CN108645374A - A kind of underground longitude and latitude measurement method and device - Google Patents
A kind of underground longitude and latitude measurement method and device Download PDFInfo
- Publication number
- CN108645374A CN108645374A CN201810477206.1A CN201810477206A CN108645374A CN 108645374 A CN108645374 A CN 108645374A CN 201810477206 A CN201810477206 A CN 201810477206A CN 108645374 A CN108645374 A CN 108645374A
- Authority
- CN
- China
- Prior art keywords
- longitude
- latitude
- signal
- underground
- measurement method
- 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.)
- Pending
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C1/00—Measuring angles
- G01C1/02—Theodolites
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO 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
- G01S19/00—Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
- G01S19/01—Satellite radio beacon positioning systems transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
- G01S19/13—Receivers
- G01S19/14—Receivers specially adapted for specific applications
Abstract
The invention discloses a kind of underground longitude and latitude measurement method and devices, including longitude and latitude measuring device and longitude and latitude measurement method, the longitude and latitude measuring device includes measuring device and the multiple longitude and latitude positioning devices being connect with measuring device, multiple longitude and latitude positioning devices include signal transceiver and the locator and displacement sensor that are connect with signal transceiver, institute's displacement sensors and locator are connect by optical fiber with signal transceiver, the measuring device includes intelligence control system and the display and signal receiver that are connect with intelligence control system, the signal receiver is connect with signal transceiver.The configuration of the present invention is simple, practical, high sensitivity, manufacturing cost is low, can be used for measuring the movement of the earth's crust, has certain values for Geographical Study.
Description
Technical field
The present invention relates to crustal movement technical field more particularly to a kind of underground longitude and latitude measurement method and devices.
Background technology
Crustal movement（crustalmovement）Be due to earth interior caused by composition materials on the earth machinery fortune
It is dynamic.Crustal movement is to cause the tectonic movement that crustal structure changes, earth's crust inner material conjugates by endogenetic, it can cause rock
The differentiation of stone circle promotes continent, the hyperplasia of ocean floor and extinction；And form trench and mountain range；While also result in generation earthquake, volcano
Outburst etc..
Earthquake is a kind of destructive natural calamity that impersonal force can be resisted, and earthquake can cause huge in moment
Destructive power, earthquake happen occasionally from ancient times, and since manpower can not resist, what can be done is exactly to find in advance, gives warning in advance, removes in time
From, so earthquake prewarning device causes the great attention of the mankind, ancient times to have the generation that seismograph can predict earthquake, earthquake it
It is preceding also can there are many peculiar geographical phenomenon can effective foreseeing earthquake, such as the Novel presentation of animal and weather exception table
It is existing, but due to the development of industrialization and urbanization, this nature prediction method has been not suitable for, has nowadays all been set in many places
It is equipped with earthquake prewarning device, is the crystallization of modern science and technology, but effect is not fine, has not been well positioned to meet people's
Demand.In China, natural calamity causes in personnel death's ratio, and earthquake disaster proportion is up to 54%, is that China causes personnel
Dead most natural calamity.Earthquake disaster not only damages national economy, and directly contributes people's life, the huge damage of property
It loses, is not yet reached in preceding several seconds or tens of seconds in devastatingly seismic wave, earthquake information is announced into the external world, personnel can be substantially reduced
Injures and deaths.Theoretical research shows if pre-warning time is 3 seconds, and casualties can be made than reducing 14%；If it is 10 seconds, people
Member's injures and deaths are than reducing 39%.Therefore, it is always the side that people work hard to establish timely, accurate and effective earthquake warning system
To.
Currently, seismic survey and warning device mostly use at the seismic survey center of national profession or scientific research institution, due to
These machines are accurate, huge, expensive, and the sensor of these seismic survey devices will be placed into specific region and specific
Depth can not popularize use in resident's daily life, and when earthquake disaster occurs, resident cannot receive alarm at the first time and carry
Show, and keep away calamity in time, people are often caught unprepared, it is difficult to casualties and property loss are reduced to minimum level, it is existing
Earthquake alarm system is there is also taking up a large area, and the forecast is inaccurate really, of high cost, the shortcomings that being unfavorable for promoting the use of.
