line 104 double as the purpose of fixing inflatable balloon 105.This is because be used for transmitting electric power
Having metal core wire with flexible cable 103 and the flexible data line 104 of signal, if doubling as pullling purposes, its deadweight will phase
To bigger.The present embodiment uses extra pull rope 108, and it can use the very thin very light nylon rope that still intensity is the biggest, and soft
Property cable 103 and flexible data line 104 owing to without considering to pull fixing function, thus relatively thin intensity can be used relatively
Little cable, can alleviate moiety by weight, and thus without carrying too many light gas, the volume of inflatable balloon 105 can
With need not be too big, further save cost.
Although it will be appreciated by those skilled in the art that the present invention is to be described according to the mode of multiple embodiments, but
It is that the most each embodiment only comprises an independent technical scheme.For the sake of in description, so narration is only used to understand,
Description should be understood by those skilled in the art as an entirety, and by technical scheme involved in each embodiment
Regard as and can understand protection scope of the present invention in the way of being mutually combined into different embodiment.
The foregoing is only the schematic detailed description of the invention of the present invention, be not limited to the scope of the present invention.Any
Those skilled in the art, the equivalent variations made, revises and combines on the premise of without departing from the design of the present invention and principle,
The scope of protection of the invention all should be belonged to.
Claims (5)
1. for the method measuring Earthquake-landslide, for the multiple sensors by being arranged at place, detected landslide
(100) providing the information for Earthquake-landslide disaster alarm, each described sensor (100) is all with accumulator (101) and nothing
Equipment (102) launched by line；Described wireless transmitting device (102) has the flexible cable being connected with described accumulator (101)
(103) the flexible data line (104), and with described sensor (100) being connected；Described wireless transmitting device (102) with one
Inflatable balloon (105) binding links together, and described inflatable balloon (105) can be by a compression gas tank (106) to it
Middle filling is lighter than the gas of air；It is connected between described compression gas tank (106) with described inflatable balloon (105) and has an electromagnetism
Valve (107)；Described wireless transmitting device (102) is fixedly connected on described compression gas tank (106), described inflatable balloon
(105) after inflation, described wireless transmitting device (102), described compression gas tank (106) and described electromagnetic valve (107) are carried together
Overhead.It is characterized in that, described method comprises the steps:
Step A: build the three-dimensional model map in place, detected landslide, by described sensor (100) numbering and by described numbering
Corresponding set-up site is marked in described three-dimensional model map；
Step B: after Earthquake-landslide occurs, record numbering and this sensor (100) of out-of-work sensor (100)
The out-of-work time, and highlight out in described three-dimensional model map by the set-up site corresponding to described numbering；
Step C: according to the equal pitch contour that perpendicular separation is H, described three-dimensional model map is divided into multiple region, calculates each institute
Meansigma methods T of out-of-work described sensor (100) out-of-work time in stating region；
Step D: by described perpendicular separation H, divided by the difference of meansigma methods T of the described out-of-work time in adjacent described region
Absolute value, it is thus achieved that for vertical Velocity of The Landslide reference value V of Earthquake-landslide disaster alarmH。
2. the method for measuring Earthquake-landslide as claimed in claim 1, it is characterised in that in described step D, wrap further
Include mean inclination θ utilizing described three-dimensional model map to calculate adjacent described region, obtain divided by sin (θ) by described perpendicular separation H
Average landslide length L, by described average landslide length L, divided by the putting down of described out-of-work time in adjacent described region
The absolute value of the difference of average T, it is thus achieved that for Velocity of The Landslide reference value V of Earthquake-landslide disaster alarmL。
3. the method for measuring Earthquake-landslide as claimed in claim 1, farther includes following steps, subtracts by current time
Go the described off-air time of the most out-of-work described sensor (100), it is thus achieved that landslide time reference value TS, with described
Landslide time reference value TSIt is multiplied by described vertical Velocity of The Landslide reference value VHObtain vertical landslide reference distance SH。
