CN106199056A - A kind of distributed wind speed on-line monitoring method in overhead transmission line corridor - Google Patents

A kind of distributed wind speed on-line monitoring method in overhead transmission line corridor Download PDF

Info

Publication number
CN106199056A
CN106199056A CN201610531526.1A CN201610531526A CN106199056A CN 106199056 A CN106199056 A CN 106199056A CN 201610531526 A CN201610531526 A CN 201610531526A CN 106199056 A CN106199056 A CN 106199056A
Authority
CN
China
Prior art keywords
transmission line
vibration
wind speed
distributed
electricity
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
Application number
CN201610531526.1A
Other languages
Chinese (zh)
Other versions
CN106199056B (en
Inventor
张文举
杨帆
张哲民
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
WUHAN KPCQ SOFTWARE TECHNOLOGY Co Ltd
Original Assignee
WUHAN KPCQ SOFTWARE TECHNOLOGY Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by WUHAN KPCQ SOFTWARE TECHNOLOGY Co Ltd filed Critical WUHAN KPCQ SOFTWARE TECHNOLOGY Co Ltd
Priority to CN201610531526.1A priority Critical patent/CN106199056B/en
Publication of CN106199056A publication Critical patent/CN106199056A/en
Application granted granted Critical
Publication of CN106199056B publication Critical patent/CN106199056B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01PMEASURING LINEAR OR ANGULAR SPEED, ACCELERATION, DECELERATION, OR SHOCK; INDICATING PRESENCE, ABSENCE, OR DIRECTION, OF MOVEMENT
    • G01P5/00Measuring speed of fluids, e.g. of air stream; Measuring speed of bodies relative to fluids, e.g. of ship, of aircraft
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01HMEASUREMENT OF MECHANICAL VIBRATIONS OR ULTRASONIC, SONIC OR INFRASONIC WAVES
    • G01H9/00Measuring mechanical vibrations or ultrasonic, sonic or infrasonic waves by using radiation-sensitive means, e.g. optical means
    • G01H9/004Measuring mechanical vibrations or ultrasonic, sonic or infrasonic waves by using radiation-sensitive means, e.g. optical means using fibre optic sensors

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Suspension Of Electric Lines Or Cables (AREA)
  • Arrangements For Transmission Of Measured Signals (AREA)

Abstract

The present invention relates to the distributed wind speed on-line monitoring method in a kind of overhead transmission line corridor, utilize the optical signal of distributed optical fiber vibration monitor monitoring transmission line of electricity optical-fibre channel, then by using Generalized Morphological wave filter that sampled signal is filtered pretreatment denoising, the frequency of vibration at current time of this signal each particle of comprised optical-fibre channel, the Vibration Parameter of Oscillation Amplitude are obtained further;And then set up the relation between the lift force in the unit length of the vertical wind direction in power transmission line surface, wind speed and cable Vibration Parameter, and then realize air monitoring.

