CN108761521A - A kind of earthquake-stricken area range Prediction System and method - Google Patents
A kind of earthquake-stricken area range Prediction System and method Download PDFInfo
- Publication number
- CN108761521A CN108761521A CN201810481317.XA CN201810481317A CN108761521A CN 108761521 A CN108761521 A CN 108761521A CN 201810481317 A CN201810481317 A CN 201810481317A CN 108761521 A CN108761521 A CN 108761521A
- Authority
- CN
- China
- Prior art keywords
- shaft tower
- distance
- seismometer
- shared shaft
- earthquake
- 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
- 238000000034 method Methods 0.000 title claims abstract description 25
- 238000012544 monitoring process Methods 0.000 claims abstract description 56
- 238000012546 transfer Methods 0.000 claims abstract description 30
- 239000004020 conductor Substances 0.000 claims description 6
- 238000010586 diagram Methods 0.000 description 6
- 230000005540 biological transmission Effects 0.000 description 4
- 238000011161 development Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011241 protective layer Substances 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000003044 adaptive effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- G01V1/01—
-
- 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
- G01S5/00—Position-fixing by co-ordinating two or more direction or position line determinations; Position-fixing by co-ordinating two or more distance determinations
- G01S5/18—Position-fixing by co-ordinating two or more direction or position line determinations; Position-fixing by co-ordinating two or more distance determinations using ultrasonic, sonic, or infrasonic waves
- G01S5/22—Position of source determined by co-ordinating a plurality of position lines defined by path-difference measurements
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V2210/00—Details of seismic processing or analysis
- G01V2210/10—Aspects of acoustic signal generation or detection
- G01V2210/12—Signal generation
- G01V2210/123—Passive source, e.g. microseismics
- G01V2210/1232—Earthquakes
Abstract
A kind of earthquake-stricken area range Prediction System and method provided by the present application, wherein, a kind of earthquake-stricken area range Prediction System provided by the present application includes the first shared shaft tower, the second shared shaft tower, the first seismic monitoring unit, the second seismic monitoring unit and background monitoring equipment, and seismic monitoring unit includes seismometer, wireless data transfer module and GPRS locating modules；The first distance D is determined according to the seismic wave propagation speed V and time difference △ t of seismometer acquisition in this way；According to the distance d of focus to the first seismometeraWith the distance d of focus to the second seismometerbDetermine the first angle β；Hypocentral location is determined according to the first distance D and the first angle β；Seismic region is drawn according to the position of hypocentral location, the position of the first shared shaft tower, the second shared shaft tower；A kind of earthquake-stricken area range Prediction System provided by the present application can estimate the area size that earthquake involves, and local employee is reminded to withdraw danger zone in advance and the measure that properly protects.
Description
Technical field
This application involves earthquake pre-estimating technology field more particularly to a kind of earthquake-stricken area range Prediction Systems and method.
Background technology
With natural variation, earthquake occurrence frequency is higher and higher, the loss brought to the mankind due to earthquake so that earthquake
In the mankind in the heart at demon.
Currently used seismic monitoring system is seismometer, the weight inertia that seismometer is hung by one, when earthquake is sent out
When raw, ground is shaken, and weight is static, reaches seismic monitoring, and according to the shear wave and longitudinal wave transmission speed of earthquake generation
Difference, calculates anaseismic distance, but at present to seismic wave and region can not accurately predict, arrive in face of violent earthquake
When, human life's safety is still by great threat.
Invention content
This application provides a kind of earthquake-stricken area range Prediction System and methods, to estimate the area size that earthquake involves.