CN201310194009.6 discloses a kind of earthquake prediction early warning system based on ground source monitoring ultrasonic and analysis,
Earthquake is in the natural calamity of facing mankind, most it is difficult to predict, it is sudden it is strong, people and animals' injures and deaths may be caused most heavy and property loss
One of maximum disaster.From since the dawn of human civilization, the mankind can only monitor earthquake unpredictable, and it is whole world face to predict and predict an earthquake
The great difficult problem faced is not yet effectively broken through so far.The invention includes signal acquiring system, signal processing system and forecasting and warning system
System, the signal acquiring system, signal processing system and forecasting and warning system are sequentially connected.The invention is earthquake prediction early warning
Provide the more abundant reaction time；It realizes a ultrasonic wave and is changed into mankind's audible sound in real time, to establish the mankind
The direct consciousness approach of source ultrasonic wave over the ground.
Crustal movement for modern age, the method that crustal movement monitors generally use Repeated geodetic survey：With repetition level
It measures, the vertical movement of Research on Crustal；With the repetition measurement of triangulation, trilateration or triangulateration, the horizontal fortune of Research on Crustal
It is dynamic；With creep meter, dipmeter and the extensometer etc. being placed in active fault, make the movement of fixed point continuous observation monitoring tomography
Deng.After the 1970s, space measurement technology has been started with（Global positioning system measurement, lunar laser ranging(LLR), artificial satellite
Laser ranging, very long baseline interferometry(VLBI）The relative displacement between different plates is monitored, and utilizes Coastline Changes and tidal observation
The record stood to seawater fluctuation infers modern crust movement.
Invention content
It is an object of the invention to overcome problem above of the existing technology, a kind of underground longitude and latitude measurement method is provided
And device, simple and practical, warning sensitivity is high, the movement for measuring the earth's crust, has certain value for Geographical Study.
To realize above-mentioned technical purpose and the technique effect, the invention is realized by the following technical scheme：
A kind of underground longitude and latitude measurement method and device, including longitude and latitude measuring device and longitude and latitude measurement method, the longitude and latitude
Degree measuring device includes measuring device and the multiple longitude and latitude positioning devices being connect with measuring device, and multiple longitudes and latitudes are fixed
Position device includes signal transceiver and the locator and displacement sensor that connects with signal transceiver, institute's displacement sensors with
Locator is connect by optical fiber with signal transceiver, and the measuring device includes intelligence control system and and intelligence control system
The display and signal receiver of connection, the signal receiver are connect with signal transceiver, the longitude and latitude measurement method packet
Include following steps：
1) one piece of monitored space is selected；
2) multiple longitude and latitude positioning devices are uniformly arranged on to 5 kilometers of the underground of monitored space, composition underground longitude and latitude monitors site,
Then, it is connect with the signal transceiver on ground by optical fiber；
3) locator be used for position longitude and latitude positioning device underground position signal；
4) displacement sensor is used to receive the earth's crust displacement signal of underground；
5) signal transceiver is used to receive the position signal of locator and the earth's crust displacement signal of displacement sensor, and will receive
To position signal earth's crust displacement signal be sent to signal receiver；
6) position signal received and earth's crust displacement signal are sent to intelligence control system by signal receiver；
7) intelligence control system will receive position signal and the earth's crust displacement signal processing analysis after, by display explicitly under
The crustal movement data of longitude and latitude.
Preferably, the method for the step 1 to step 7 carries out in order.
Preferably, the longitude and latitude positioning device can also be arranged 500 meters, 1 kilometer or 2 kilometers of underground.
Preferably, the quantity that the longitude and latitude positioning device is uniformly arranged in one piece of monitored space is 10 to 20, institute
The area for stating one piece of monitored space is arranged in 50 to 80 sq-kms.
Preferably, the locator includes Big Dipper locator or locator.
Preferably, the intelligence control system includes main control board and the microprocessor that is arranged on main control board
Device, the main control board are connect with display and signal receiver.
The beneficial effects of the invention are as follows：
1. simple in structure, practical, high sensitivity, manufacturing cost is low, the movement for measuring the earth's crust, has one for Geographical Study
Price value；
2. the position that can be occurred by the movement anticipation earthquake in advance of the earth's crust, avoids or mitigates disaster caused by earthquake, by people
Member's injures and deaths and property loss are reduced to minimum level, improve the success rate and accuracy rate of earthquake prediction.