Description

A kind of distributed wind speed on-line monitoring method in overhead transmission line corridor
Technical field
The invention belongs to electric power O&M field, the distributed wind speed particularly to a kind of overhead transmission line corridor is supervised online Survey method.
Background technology
The wind-engaging excitation of overhead transmission line and vibrate, wave serious threat and the safe operation of transmission line of electricity.But due to Lacking related data, power department can not accurately grasp the wind-force level of circuit, it is difficult to assesses the tired of wire, gold utensil, steel tower etc. The labor life-span, it was predicted that the generation of windburn accident;Owing to transmission line of electricity distributed areas are wide, transmission range length, complicated topographical conditions are changeable, Affected greatly by amblent air temperature, patrolled and examined workload by human at periodic intervals completely big, and be difficult to round-the-clock, extensively cover.
Therefore, power department is in the urgent need to a kind of method that line corridor wind speed is carried out on-line monitoring, in order to assessment line The running status on road and degree of fatigue.And wish, by the data of existing field real-time measurement being analyzed and processing, to grasp in time Transmission line of electricity windburn situation changes;By the safe operation offer real-time early warning service being transmission line of electricity to wind-force information analysis, Improve the operational reliability of transmission line equipment and reduce maintenance cost.
Summary of the invention
The problem that the above-mentioned prior art that the invention aims to solve exists, it is provided that a kind of overhead transmission line is walked The distributed wind speed on-line monitoring method of corridor, the cable having optical fiber of overhead transmission line configuration.This monitoring method is without online Sensor is additionally installed, by detecting the vibrational state of transmission line of electricity mating optical passage, in conjunction with the vibration of transmission line of electricity on road With Wind speed model, it is achieved the distributed air monitoring of power transmission line corridor.
The technical scheme is that
The distributed wind speed in a kind of overhead transmission line corridor is configured with optical fiber at line method, described overhead transmission line Cable, it is characterised in that fiber-optic vibration the monitoring data of systematic survey, the distributed vibration equation of transmission line of electricity are in a distributed manner The wind speed size in computing electric power line corridor is carried out on basis.
Described overhead transmission line is OPGW optical, OPPC OPPC or all-dielectric, self-supporting Formula optical cable ADSS.
After blowing air over power transmission line, due to the viscous effect of air, bigger boundary region, limit can be produced on power transmission line surface Periodic Kalman's whirlpool is peeled off and then formed to interlayer because of power transmission line uneven surface.Kalman's whirlpool can cause power transmission line The lift force change of the vertical wind direction in surface and then generation air vibration, and then define power transmission line wind-induced vibration;The intensity of vibration Closely related with wind speed.Therefore, by monitoring the Vibration Condition of transmission line of electricity optical channel, it is possible to be finally inversed by power transmission line corridor Wind conditions.According to wind speed, unbalanced tensile force and the physical relationship of vibration, the distributed wind in a kind of overhead transmission line corridor Speed is at line method, it is characterised in that specifically follow the steps below:
Step 1: after utilizing distributed optical fiber vibration monitor to send light beam pulse in optical fiber, uses high-speed data to adopt Truck gathers phase place and the polarization information of the back-scattering light in optical fiber;Then with Generalized Mathematical Morphologic filters to collection Optical signal is filtered computing, the noise in eliminating tolerancing signal, obtain further this signal each particle of comprised optical-fibre channel The frequency of vibration of current time, Oscillation Amplitude parameter;
Step 2: according to the monitoring result in step 1, obtains transmission line of electricity optical-fibre channel each particle when wind-engaging encourages and exists The immediate movement U of off-center point during vibration, counted the time t determined by sample frequency and collection, and then is calculated wire body Second-order partial differential coefficient on time tSecond-order partial differential coefficient on space length xAnd then wire body upper and lower surface unit is long Unbalanced tensile force on degree i.e. shows as lift force Fl, expressed according to the partial differential equation of second order of immediate movement U:
F l = m ∂ 2 U ∂ t 2 - T 0 ∂ 2 U ∂ x 2 - - - ( 1 )
In formula, the cable weight in m unit length, it is considered as constant, kg/m;
The distance that x particle to be calculated exports with strain clamp, m;
The t time, s;
The displacement of off-center point, m during the vibration of U particle to be calculated;
T0The Horizontal Tension of power transmission cable, the construction of line well is considered as a constant, N later;
Step 3: according to the monitoring result in step 1, obtains transmission line of electricity optical-fibre channel each particle when wind-engaging encourages and exists Angle of throw frequencies omega=2 π f during vibration, wherein f is the frequency of vibration on institute's survey line road, according to hydromechanical theory, power transmission line Lift force F in the unit length of surfacel, it is also possible to being expressed as following formula by wind speed and frequency of vibration, unit is N/m