In order to solve the above-mentioned technical problem, the embodiment of the present application discloses following technical solution：
A kind of earthquake-stricken area range Prediction System provided by the present application, is linearly arranged based on shared shaft tower, including first total
Shaft tower, the second shared shaft tower, the first seismic monitoring unit, the second seismic monitoring unit and background monitoring equipment are enjoyed, wherein：
The first shared shaft tower is in the described second shared shaft tower in same level；
The first seismic monitoring unit is respectively arranged in the described first shared shaft tower with the second seismic monitoring unit
With on the described second shared shaft tower；
The first seismic monitoring unit includes the first seismometer, the first wireless data transfer module and the first GPRS positioning
Module；
The second seismic monitoring unit includes the second seismometer, the second wireless data transfer module and the 2nd GPRS positioning
Module；
First seismometer is used to gathered data with second seismometer；
First wireless data transfer module is used to send data to second wireless data transfer module
The background monitoring equipment；
The background monitoring equipment is used to draw seismic region according to the data of reception；
The first GPRS locating modules are respectively used to obtain the described first shared bar with the 2nd GPRS locating modules
The longitude and latitude of tower and the second shared shaft tower.
Preferably, the data that first seismometer is acquired with second seismometer include：
Seismic wave propagation speed V；Seismic wave arrive separately at the described first shared shaft tower and the described second shared shaft tower when
Between difference △ t；Distance d of the focus to first seismometera；Distance d of the focus to second seismometerb。
Preferably, first seismometer is connect with the first wireless data transfer module plain conductor；Described second
Seismometer is connect with the second wireless data transfer module plain conductor；First wireless data transfer module and described the
One GPRS locating modules are electrically connected；Second wireless data transfer module is electrically connected with the 2nd GPRS locating modules.
Preferably, the background monitoring equipment includes alarm module；The alarm module is used to when earthquake intensity be more than pre-
If sending out alarm signal when alarming value.
The application also provides a kind of earthquake-stricken area range predictor method, is linearly arranged based on shared shaft tower, the method packet
It includes：
The first distance D is determined according to seismic wave propagation speed V and time difference △ t, wherein the first distance D is focus
Difference to the first shared shaft tower at a distance from the second shared shaft tower respectively；
According to the distance d of focus to the first seismometeraWith the distance d of focus to the second seismometerbDetermine the first angle β,
In, the first angle β is that the described first shared shaft tower to the described second shared shaft tower line is shared with focus to described second
Angle between shaft tower connection；
Hypocentral location is determined according to the first distance D and the first angle β；
Draw ground according to the position of the hypocentral location, the position of the first shared shaft tower, the second shared shaft tower
Earthquake region domain.
Preferably, described that first distance D is determined according to the seismic wave propagation speed V and the time difference △ t, including：
Obtain the seismic wave propagation speed V and the time difference △ t；
The first distance D is calculated according to D=V* △ t.
Preferably, the distance d according to focus to the first seismometeraWith the distance d of focus to the second seismometerbIt determines
First angle β, including：
Distance d of the acquisition focus to the first seismometeraWith the distance d of focus to the second seismometerb；
According toCalculate the first angle β；
Wherein dabIndicate the distance between the first shared shaft tower and the second shared shaft tower.
Preferably in, it is described that hypocentral location is determined according to the first distance D and the first angle β, including：
Determine that the first intersection points B ', wherein first intersection points B ' is according to the first distance D and the first angle β
The intersection point of focus and the described second shared shaft tower line and circumference where the described first shared shaft tower；
According to first intersection points B ', the position of the first shared shaft tower and the daIt can determine hypocentral location.
Preferably, it is described according to the hypocentral location, the position of the first shared shaft tower, the second shared shaft tower
Seismic region is drawn in position, including：
Using hypocentral location as the center of circle, with the distance d of focus to the first seismometeraThe first circumference is drawn for radius；
Using hypocentral location as the center of circle, with the distance d of focus to the second seismometerbThe second circumference is drawn for radius；
First circumference and the described second region for circumferentially covering are seismic region.