Above description is only the general introduction of technical solution of the present invention, in order to better understand the technical means of the present invention,
And can be implemented in accordance with the contents of the specification, with presently preferred embodiments of the present invention and attached drawing is coordinated to be described in detail below.This hair
Bright specific implementation mode is shown in detail by following embodiment and its attached drawing.
Description of the drawings
Attached drawing described herein is used to provide further understanding of the present invention, and is constituted part of this application, this hair
Bright illustrative embodiments and their description are not constituted improper limitations of the present invention for explaining the present invention.In the accompanying drawings：
Fig. 1 is monitoring schematic diagram of the present invention；
Fig. 2 is structural schematic diagram of the present invention.
Figure label explanation：Longitude and latitude measuring device 1, measuring device 2, longitude and latitude positioning device 3, signal transceiver 4 are fixed
Position device 5, displacement sensor 6, optical fiber 7, intelligence control system 201, display 202, signal receiver 203, monitored space 8.
Specific implementation mode
The invention will be further described below in conjunction with the accompanying drawings：
Shown in Fig. 2, a kind of underground longitude and latitude measurement method and device, including longitude and latitude measuring device 1 and longitude and latitude
Measurement method, the longitude and latitude measuring device 1 include measuring device 2 and the multiple longitudes and latitudes being connect with measuring device 2 positioning
Device 3, multiple longitude and latitude positioning devices 3 include signal transceiver 4 and the locator 5 that is connect with signal transceiver 4 and
Displacement sensor 6, institute's displacement sensors 6 and locator 5 are connect by optical fiber 7 with signal transceiver 4, the measuring device 2
Including intelligence control system 201 and the display being connect with intelligence control system 201 202 and signal receiver 203, the letter
Number receiver 203 is connect with signal transceiver 4, and the longitude and latitude measurement method includes the following steps：
1) one piece of monitored space 8 is selected；
2) multiple longitude and latitude positioning devices 3 are uniformly arranged on to 5 kilometers of the underground of monitored space 8, form underground longitude and latitude monitoring network
Then point is connect by optical fiber 7 with the signal transceiver 4 on ground；
3) locator 5 be used for position longitude and latitude positioning device underground position signal；
4) displacement sensor 6 is used to receive the earth's crust displacement signal of underground；
5) signal transceiver 4 is used to receive the position signal of locator 5 and the earth's crust displacement signal of displacement sensor 6, and will
The position signal earth's crust displacement signal received is sent to signal receiver 203；
6) position signal received and earth's crust displacement signal are sent to intelligence control system 201 by signal receiver 203；
7) it is aobvious by display 202 after intelligence control system 201 will receive position signal and the processing analysis of earth's crust displacement signal
Show the crustal movement data of underground longitude and latitude.
Preferably, the method for the step 1 to step 7 carries out in order.
Preferably, the longitude and latitude positioning device 3 can also be arranged 500 meters, 1 kilometer or 2 kilometers of underground.
Preferably, the quantity that the longitude and latitude positioning device 3 is uniformly arranged in one piece of monitored space 8 is 10 to 20,
The area of one piece of monitored space 8 is arranged in 50 to 80 sq-kms.
Preferably, the locator 5 includes Big Dipper locator or GPS locator.
Preferably, the intelligence control system 201 includes main control board and is arranged on main control board micro-
Processor, the main control board are connect with display 202 and signal receiver 203.
Specific embodiment：
User encounters crustal movement or impression using a kind of underground longitude and latitude measurement method of the present invention and device, displacement sensor 3
When being moved to the earth's crust, displacement data, 5 position location of locator are generated, signal transceiver 4 receives displacement data and position location number
According to, wherein its longitude and latitude measurement method includes the following steps：1）Select one piece of monitored space 8；In the embodiment of the present invention, monitored space
Area it is unfettered；2）Multiple longitude and latitude positioning devices 3 are uniformly arranged on to 5 kilometers of the underground of monitored space 8, composition underground warp
Then latitude monitoring site is connect by optical fiber 7 with the signal transceiver 4 on ground；3）Locator 5 is for positioning longitude and latitude
Position signal of the positioning device in underground；4）Displacement sensor 6 is used to receive the earth's crust displacement signal of underground；5）Signal transceiver
The earth's crust displacement signal of 4 position signal and displacement sensor 6 for receiving locator 5, and the position signal that will be received
It is sent to signal receiver 203 with earth's crust displacement signal；6）Signal receiver 203 is by the position signal received and earth's crust displacement
Signal is sent to intelligence control system 201；7）Intelligence control system 201 will receive position signal and the processing of earth's crust displacement signal
After analysis, the crustal movement data of longitude and latitude are explicitly descended by display 202.