Fi=0.5 ρ V2DClsin(ωt) (2)
In formula, ρ atmospheric density, kg/m3
V wind speed, m/s;
The diameter of D optical fiber place cable, m;
ClLift coefficient, is considered as constant, dimensionless for given system;
The angular frequency during vibration of ω power transmission line, rad/s;
The t time, s.
Step 4: just can set up the relation between wind speed V and cable Vibration Parameter by formula (1), (2):
0.5 ρV 2 DC l sin ( ω t ) = m ∂ 2 U ∂ t 2 - T 0 ∂ 2 U ∂ x 2 - - - ( 3 )
In formula, ρ, D, Cl、m、T0For circuit design parameters or constant, for known quantity or by the data scaling of early stage Obtaining, ω, t, U, x are the monitoring of distributed optical fiber vibration monitor, can value measured directly;
According to formula (3), just calculate with strain clamp outlet distance x at wind speed V:
V = ( m ∂ 2 U ∂ t 2 - T 0 ∂ 2 U ∂ x 2 ) 0.5 ρDC l sin ( ω t ) - - - ( 4 )
Step 5: identical algorithm extends to each locus of transmission line of electricity, then be achieved that whole piece power transmission line corridor Wind speed calculates.
The present invention can be in conjunction with the parameter (linear mass, Horizontal Tension etc.) of transmission line of electricity self or pass through early stage The demarcation of some data, it is achieved the distributed wind speed on-line monitoring of power transmission line corridor.This system and method can be to transmission of electricity The wind speed of line corridor carries out real-time, online monitoring, effectively promotes the operational reliability of transmission line of electricity system, reduces manpower thing Power consumes.
Accompanying drawing explanation
Fig. 1 is the method step flow chart of the present invention;
Detailed description of the invention
In conjunction with accompanying drawing, the invention will be further described.A kind of distributed wind speed on-line monitoring in overhead transmission line corridor Method, including step as shown in Figure 1:
Step 1: utilize the optical signal of distributed optical fiber vibration monitor monitoring transmission line of electricity optical-fibre channel, then use wide Justice Morphologic filters is filtered pretreatment to sampled signal, and the concrete grammar of pretreatment is: distributed optical fiber vibration is monitored After instrument sends light beam pulse in optical fiber, high-speed data acquisition card is used to gather the phase place and partially of back-scattering light in optical fiber The information such as shake, and for subsequent treatment;Owing to the sampled signal in reality usually contains the noise of variety classes, different frequency, Therefore, the structural element of short-scale can preferably filter the radio-frequency component in noise, has an effect of smooth waveform, and long chi The structural element then low pass effect of degree is obvious, need to choose according to actual signal waveform and conventional experience, use Generalized Mathematical shape State wave filter is filtered computing to the optical signal gathered, and can obtain this signal institute further with the noise in eliminating tolerancing signal Comprise the frequency of vibration at current time of each particle of optical-fibre channel, Oscillation Amplitude parameter.
Step 2: according to the monitoring result in step 1, obtains transmission line of electricity optical-fibre channel each particle when wind-engaging encourages and exists The immediate movement U of off-center point during vibration, counted the time t determined by sample frequency and collection, and then is calculated wire body Second-order partial differential coefficient on time tSecond-order partial differential coefficient on space length xAnd then wire body upper and lower surface unit is long Unbalanced tensile force on degree i.e. lift force FlCan also be expressed according to the partial differential equation of second order of immediate movement U:
F l = m ∂ 2 U ∂ t 2 - T 0 ∂ 2 U ∂ x 2 - - - ( 1 )
In formula, the cable weight in m unit length, can be considered constant, kg/m;
The distance that x particle to be calculated exports with strain clamp, m;
The t time, s;
The displacement of off-center point, m during the vibration of U particle to be calculated;
T0The Horizontal Tension of power transmission cable, the construction of line well can be considered a constant, N later;
Step 3: according to the monitoring result in step 1, it is also possible to obtain transmission line of electricity optical-fibre channel each when wind-engaging encourages The particle angle of throw frequencies omega=2 π f when vibration, wherein f is the frequency of vibration on institute's survey line road.According to hydromechanical theory, Lift force in the unit length of power transmission line surface can also be expressed as (unit: N/m) by wind speed and frequency of vibration:
Fl=0.5 ρ V2DClsin(ωt) (2)
In formula, ρ atmospheric density, kg/m3
V wind speed, m/s;
The diameter of D optical fiber place cable, m;
ClLift coefficient, for given system, can be considered constant, dimensionless;
The angular frequency during vibration of ω power transmission line, rad/s;
The t time, s.
Step 4: just can set up the relation between wind speed V and cable Vibration Parameter by formula (1) (2):
0.5 ρV 2 DC l sin ( ω t ) = m ∂ 2 U ∂ t 2 - T 0 ∂ 2 U ∂ x 2 - - - ( 3 )
In formula, ρ, D, Cl、m、T0For circuit design parameters or constant, for known quantity or can be by the data mark of early stage Fixed acquisition, ω, t, U, x are that the monitoring of distributed optical fiber vibration monitor can measured directly be worth.
According to formula (3), it is possible to calculate with strain clamp outlet distance x at wind speed V:
V = ( m ∂ 2 U ∂ t 2 - T 0 ∂ 2 U ∂ x 2 ) 0.5 ρDC l sin ( ω t ) - - - ( 4 )
Step 5: identical algorithm extends to each locus of transmission line of electricity, then be achieved that whole piece power transmission line corridor Wind speed calculates.