The application's has the beneficial effect that：
A kind of earthquake-stricken area range Prediction System and method provided by the present application, wherein a kind of earthquake provided by the present application
Disaster area range Prediction System includes the first shared shaft tower, the second shared shaft tower, the first seismic monitoring unit, the second seismic monitoring list
Member and background monitoring equipment, wherein：The first shared shaft tower is in the described second shared shaft tower in same level；It is described
First seismic monitoring unit is respectively arranged in the described first shared shaft tower with the second seismic monitoring unit and is total to described second
It enjoys on shaft tower；The first seismic monitoring unit includes the first seismometer, the first wireless data transfer module and the first GPRS fixed
Position module；The second seismic monitoring unit includes the second seismometer, the second wireless data transfer module and the 2nd GPRS positioning
Module；First seismometer is used to gathered data with second seismometer；First wireless data transfer module with
Second wireless data transfer module is used to send data to the background monitoring equipment；The background monitoring equipment is used
According to the data of reception drafting seismic region；The first GPRS locating modules are used respectively with the 2nd GPRS locating modules
In the longitude and latitude that obtain the first shared shaft tower and the second shared shaft tower；The earthquake acquired in this way according to seismometer
Velocity of wave propagation V and time difference △ t determines the first distance D, wherein the first distance D is focus respectively to the first shared bar
Difference of the tower at a distance from the second shared shaft tower；According to the distance d of focus to the first seismometeraWith focus to the second seismometer
Distance dbDetermine the first angle β, wherein the first angle β is that the described first shared shaft tower to the described second shared shaft tower connects
Line and focus are to the angle between the described second shared shaft tower connection；It is determined according to the first distance D and the first angle β
Hypocentral location；Draw ground according to the position of the hypocentral location, the position of the first shared shaft tower, the second shared shaft tower
Earthquake region domain；A kind of earthquake-stricken area range Prediction System provided by the present application can estimate the area size that earthquake involves, and prompting is worked as
Ground personnel withdraw danger zone and the measure that properly protects in advance, increase reliable and effective protective layer for life.
It should be understood that above general description and following detailed description is only exemplary and explanatory, not
The application can be limited.
Description of the drawings
In order to illustrate more clearly of the technical solution of the application, letter will be made to attached drawing needed in the embodiment below
Singly introduce, it should be apparent that, for those of ordinary skills, without creative efforts, also
It can be obtain other attached drawings according to these attached drawings.
Fig. 1 is a kind of structural schematic diagram of earthquake-stricken area range Prediction System provided in an embodiment of the present invention；
Reference sign：1- first shares shaft tower, and 2- second shares shaft tower, 3- the first seismic monitoring units, 31- first
Seismometer, the first wireless data transfer modules of 32-, the first GPRS locating modules of 33-, 4- the second seismic monitoring units, 41- second
Seismometer, the second wireless data transfer modules of 42-, the 2nd GPRS locating modules of 43-, 5- background monitoring equipment, 51- alarm moulds
Block.
Fig. 2 is a kind of flow diagram of earthquake-stricken area range predictor method provided in an embodiment of the present invention；
Fig. 3 is a kind of earthquake-stricken area range predictor method provided in an embodiment of the present invention with schematic diagram.
Specific implementation mode
In order to make those skilled in the art better understand the technical solutions in the application, below in conjunction with the application reality
The attached drawing in example is applied, technical solutions in the embodiments of the present application is clearly and completely described, it is clear that described implementation
Example is only some embodiments of the present application, rather than whole embodiments.Based on the embodiment in the application, the common skill in this field
The every other embodiment that art personnel are obtained without making creative work should all belong to the application protection
Range.
Currently used seismic monitoring system is seismometer, the weight inertia that seismometer is hung by one, when earthquake is sent out
When raw, ground is shaken, and weight is static, reaches seismic monitoring, and according to the shear wave and longitudinal wave transmission speed of earthquake generation
Difference, calculates anaseismic distance, but at present to seismic wave and region can not accurately predict, arrive in face of violent earthquake
When, human life's safety is still by great threat.
With social development, shared shaft tower is more and more concerned, and the shared one side of steel tower resource reduces communication common carrier
Power supply bureau's economic benefit can be improved in soil, manpower, electric power resource and equipment and materials consumption and cost payout, still further aspect.For
Convenient for calculating and development plan is built in house, a kind of earthquake-stricken area range Prediction System provided by the present application is based on shared
The linear arrangement of shaft tower, i.e., in practical applications, linear shaft tower need to linearly arrange, you can be arranged as required to the first shared bar
Tower, the second shared shaft tower, third share shaft tower and N shares shaft tower, wherein the spacing between each shared shaft tower is consistent,
It is linear shaft tower linear rows cloth at this time.