In addition, when one of monitoring in site site and occurring mobile, intelligence control system is by the movement of site
It is displayed on the monitor after data analysis, meanwhile, the distance between site and the neighbouring site after movement are shown together
It shows to come.
The above description is merely a specific embodiment, but scope of protection of the present invention is not limited thereto, any
Those familiar with the art in the technical scope disclosed by the present invention, can easily think of the change or the replacement, and should all contain
Lid is within protection scope of the present invention.Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (6)
1. a kind of underground longitude and latitude measurement method and device, including longitude and latitude measuring device（1）It is special with longitude and latitude measurement method
Sign is：The longitude and latitude measuring device（1）Including measuring device（2）And and measuring device（2）Multiple longitudes and latitudes of connection
Positioning device（3）, multiple longitude and latitude positioning devices（3）Including signal transceiver（4）And and signal transceiver（4）Connection
Locator（5）And displacement sensor（6）, institute's displacement sensors（6）And locator（5）Pass through optical fiber（7）With signal transmitting and receiving
Device（4）Connection, the measuring device（2）Including intelligence control system（201）And and intelligence control system（201）Connection is shown
Show device（202）And signal receiver（203）, the signal receiver（203）With signal transceiver（4）Connection, the longitude and latitude
Measurement method includes the following steps：
1）Select one piece of monitored space（8）；
2）By multiple longitude and latitude positioning devices（3）It is uniformly arranged on monitored space（8）5 kilometers of underground, composition underground longitude and latitude prison
Then control site passes through optical fiber（7）With the signal transceiver on ground（4）Connection；
3）Locator（5）For position longitude and latitude positioning device underground position signal；
4）Displacement sensor（6）Earth's crust displacement signal for receiving underground；
5）Signal transceiver（4）For receiving locator（5）Position signal and displacement sensor（6）The earth's crust displacement letter
Number, and the position signal earth's crust displacement signal received is sent to signal receiver（203）；
6）Signal receiver（203）The position signal received and earth's crust displacement signal are sent to intelligence control system（201）；
7）Intelligence control system（201）After position signal and the processing analysis of earth's crust displacement signal will be received, pass through display
（202）Explicitly descend the crustal movement data of longitude and latitude.
2. a kind of underground longitude and latitude measurement method according to claim 1 and device, it is characterised in that：The step 1 to
The method of step 7 carries out in order.
3. a kind of underground longitude and latitude measurement method according to claim 1 and device, it is characterised in that：The longitude and latitude is fixed
Position device（3）It can also be arranged 500 meters, 1 kilometer or 2 kilometers of underground.
4. a kind of underground longitude and latitude measurement method according to claim 1 and device, it is characterised in that：The longitude and latitude is fixed
Position device（3）In one piece of monitored space（8）The quantity being inside uniformly arranged is 10 to 20, one piece of monitored space（8）Area set
It sets in 50 to 80 sq-kms.
5. a kind of underground longitude and latitude measurement method according to claim 1 and device, it is characterised in that：The locator
（5）Including Big Dipper locator or GPS locator.