Claims (3)

1. the distributed wind speed in overhead transmission line corridor is configured with optical fiber at a line method, described overhead transmission line Cable, it is characterised in that the fiber-optic vibration monitoring data of systematic survey, the distributed vibration equation of transmission line of electricity are base in a distributed manner Plinth carrys out the wind speed size in computing electric power line corridor.
The most according to claim 1, the distributed wind speed in overhead transmission line corridor is at line method, it is characterised in that described Overhead transmission line is OPGW optical, OPPC OPPC or All Dielectric self-support ADSS.
The distributed wind speed in overhead transmission line corridor the most according to claim 1 or claim 2 is at line method, it is characterised in that concrete Follow the steps below:
Step 1: after utilizing distributed optical fiber vibration monitor to send light beam pulse in transmission line of electricity optical fiber, uses high speed number According to phase place and the polarization information of the back-scattering light in capture card collection transmission line of electricity optical fiber, and use Generalized Morphological wave filter Sampled signal is filtered computing, the noise in eliminating tolerancing signal, obtain this signal each particle of comprised optical-fibre channel further The frequency of vibration at current time, Oscillation Amplitude parameter;
Step 2: according to the monitoring result in step 1, obtains transmission line of electricity optical-fibre channel each particle when wind-engaging encourages and is vibrating Time off-center point immediate movement U, counted the time t determined by sample frequency and collection, and then be calculated wire body time Between second-order partial differential coefficient on tSecond-order partial differential coefficient on space length xAnd then in wire body upper and lower surface unit length Unbalanced tensile force i.e. shows as lift force Fl, expressed according to the partial differential equation of second order of immediate movement U:
F l = m ∂ 2 U ∂ t 2 - T 0 ∂ 2 U ∂ x 2 - - - ( 1 )
In formula, the cable weight in m unit length, it is considered as constant, kg/m;
The distance that x particle to be calculated exports with strain clamp, m;
The t time, s;
The displacement of off-center point, m during the vibration of U particle to be calculated;
T0The Horizontal Tension of power transmission cable, the construction of line well is considered as a constant, N later;
Step 3: according to the monitoring result in step 1, obtains transmission line of electricity optical-fibre channel each particle when wind-engaging encourages and is vibrating Time angle of throw frequencies omega=2 π f, wherein f is the frequency of vibration on institute's survey line road, according to hydromechanical theory, power transmission line body surface Lift force F in the unit length of facel, it being expressed as following formula by wind speed and frequency of vibration, unit is N/m
Fi=0.5 ρ V2DClsin(ωt) (2)
In formula, ρ atmospheric density, kg/m3
V wind speed, m/s;
The diameter of D optical fiber place cable, m;
ClLift coefficient, is considered as constant, dimensionless for given system;
The angular frequency during vibration of ω power transmission line, rad/s;
The t time, s;
Step 4: set up the relation between wind speed V and cable Vibration Parameter by formula (1), (2):
0.5 ρV 2 DC l sin ( ω t ) = m ∂ 2 U ∂ t 2 - T 0 ∂ 2 U ∂ x 2 - - - ( 3 )
In formula, ρ, D, Cl、m、T0For circuit design parameters or constant, obtain for known quantity or by the data scaling of early stage, ω, t, U, x are the monitoring of distributed optical fiber vibration monitor, can value measured directly;
According to formula (3), just calculate with strain clamp outlet distance x at wind speed V:
V = ( m ∂ 2 U ∂ t 2 - T 0 ∂ 2 U ∂ x 2 ) 0.5 ρDC l sin ( ω t ) - - - ( 4 )
Step 5: identical algorithm extends to each locus of transmission line of electricity, the most just realizes the anemometer of whole piece power transmission line corridor Calculate.
CN201610531526.1A 2016-07-07 2016-07-07 A kind of distributed wind speed on-line monitoring method in overhead transmission line corridor Expired - Fee Related CN106199056B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610531526.1A CN106199056B (en) 2016-07-07 2016-07-07 A kind of distributed wind speed on-line monitoring method in overhead transmission line corridor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610531526.1A CN106199056B (en) 2016-07-07 2016-07-07 A kind of distributed wind speed on-line monitoring method in overhead transmission line corridor