A kind of earthquake-stricken area range Prediction System provided by the present application, is linearly arranged based on shared shaft tower, including first total
Shaft tower 1, the second shared shaft tower 2, the first seismic monitoring unit 3, the second seismic monitoring unit 4 and background monitoring equipment 5 are enjoyed, specifically
With reference to figure 1, Fig. 1 is a kind of structural schematic diagram of earthquake-stricken area range Prediction System provided in an embodiment of the present invention on ground；Wherein：
The first shared shaft tower 1 is in the described second shared shaft tower 2 in same level；First seismic monitoring
Unit 3 is respectively arranged in the second seismic monitoring unit 4 on the described first shared shaft tower 1 and the described second shared shaft tower 2；
The first seismic monitoring unit 3 includes the first seismometer 31, the first wireless data transfer module 32 and the first GPRS positioning moulds
Block 33；
The second seismic monitoring unit 4 includes the second seismometer 41, the second wireless data transfer module 42 and second
GPRS locating modules 43；
First seismometer 31 is used to gathered data with second seismometer 41；Acquisition the data include：
Seismic wave propagation speed V；Seismic wave arrives separately at the time difference △ of the described first shared shaft tower 1 and the described second shared shaft tower 2
t；Distance d of the focus to first seismometer 31a；Distance d of the focus to second seismometer 41b。
First wireless data transfer module 32 is used to pass data with second wireless data transfer module 42
Transport to the background monitoring equipment 5；
The background monitoring equipment 5 is used to draw seismic region according to the data of reception；
The first GPRS locating modules 33 and the 2nd GPRS locating modules 43 are respectively used to obtain described first total
Enjoy the longitude and latitude of shaft tower 1 and the second shared shaft tower 2, you can to obtain the first shared shaft tower and the second shared shaft tower
Particular geographic location；If serious earthquake occurs, technical staff can be according to the warp of the first shared shaft tower 1 and the second shared shaft tower 2
It spends and determines that the specific address that earthquake occurs reminds local employee to remove in advance to obtain earthquake information in time with latitude information
From danger zone and the measure that properly protects.
In the present embodiment, first seismometer 31 connects with 32 plain conductor of the first wireless data transfer module
It connects；Second seismometer 41 is connect with 42 plain conductor of the second wireless data transfer module；First wireless data
Transmission module 32 is electrically connected with the first GPRS locating modules 33；Second wireless data transfer module 42 and described second
GPRS locating modules 43 are electrically connected；The data and the first GPRS locating modules 33, the 2nd GPRS that seismometer can be acquired in this way
The geographical location of the first shared shaft tower 1 and the second shared shaft tower 2 that locating module 43 acquires respectively is transmitted to background monitoring equipment 5
Place.
In order to advanced optimize scheme, the background monitoring equipment 5 includes alarm module 51；The alarm module 51 is used for
Alarm signal is sent out when earthquake intensity is more than preset alarm value；In specific implementation process, it can install in a certain range
There are one alarm module 51, ten alarm modules 51 form an early warning system with backstage, when after station detecting system judge ground
After the longitude and latitude in earthquake calamity area, background monitoring system just controls warning device and sends out alarm, and local employee is reminded to withdraw danger in advance
Danger zone domain and the measure that properly protects.
Present invention also provides a kind of earthquake-stricken area range predictor methods, are linearly arranged based on shared shaft tower, are specifically joined
Fig. 2 is examined, Fig. 2 is a kind of flow diagram of earthquake-stricken area range predictor method provided in an embodiment of the present invention；The method packet
It includes：
S01:The first distance D is determined according to seismic wave propagation speed V and time difference △ t, wherein the first distance D is
The focus difference to the first shared shaft tower at a distance from the second shared shaft tower respectively；Specifically method is：
Obtain the seismic wave propagation speed V and the time difference △ t；
The first distance D is calculated according to D=V* △ t.