4. Earthquake-landslide disaster measuring method as claimed in claim 3, farther includes following steps, uses described landslide time
Reference value TSIt is multiplied by described Velocity of The Landslide reference value VLObtain landslide reference distance SL。
5. the method being used for measuring Earthquake-landslide as described in one of claim 1-4, it is characterised in that each described inflatable
All it is marked with the described numbering of the described sensor (100) of correspondence on balloon (105), utilizes floating skyborne described inflatable
Described numbering on balloon (105), marks the position of out-of-work described sensor (100) in described three-dimensional model map
Put.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610878837.5A CN106297197B (en) | 2015-04-07 | 2015-04-07 | A method of for measuring Earthquake-landslide |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610878837.5A CN106297197B (en) | 2015-04-07 | 2015-04-07 | A method of for measuring Earthquake-landslide |
| CN201510161806.3A CN104715578B (en) | 2015-04-07 | 2015-04-07 | Seismic landslide hazard measuring method |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510161806.3A Division CN104715578B (en) | 2015-04-07 | 2015-04-07 | Seismic landslide hazard measuring method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106297197A true CN106297197A (en) | 2017-01-04 |
| CN106297197B CN106297197B (en) | 2018-07-17 |
Family
ID=53414866
Family Applications (4)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610878817.8A Expired - Fee Related CN106645631B (en) | 2015-04-07 | 2015-04-07 | A method of it is measured for Earthquake-landslide disaster |
| CN201610879486.XA Expired - Fee Related CN106645632B (en) | 2015-04-07 | 2015-04-07 | A kind of landslide measurement method |
| CN201510161806.3A Expired - Fee Related CN104715578B (en) | 2015-04-07 | 2015-04-07 | Seismic landslide hazard measuring method |
| CN201610878837.5A Expired - Fee Related CN106297197B (en) | 2015-04-07 | 2015-04-07 | A method of for measuring Earthquake-landslide |
Family Applications Before (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610878817.8A Expired - Fee Related CN106645631B (en) | 2015-04-07 | 2015-04-07 | A method of it is measured for Earthquake-landslide disaster |
| CN201610879486.XA Expired - Fee Related CN106645632B (en) | 2015-04-07 | 2015-04-07 | A kind of landslide measurement method |
| CN201510161806.3A Expired - Fee Related CN104715578B (en) | 2015-04-07 | 2015-04-07 | Seismic landslide hazard measuring method |
Country Status (1)
| Country | Link |
|---|---|
| CN (4) | CN106645631B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108182338A (en) * | 2018-03-19 | 2018-06-19 | 重庆大学 | Non- rock slope horizontal ground motion amplification coefficient determines method and Seismic Design Method |
| CN109785585A (en) * | 2019-01-31 | 2019-05-21 | 山东盛隆安全技术有限公司 | Based on optical fiber sensing network monitoring and pre-warning system and method |
| RU2724386C1 (en) * | 2020-02-14 | 2020-06-23 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Чувашский государственный университет имени И.Н. Ульянова" | Mechatronic profilograph |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106327803B (en) * | 2016-08-16 | 2018-06-19 | 辽宁工程技术大学 | A kind of weighting markov landslide method for early warning based on mean-standard deviation |
| CN108492531B (en) * | 2018-03-21 | 2019-09-06 | 遵义师范学院 | A kind of disaster early warning system and installation method based on wireless sensor network |
| CN115480044B (en) * | 2022-09-19 | 2023-12-05 | 青海省第三地质勘查院 | Mountain landslide geological disaster early warning device and application method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007155550A (en) * | 2005-12-06 | 2007-06-21 | Oki Electric Ind Co Ltd | System for detecting collapse of sloping land |
| CN101398968A (en) * | 2008-10-31 | 2009-04-01 | 重庆交通大学 | Mud-stone flow disaster alarm method for highway |
| CN101692129A (en) * | 2009-09-09 | 2010-04-07 | 杨人光 | Environmental disaster monitoring and forecasting system |
| CN102043163A (en) * | 2009-10-19 | 2011-05-04 | 韩国地质资源研究院 | Swing type sensing apparatus for debris flow and method for sensing debris flow using thereof |
| CN103313342A (en) * | 2013-05-20 | 2013-09-18 | 南京邮电大学 | Multi-relay route establishment scheme of low-altitude relay system |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101906771B (en) * | 2010-08-03 | 2012-04-25 | 中交天津航道局有限公司 | Three-dimensional soil texture analyzing method for assisting survey, design and construction of dredging engineering |
| CN202075836U (en) * | 2011-05-19 | 2011-12-14 | 赵红 | Geological deformation and slip early warning system |
| CN202352024U (en) * | 2011-12-06 | 2012-07-25 | 四川久远新方向智能科技有限公司 | System for monitoring geological disasters |
| CN102607488B (en) * | 2012-02-23 | 2014-12-03 | 中国科学院力学研究所 | Device and method for monitoring displacement deformation of sliding surface of landslip |
| CN102829728A (en) * | 2012-09-04 | 2012-12-19 | 中铁二院工程集团有限责任公司 | Comprehensive monitoring system for side slope and landslip |
| CN102914630A (en) * | 2012-10-11 | 2013-02-06 | 中山大学 | Multi-scale mechanical testing system for rock water-force-coupled rheological damage |