Publications (2)

Publication Number Publication Date
CN106199056A true CN106199056A (en) 2016-12-07
CN106199056B CN106199056B (en) 2019-02-22

Family

ID=57472464

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610531526.1A Expired - Fee Related CN106199056B (en) 2016-07-07 2016-07-07 A kind of distributed wind speed on-line monitoring method in overhead transmission line corridor

Country Status (1)

Country Link
CN (1) CN106199056B (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108279110A (en) * 2018-03-27 2018-07-13 贵州电网有限责任公司 The synchronous measuring apparatus and measurement method of wind speed profile in a kind of wind-tunnel
CN111332967A (en) * 2020-03-17 2020-06-26 中国建筑一局(集团)有限公司 Tower crane early warning monitoring system and early warning monitoring method thereof
CN113267642A (en) * 2021-05-25 2021-08-17 海南赛沐科技有限公司 Method and system for monitoring whole-sea deep sea current distribution
WO2021207093A1 (en) * 2020-04-06 2021-10-14 Nec Laboratories America, Inc. Wind speed measurement using distributed fiber optic sensing
CN114608696A (en) * 2022-03-10 2022-06-10 国网河南省电力公司电力科学研究院 Method for monitoring vibration through distributed optical fibers and method for monitoring wind field through full-line distributed mode
CN114624467A (en) * 2022-03-10 2022-06-14 国网河南省电力公司电力科学研究院 Cable junction wind direction monitoring and early warning method, computer readable medium and monitoring equipment
CN115290923A (en) * 2022-10-08 2022-11-04 广东电网有限责任公司中山供电局 Method, system, equipment and medium for monitoring wind speed along transmission line
CN117949687A (en) * 2024-03-27 2024-04-30 山东省科学院激光研究所 Wind speed measurement method and system based on distributed optical fiber sensing and deep learning

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02159925A (en) * 1988-12-13 1990-06-20 Sumitomo Electric Ind Ltd Lightening point locating system
CN101614602A (en) * 2009-08-03 2009-12-30 电子科技大学 Electricity transmission line monitoring method and device
CN101644714A (en) * 2009-08-26 2010-02-10 四川电力试验研究院 Wind speed equivalence measuring device based on remote monitoring of power transmission line
CN102042885A (en) * 2010-10-08 2011-05-04 电子科技大学 Device for monitoring state of power transmission line tower-line system
CN203163769U (en) * 2013-01-15 2013-08-28 中国电力科学研究院 Overhead line safety monitoring system based on distributed fiber sensors
CN104121982A (en) * 2014-06-16 2014-10-29 武汉康普常青软件技术股份有限公司 Distributed type power transmission line OPGW aeolian vibration frequency on-line monitoring system
CN105258780A (en) * 2015-09-22 2016-01-20 广东电网有限责任公司佛山供电局 On-line monitoring method for monitoring aeolian vibration of power transmission line

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02159925A (en) * 1988-12-13 1990-06-20 Sumitomo Electric Ind Ltd Lightening point locating system
CN101614602A (en) * 2009-08-03 2009-12-30 电子科技大学 Electricity transmission line monitoring method and device
CN101644714A (en) * 2009-08-26 2010-02-10 四川电力试验研究院 Wind speed equivalence measuring device based on remote monitoring of power transmission line
CN102042885A (en) * 2010-10-08 2011-05-04 电子科技大学 Device for monitoring state of power transmission line tower-line system
CN203163769U (en) * 2013-01-15 2013-08-28 中国电力科学研究院 Overhead line safety monitoring system based on distributed fiber sensors
CN104121982A (en) * 2014-06-16 2014-10-29 武汉康普常青软件技术股份有限公司 Distributed type power transmission line OPGW aeolian vibration frequency on-line monitoring system
CN105258780A (en) * 2015-09-22 2016-01-20 广东电网有限责任公司佛山供电局 On-line monitoring method for monitoring aeolian vibration of power transmission line