S02:According to the distance d of focus to the first seismometeraWith the distance d of focus to the second seismometerbDetermine the first angle
β, wherein the first angle β is the described first shared shaft tower to the described second shared shaft tower line and focus to described second
Angle between shared shaft tower connection；Specifically method is：
Distance d of the acquisition focus to the first seismometeraWith the distance d of focus to the second seismometerb；
According toCalculate the first angle β；
Wherein dabIndicate the distance between the first shared shaft tower and the second shared shaft tower.
S03:Hypocentral location is determined according to the first distance D and the first angle β；Specifically method is：
Determine that the first intersection points B ', wherein first intersection points B ' is according to the first distance D and the first angle β
The intersection point of focus and the described second shared shaft tower line and circumference where the described first shared shaft tower；
According to first intersection points B ', the position of the first shared shaft tower and the daIt can determine hypocentral location.
S04:It is painted according to the position of the hypocentral location, the position of the first shared shaft tower, the second shared shaft tower
Seismic region processed.
Using hypocentral location as the center of circle, with the distance d of focus to the first seismometeraThe first circumference is drawn for radius；
Using hypocentral location as the center of circle, with the distance d of focus to the second seismometerbThe second circumference is drawn for radius；
First circumference and the described second region for circumferentially covering are seismic region, and background monitoring equipment can be shown
Go out seismic region and range size that earthquake involves, according to the geographical location of seismic region and shared shaft tower, technical staff takes
Corresponding measure reminds local employee to withdraw danger zone in advance and the measure that properly protects.
It is simultaneously a kind of fortune of earthquake-stricken area range predictor method provided in an embodiment of the present invention particularly in connection with Fig. 3, Fig. 3
Use schematic diagram；By in the present embodiment by taking Fig. 3 as an example：
S101:A points are the position of the first shared shaft tower, and B points are the position of the second shared shaft tower, the earthquake of seismometer acquisition
The time difference △ that velocity of wave propagation V and seismic wave arrive separately at the described first shared shaft tower and the described second shared shaft tower passes through nothing
Line data transmission module is delivered to background monitoring equipment, and background monitoring equipment calculates the first distance D according to formula D=V* △ t, this
The BB' indicated in the D, that is, Fig. 3 at place, i.e. D=BB'；
S102:According toCalculate the first angle β.
D hereina、dbAnd dabOA, OB and the AB indicated in respectively Fig. 3, i.e. da=OA, db=OB, dab=AB.
S103:Hypocentral location is determined according to the first distance D and the first angle β；Specifically method is：
Determine that the first intersection points B ', wherein first intersection points B ' is according to the first distance D and the first angle β
The intersection point of focus and the described second shared shaft tower line and circumference where the described first shared shaft tower；
According to first intersection points B ', the position of the first shared shaft tower and the daIt can determine hypocentral location.
Specifically, seismometer can measure the direction of the first angle β, according to the direction and size, BB' of the first angle β
Size can determine the position of B', be hypocentral location by the point of radius, point A and point B' intersections of the size of OA, herein
Point O in hypocentral location, that is, Fig. 3.
S104:It is painted according to the position of the hypocentral location, the position of the first shared shaft tower, the second shared shaft tower
Seismic region processed.
Using hypocentral location as the center of circle, with the distance d of focus to the first seismometeraThe first circumference is drawn for radius；
Using hypocentral location as the center of circle, with the distance d of focus to the second seismometerbThe second circumference is drawn for radius；
First circumference and the described second region for circumferentially covering are seismic region.
By taking Fig. 3 as an example, and using point O as the center of circle, the first circumference is drawn by radius of OA, using point O as the center of circle, using OB as radius
The second circumference is drawn, the region that the first circumference and second circumferentially cover is seismic region.
In this way, seismometer is responsible for gathered data, background monitoring equipment is responsible for calculating the first distance D, the first angle β, focus
Determination, the first circumference and the second circumference drafting, alarm can be sent out according to the region that the first circumference and second circumferentially cover,
Local employee is reminded to withdraw danger zone in advance and the measure that properly protects.