| CN203025912U (en) * | 2012-12-28 | 2013-06-26 | 中铁二十四局集团有限公司 | Anti-sloughing alarming system for high-danger side slope |
| CN203204791U (en) * | 2013-04-02 | 2013-09-18 | 成都市西创科技有限公司 | Multiparameter landslide and mud-rock flow monitoring early warning system |
| CN203259528U (en) * | 2013-04-09 | 2013-10-30 | 西南交通大学 | High-speed slide setting-out mechanism testing device |
| CN103217512B (en) * | 2013-04-11 | 2015-12-02 | 中国科学院力学研究所 | A kind of experimental device with physical landslide model |
| CN103472207B (en) * | 2013-09-30 | 2015-05-20 | 福州大学 | Equivalent looseness measuring method used for mountain landslide early warning |
-
2015
- 2015-04-07 CN CN201610878817.8A patent/CN106645631B/en not_active Expired - Fee Related
- 2015-04-07 CN CN201610879486.XA patent/CN106645632B/en not_active Expired - Fee Related
- 2015-04-07 CN CN201510161806.3A patent/CN104715578B/en not_active Expired - Fee Related
- 2015-04-07 CN CN201610878837.5A patent/CN106297197B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007155550A (en) * | 2005-12-06 | 2007-06-21 | Oki Electric Ind Co Ltd | System for detecting collapse of sloping land |
| CN101398968A (en) * | 2008-10-31 | 2009-04-01 | 重庆交通大学 | Mud-stone flow disaster alarm method for highway |
| CN101692129A (en) * | 2009-09-09 | 2010-04-07 | 杨人光 | Environmental disaster monitoring and forecasting system |
| CN102043163A (en) * | 2009-10-19 | 2011-05-04 | 韩国地质资源研究院 | Swing type sensing apparatus for debris flow and method for sensing debris flow using thereof |
| CN103313342A (en) * | 2013-05-20 | 2013-09-18 | 南京邮电大学 | Multi-relay route establishment scheme of low-altitude relay system |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108182338A (en) * | 2018-03-19 | 2018-06-19 | 重庆大学 | Non- rock slope horizontal ground motion amplification coefficient determines method and Seismic Design Method |
| CN109785585A (en) * | 2019-01-31 | 2019-05-21 | 山东盛隆安全技术有限公司 | Based on optical fiber sensing network monitoring and pre-warning system and method |
| RU2724386C1 (en) * | 2020-02-14 | 2020-06-23 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Чувашский государственный университет имени И.Н. Ульянова" | Mechatronic profilograph |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106297197B (en) | 2018-07-17 |
| CN104715578A (en) | 2015-06-17 |
| CN106645632B (en) | 2018-11-16 |
| CN106645631B (en) | 2018-11-16 |
| CN106645632A (en) | 2017-05-10 |
| CN104715578B (en) | 2017-01-18 |
| CN106645631A (en) | 2017-05-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104715578B (en) | Seismic landslide hazard measuring method | |
| CN102013150B (en) | System for predicting geologic hazard based on rainfall intensity, moisture content of slope soil and deformation | |
| Kanazawa | Japan Trench earthquake and tsunami monitoring network of cable-linked 150 ocean bottom observatories and its impact to earth disaster science | |
| CN106224007A (en) | Safety for tunnel engineering monitoring and warning management system | |
| US20210041398A1 (en) | Infrastructure detection and monitoring system | |
| JP6641410B2 (en) | Terrain structure monitoring system | |
| US20150109883A1 (en) | Wireless subsea seismic sensor and data collection methods | |
| CN104457551B (en) | Railway bed Collapse monitor system and monitoring method | |
| IT201800002465A1 (en) | System for remote and real-time automatic wireless monitoring of structures, infrastructures and slope sectors with high hydrogeological risk aimed at safeguarding public and private safety | |
| CN206740293U (en) | A kind of intelligent safety monitoring slope system | |
| CN110189503A (en) | A kind of geo-hazard early-warning straggly and guard system | |
| CN107014542A (en) | A kind of intelligent safety monitoring slope system | |
| CN108060942A (en) | A kind of roadway surrounding rock destroys the anchor pole rope method for protecting support of monitoring | |
| CN101887624A (en) | Method and system for advanced early warning and forecasting of earthquake disasters | |
| Reddy et al. | Review of sensor technology for mine safety monitoring systems: A holistic approach | |
| CN105203626A (en) | Railway roadbed collapse full-process evolution dynamic monitoring system and monitoring method | |
| EP3494363A1 (en) | Method and apparatus for monitoring elevation | |
| CN105806283B (en) | Landslide depth displacement real-time monitoring system and method based on the interpretation of bracing wire posture | |
| CN104715577B (en) | Earthquake landslide hazard monitoring device | |
| CN211015843U (en) | Early warning and protection system for misplaced geological disasters | |
| CN205428142U (en) | Aqueous vapor pressure sensor monitoring and early warning forecast system | |
| JP4628188B2 (en) | Landslide detection device | |
| CN214787474U (en) | Four-base-point surrounding rock moving sensor | |
| KR101947266B1 (en) | Apparatus for monitoring impact of submarine pipe line | |
| CN212642810U (en) | Fault fracture zone tunnel construction early warning system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180717 Termination date: 20210407 |