6. a kind of underground longitude and latitude measurement method according to claim 1 and device, it is characterised in that：The intelligent control
System（201）Including main control board and the microprocessor being arranged on main control board, the main control board and display
Device（202）And signal receiver（203）Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810477206.1A CN108645374A (en) | 2018-05-18 | 2018-05-18 | A kind of underground longitude and latitude measurement method and device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810477206.1A CN108645374A (en) | 2018-05-18 | 2018-05-18 | A kind of underground longitude and latitude measurement method and device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108645374A true CN108645374A (en) | 2018-10-12 |
Family
ID=63756584
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810477206.1A Pending CN108645374A (en) | 2018-05-18 | 2018-05-18 | A kind of underground longitude and latitude measurement method and device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108645374A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101604013A (en) * | 2008-06-11 | 2009-12-16 | 周毅 | A kind of method for tracking and positioning and device |
| CN101995583A (en) * | 2010-09-02 | 2011-03-30 | 成都林海电子有限责任公司 | Wired network-based earthquake real-time monitoring method |
| CN102281495A (en) * | 2011-05-10 | 2011-12-14 | 深圳市喜赛科技有限公司 | Tracking locator, locating server, tracking location system and method thereof |
| CN103476111A (en) * | 2013-08-23 | 2013-12-25 | 北京高森明晨信息科技有限公司 | Method, device and system for obtaining geographic position information |
| CN105044749A (en) * | 2015-07-08 | 2015-11-11 | 无锡市崇安区科技创业服务中心 | Vehicle speed measuring method based on longitude and latitude |
-
2018
- 2018-05-18 CN CN201810477206.1A patent/CN108645374A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101604013A (en) * | 2008-06-11 | 2009-12-16 | 周毅 | A kind of method for tracking and positioning and device |
| CN101995583A (en) * | 2010-09-02 | 2011-03-30 | 成都林海电子有限责任公司 | Wired network-based earthquake real-time monitoring method |
| CN102281495A (en) * | 2011-05-10 | 2011-12-14 | 深圳市喜赛科技有限公司 | Tracking locator, locating server, tracking location system and method thereof |
| CN103476111A (en) * | 2013-08-23 | 2013-12-25 | 北京高森明晨信息科技有限公司 | Method, device and system for obtaining geographic position information |
| CN105044749A (en) * | 2015-07-08 | 2015-11-11 | 无锡市崇安区科技创业服务中心 | Vehicle speed measuring method based on longitude and latitude |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103700054B (en) | A kind of Sudden Geological Hazards emergency preplan digitization system | |
| CN102354431B (en) | Monitoring and prewarning system and method for geological disasters | |
| Chebrov et al. | The system of detailed seismological observations in Kamchatka in 2011 | |
| CN103234519B (en) | Land subsidence monitoring and early warning system based on global position system (GPS) and hydrostatic leveling | |
| CN215006896U (en) | Satellite-ground cooperative slope multi-risk factor combined real-time monitoring and early warning system | |
| CN101482620A (en) | Real-time seismic intensity reporting method and system | |
| CN205881128U (en) | Mountain landslide intelligent early warning equipment | |
| CN104077890A (en) | Distributed type earthquake early warning cloud monitoring network system and method | |
| CN101625416A (en) | Earthquake early warning system for buildings | |
| CN109596177A (en) | Railway slope Life cycle on-line monitoring system and method | |
| CN105807311A (en) | Earthquake monitoring and early-warning system and method | |
| Mattioli et al. | The GAGE data and field response to the 2019 Ridgecrest earthquake sequence | |
| Hauksson et al. | Preliminary report on the 1995 Ridgecrest earthquake sequence in eastern California | |
| Nayak et al. | Addressing the risk of the tsunami in the Indian Ocean | |
| CN108645374A (en) | A kind of underground longitude and latitude measurement method and device | |
| CN108662982A (en) | It is a kind of accurately to measure the apparatus and method for moving island based on GPS and big-dipper satellite | |
| CN108663725A (en) | A kind of positioning laser aid | |
| CN209623610U (en) | Building displacement monitors system under a kind of fire based on big-dipper satellite | |
| Sassa et al. | The 2023.4. 24 Hambantota-offshore earthquake and microearthquakes in Sri Lanka and the landslide risk evaluation in a nearby slope by post-rainfall earthquakes | |
| CN108761393A (en) | A kind of underground longitude and latitude measuring device and method | |
| CN108896006A (en) | A kind of detection method of underground longitude and latitude | |
| CN108680946A (en) | One kind is accurately positioned based on GPS and the Big Dipper and calculates earthquake-predictive device and method | |
| CN108680947A (en) | A kind of device and its monitoring method for longitude and latitude monitoring | |
| CN108917702A (en) | A kind of subterranean depth longitude and latitude measuring device and method | |
| CN216132434U (en) | Detection unit is subsided to wisdom transmission of electricity big dipper satellite tower footing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181012 |