To sum up, the first distance D is determined according to the seismic wave propagation speed V and time difference △ t of seismometer acquisition, wherein institute
It is the focus difference to the first shared shaft tower at a distance from the second shared shaft tower respectively to state the first distance D；According to focus to first
The distance d of seismometeraWith the distance d of focus to the second seismometerbDetermine the first angle β, wherein the first angle β is described
First shared shaft tower to the described second shared shaft tower line and focus are to the angle between the described second shared shaft tower connection；According to
The first distance D and the first angle β determine hypocentral location；According to the hypocentral location, the first shared shaft tower
Position, the second shared shaft tower position draw seismic region；A kind of earthquake-stricken area range Prediction System provided by the present application
The area size that earthquake involves can be estimated, increases reliable and effective protective layer for life.
Since embodiment of above is that reference combination illustrates on other modes, have between different embodiments
There is an identical part, just to refer each other for identical, similar part between each embodiment in this specification.Herein no longer in detail
It illustrates.
Those skilled in the art will readily occur to its of the application after considering specification and putting into practice the disclosure invented here
His embodiment.This application is intended to cover the present invention any variations, uses, or adaptations, these modifications, purposes or
Person's adaptive change follows the general principle of the application and includes the undocumented common knowledge in the art of the application
Or conventional techniques.The description and examples are only to be considered as illustrative, and the true scope and spirit of the application are wanted by right
The content asked is pointed out.
Above-described the application embodiment does not constitute the restriction to the application protection domain.
Claims (9)
1. a kind of earthquake-stricken area range Prediction System, is linearly arranged based on shared shaft tower, which is characterized in that including the first shared bar
Tower (1), the second shared shaft tower (2), the first seismic monitoring unit (3), the second seismic monitoring unit (4) and background monitoring equipment
(5), wherein：
The first shared shaft tower (1) is in the described second shared shaft tower (2) in same level；
The first seismic monitoring unit (3) is respectively arranged in the described first shared bar with the second seismic monitoring unit (4)
On tower (1) and the described second shared shaft tower (2)；
The first seismic monitoring unit (3) includes the first seismometer (31), the first wireless data transfer module (32) and first
GPRS locating modules (33)；
The second seismic monitoring unit (4) includes the second seismometer (41), the second wireless data transfer module (42) and second
GPRS locating modules (43)；
First seismometer (31) is used to gathered data with second seismometer (41)；
First wireless data transfer module (32) is used to pass data with second wireless data transfer module (42)
Transport to the background monitoring equipment (5)；
The background monitoring equipment (5) is used to draw seismic region according to the data of reception；
The first GPRS locating modules (33) and the 2nd GPRS locating modules (43) are respectively used to obtain described first total
Enjoy shaft tower (1) and the longitude and latitude of the second shared shaft tower (2).
2. range Prediction System in earthquake-stricken area according to claim 1, which is characterized in that first seismometer (31) with
The data of second seismometer (41) acquisition include：
Seismic wave propagation speed V；
Seismic wave arrives separately at the time difference △ t of the described first shared shaft tower (1) and the described second shared shaft tower (2)；
Distance d of the focus to first seismometer (31)a；
Distance d of the focus to second seismometer (41)b。
3. range Prediction System in earthquake-stricken area according to claim 1, which is characterized in that first seismometer (31) with
First wireless data transfer module (32) the plain conductor connection；
Second seismometer (41) connect with the second wireless data transfer module (42) plain conductor；
First wireless data transfer module (32) is electrically connected with the first GPRS locating modules (33)；
Second wireless data transfer module (42) is electrically connected with the 2nd GPRS locating modules (43).
4. range Prediction System in earthquake-stricken area according to claim 1, which is characterized in that the background monitoring equipment (5)
Including alarm module (51)；
The alarm module (51) is used to send out alarm signal when earthquake intensity is more than preset alarm value.