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
叶志雄 等: ""基于风速概率分布的防振锤安装位置计算"", 《振动与冲击》 *

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108279110A (en) * 2018-03-27 2018-07-13 贵州电网有限责任公司 The synchronous measuring apparatus and measurement method of wind speed profile in a kind of wind-tunnel
CN111332967A (en) * 2020-03-17 2020-06-26 中国建筑一局(集团)有限公司 Tower crane early warning monitoring system and early warning monitoring method thereof
WO2021207093A1 (en) * 2020-04-06 2021-10-14 Nec Laboratories America, Inc. Wind speed measurement using distributed fiber optic sensing
CN113267642A (en) * 2021-05-25 2021-08-17 海南赛沐科技有限公司 Method and system for monitoring whole-sea deep sea current distribution
CN114608696A (en) * 2022-03-10 2022-06-10 国网河南省电力公司电力科学研究院 Method for monitoring vibration through distributed optical fibers and method for monitoring wind field through full-line distributed mode
CN114624467A (en) * 2022-03-10 2022-06-14 国网河南省电力公司电力科学研究院 Cable junction wind direction monitoring and early warning method, computer readable medium and monitoring equipment
CN114624467B (en) * 2022-03-10 2023-05-30 国网河南省电力公司电力科学研究院 Cable junction node wind direction monitoring and early warning method, computer readable medium and monitoring equipment
CN115290923A (en) * 2022-10-08 2022-11-04 广东电网有限责任公司中山供电局 Method, system, equipment and medium for monitoring wind speed along transmission line
CN115290923B (en) * 2022-10-08 2023-01-20 广东电网有限责任公司中山供电局 Method, system, equipment and medium for monitoring wind speed along power transmission line
CN117949687A (en) * 2024-03-27 2024-04-30 山东省科学院激光研究所 Wind speed measurement method and system based on distributed optical fiber sensing and deep learning

Also Published As

Publication number Publication date
CN106199056B (en) 2019-02-22

Similar Documents

Publication Publication Date Title
CN106199056A (en) A kind of distributed wind speed on-line monitoring method in overhead transmission line corridor
CN101954916B (en) Track on-line monitoring method and track on-line monitoring system
CN101545824B (en) Fault diagnosis technology for mechanical tower
JPH02212734A (en) Apparatus and method for detecting change in structual integrity of structural member
CN112629647A (en) Real-time identification, monitoring and early warning method for vortex vibration event of large-span suspension bridge
CN101762347B (en) Method for measuring rope force of multi-span steel stay rope by using half-wave method
CN112362274A (en) Method and system for monitoring, early warning and evaluating vortex-induced vibration of long-span bridge in operation period
CN112834193B (en) Operation bridge vibration and health state abnormity early warning method based on three-dimensional graph
CN201849490U (en) Online track-monitoring system
CN103196407A (en) Method, device and system for vibration displacement measurement of cantilever crane of pump truck and engineering machinery device
CN105173111B (en) A kind of portable helicopter vibration monitoring and maintenance system
CN105258780B (en) Transmission line of electricity aeolian vibration on-line monitoring method
CN101975822A (en) Damage positioning method for ultrasonic detection of transmission line
CN109900466A (en) A kind of bolt or nut loosening monitoring method and system
CN107843334A (en) The intelligent monitor system that a kind of soft base sluice plate comes to nothing
CN106710212A (en) Monitoring method based on expressway traffic condition monitoring system
CN106918389A (en) It is a kind of based on the vibration modal analysis method of doppler optical displacement method and its application
CN108732614A (en) A kind of online railway monitoring system and method based on distributed acoustic sensor
CN107063923B (en) System and method for detecting liquid density and application
CN114613116A (en) External damage prevention early warning method, device, equipment and storage medium
CN109268214A (en) A kind of wind driven generator coupler Shaft alignment state intelligent monitor system and method
CN205857906U (en) A kind of fence in perimeter intrusion detecting system
CN106932162A (en) Track dynamic stiffness method of testing and system
US20210318167A1 (en) Distributed acoustic sensing based natural frequency measurement of civil infrastructures
Moschas et al. High accuracy measurement of deflections of an electricity transmission line tower

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

Granted publication date: 20190222

Termination date: 20200707

CF01 Termination of patent right due to non-payment of annual fee