5. a kind of earthquake-stricken area range predictor method, is linearly arranged based on shared shaft tower, which is characterized in that the method includes：
The first distance D is determined according to seismic wave propagation speed V and time difference △ t, wherein the first distance D distinguishes for focus
To difference of the first shared shaft tower at a distance from the second shared shaft tower；
According to the distance d of focus to the first seismometeraWith the distance d of focus to the second seismometerbDetermine the first angle β, wherein
The first angle β is the described first shared shaft tower to the described second shared shaft tower line and focus to the described second shared shaft tower
Angle between connection；
Hypocentral location is determined according to the first distance D and the first angle β；
Earthquake territory is drawn according to the position of the hypocentral location, the position of the first shared shaft tower, the second shared shaft tower
Domain.
6. range predictor method in earthquake-stricken area according to claim 5, which is characterized in that described to be passed according to the seismic wave
It broadcasts speed V and the time difference △ t determines the first distance D, including：
Obtain the seismic wave propagation speed V and the time difference △ t；
The first distance D is calculated according to D=V* △ t.
7. range predictor method in earthquake-stricken area according to claim 5, which is characterized in that it is described according to focus to the first
Shake the distance d of meteraWith the distance d of focus to the second seismometerbDetermine the first angle β, including：
Distance d of the acquisition focus to the first seismometeraWith the distance d of focus to the second seismometerb；
According toCalculate the first angle β；
Wherein dabIndicate the distance between the first shared shaft tower and the second shared shaft tower.
8. range predictor method in earthquake-stricken area according to claim 5, which is characterized in that described according to first distance
D and the first angle β determine hypocentral location, including：
Determine that the first intersection points B ', wherein first intersection points B ' is focus according to the first distance D and the first angle β
With the intersection point of the described second shared shaft tower line and circumference where the described first shared shaft tower；
According to first intersection points B ', the position of the first shared shaft tower and the daIt can determine hypocentral location.
9. range predictor method in earthquake-stricken area according to claim 5, which is characterized in that described according to the focus position
Set, the position of the first shared shaft tower, the second shared shaft tower position draw seismic region, including：
Using hypocentral location as the center of circle, with the distance d of focus to the first seismometeraThe first circumference is drawn for radius；
Using hypocentral location as the center of circle, with the distance d of focus to the second seismometerbThe second circumference is drawn for radius；
First circumference and the described second region for circumferentially covering are seismic region.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810481317.XA CN108761521A (en) | 2018-05-18 | 2018-05-18 | A kind of earthquake-stricken area range Prediction System and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810481317.XA CN108761521A (en) | 2018-05-18 | 2018-05-18 | A kind of earthquake-stricken area range Prediction System and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108761521A true CN108761521A (en) | 2018-11-06 |
Family
ID=64008309
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810481317.XA Pending CN108761521A (en) | 2018-05-18 | 2018-05-18 | A kind of earthquake-stricken area range Prediction System and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108761521A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109581479A (en) * | 2018-12-10 | 2019-04-05 | 南京云创大数据科技股份有限公司 | A kind of processing method of earthquake pre-warning information |
| CN110824560A (en) * | 2019-11-11 | 2020-02-21 | 宜宾凯翼汽车有限公司 | Earthquake monitoring system and method based on Internet of vehicles |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101604471A (en) * | 2008-06-12 | 2009-12-16 | 张汉臣 | A kind of seismic monitoring warning system |
| CN101988968A (en) * | 2010-09-02 | 2011-03-23 | 成都林海电子有限责任公司 | Wireless network-based earthquake monitoring system and implementation method thereof |
| CN103245966A (en) * | 2013-05-24 | 2013-08-14 | 成都理工大学 | Earthquake early warning method based on Internet of Things multi-sensor information fusion and neutral network technology |
| CN103336299A (en) * | 2013-06-26 | 2013-10-02 | 桂林电子科技大学 | Seismic monitoring and early warning device |
| CN104166155A (en) * | 2014-07-25 | 2014-11-26 | 中国地震局地球物理研究所 | Monitoring network construction system and method for rapidly obtaining seismic parameter distribution |
| CN106501845A (en) * | 2016-11-03 | 2017-03-15 | 安徽锦坤电子科技有限公司 | A kind of for seismic monitoring and the method for early warning |
-
2018
- 2018-05-18 CN CN201810481317.XA patent/CN108761521A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101604471A (en) * | 2008-06-12 | 2009-12-16 | 张汉臣 | A kind of seismic monitoring warning system |
| CN101988968A (en) * | 2010-09-02 | 2011-03-23 | 成都林海电子有限责任公司 | Wireless network-based earthquake monitoring system and implementation method thereof |
| CN103245966A (en) * | 2013-05-24 | 2013-08-14 | 成都理工大学 | Earthquake early warning method based on Internet of Things multi-sensor information fusion and neutral network technology |
| CN103336299A (en) * | 2013-06-26 | 2013-10-02 | 桂林电子科技大学 | Seismic monitoring and early warning device |
| CN104166155A (en) * | 2014-07-25 | 2014-11-26 | 中国地震局地球物理研究所 | Monitoring network construction system and method for rapidly obtaining seismic parameter distribution |
| CN106501845A (en) * | 2016-11-03 | 2017-03-15 | 安徽锦坤电子科技有限公司 | A kind of for seismic monitoring and the method for early warning |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109581479A (en) * | 2018-12-10 | 2019-04-05 | 南京云创大数据科技股份有限公司 | A kind of processing method of earthquake pre-warning information |
| CN109581479B (en) * | 2018-12-10 | 2020-11-06 | 南京云创大数据科技股份有限公司 | Method for processing earthquake early warning information |
| CN110824560A (en) * | 2019-11-11 | 2020-02-21 | 宜宾凯翼汽车有限公司 | Earthquake monitoring system and method based on Internet of vehicles |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106646557A (en) | Beidou satellite based augmentation system and short message function-based marine monitoring buoy | |
| CN103634908B (en) | A kind of personnel location system | |
| CN106197473A (en) | The crawler behavior recognition methods of equipment and device | |
| ITRM20120629A1 (en) | PROCESS AND PLANT FOR SUPERVISION SYSTEM MANAGEMENT AND CONTROL OF THE STRUCTURAL INTEGRITY OF A PIPELINE NETWORK (PIPELINE) LOCATION OF THE POINT OF LOSS AND EVALUATION OF THE ENTITY OF ANOMALY | |
| CN108761521A (en) | A kind of earthquake-stricken area range Prediction System and method | |
| US10791445B1 (en) | System and method for measuring wave characteristics on a body of water | |
| CN102946004A (en) | Antenna adjusting method and device | |
| CN107884777A (en) | A kind of shatter-resistant protection and loss prevention device for unmanned plane | |
| CN107995189A (en) | A kind of biometrics system and method in train control system | |
| CN102685458A (en) | Monitoring system for preventing students from drowning | |
| CN206537455U (en) | A kind of buoy collision detecting system | |
| CN203441527U (en) | Accurate tracking locating and rescue escape system for roadway | |
| CN109115278B (en) | A kind of fine early warning system of GIS power grid based on cable sensor | |
| CN106017457A (en) | Safe state tracking detection method and device | |
| CN109100766A (en) | A kind of navigation mark monitoring system and monitoring method based on Beidou navigation | |
| CN106885603A (en) | A kind of civil engineering structure health detecting system | |
| JP2008249486A (en) | Real-time earthquake motion distribution estimating method using s-wave | |
| CN106932841A (en) | Environment monitoring device, navigation equipment and navigation Service end | |
| CN109521747A (en) | A kind of real-time water quality monitoring system and method based on Internet of Things | |
| CN106901700A (en) | A kind of rescue system and its rescue mode at earthquake relief work scene | |
| CN106157539A (en) | Impending earthquake warning system | |
| CN205194017U (en) | Large -scale naval vessels man overboard intelligence is reported an emergency and asked for help or increased vigilance and is searched for andd rescue auxiliary system | |
| CN109005518A (en) | Marine environmental monitoring system and method | |
| CN108574731A (en) | A kind of large hydraulic engineering seepage flow real-time monitoring system | |
| Vanparia et al. | Review paper on to study and enhance coastal security system using GIS/GPS tool |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181106 |
|
| RJ01 | Rejection of invention patent application after publication |