CN105785430A - Real-time monitoring system and method for mine earthquake - Google Patents
Real-time monitoring system and method for mine earthquake Download PDFInfo
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- G01V1/28—Processing seismic data, e.g. for interpretation or for event detection
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Abstract
The invention discloses a real-time monitoring system and method for mine earthquake, and belongs to the technical field of mine earthquake monitoring. The system comprises 40 monitoring stations, 40 large-power outdoor routers, a wireless WiFi relay/switcher, an Ethernet/China Mobile 4G network, a data processing server, and terminal equipment. One monitoring station is correspondingly connected with one large-power outdoor router, and each large-power outdoor router is connected to the input end of the data processing server through the wireless WiFi relay/switcher and the Ethernet/China Mobile 4G network. The output end of the data processing server is connected to the input end of the terminal equipment. The output end of the terminal equipment is connected with the output ends of the 40 monitoring stations through the Ethernet/China Mobile 4G network, the wireless WiFi relay/switcher and the 40 large-power outdoor routers. The system is convenient to install, is flexible in monitoring range, is high in positioning precision, is good in monitoring effect, is low in cost, and is good in prospect of application in the fields of coal mine dynamic disaster monitoring and early warning.
Description
Technical field
The invention belongs to ore deposit shake monitoring technical field, be specifically related to monitoring system and method during a kind of ore deposit ram-jolt.
Background technology
Ore deposit shake refers to that in the mine region of high stress, coal body, rock mass and tomography are when by external disturbance moment unstable failure, discharges very big energy and mine power phenomenon that destroying with bad shocking and explosion type of causing is feature.Ore deposit shake is the mine earthquake of Mining-induced, is the serious natural disaster of mine, and along with the increasing of digging intensity and the degree of depth, mining conditions becomes increasingly complex, and the occurrence frequency of ore deposit shake is more and more higher.Therefore breeding, develop, be monitored and early warning ore deposit shake, for the safety in production offer in colliery according to particularly important.
Shake in existing observation method in ore deposit, it is common to there is the problem that sample frequency is too low and station spacing is bigger, it is impossible to meet and ore deposit is shaken comprehensive monitoring over time and space.Ore deposit shake be in mining area micro rupture within coal and rock (rupture size is at grade, frequency is at hundreds of hertz to thousand hertz, even higher) start, and have many such micro ruptures by superposition, through gradually forming large scale, low-frequency breaking, thus causing the generation that bigger earthquake magnitude ore deposit shakes.Due to reasons such as technical and actual demands, researcher does not have to realize the passband to signal yet to be observed.But relatively it is in the signal packet of high band containing very abundant useful information, it should and in addition observation widely, research and utilize, so sample frequency need to be improved.And, shake monitoring system separate unit instrument volume in existing ore deposit is relatively big, is installed on underground more, installation difficulty and high cost, it is unfavorable for the laying of large-area high-density, and is independent between the station, it does not have long distance network transmission equipment and the terminal unit of the unified management multiple stage monitoring station are set.Station cloth dot spacing is excessive is unfavorable for that researcher analyzes signal transitive relation between adjacent measuring point and attenuation law.Because high-frequency signal is decayed very rapid in the rock mass of mining area, for the high-frequency signal that rock mass motion in mining area produces, the spacing problems of too of the station is more prominent.Therefore, it should the more laying observation station of crypto set, in order to obtain significantly more efficient observation data.And, existing ore deposit shake monitoring system adopts the signal data that cable-network transmission monitors mostly, owing to most mining area is in the place that comparison is remote, building cable network long construction period, affect greatly on surrounding enviroment, the riding position of the network equipment is by the restriction of position, network information site.
Summary of the invention
For the deficiency that existing method exists, the present invention proposes monitoring system and method during a kind of ore deposit ram-jolt.
The technical solution adopted in the present invention is achieved in that
A kind of ore deposit shake real-time monitoring system, including: 40 monitoring stations, 40 high-power outdoor routers, wireless WiFi relay station/switch, Ethernet/China Mobile's 4G network, data processing server and terminal unit;One monitoring station correspondence connects a high-power outdoor router, every high-power outdoor router is connected to the input of data processing server each through wireless WiFi relay station/switch and Ethernet/China Mobile 4G, and the outfan of data processing server connects the input of terminal unit;The outfan of terminal unit is connected by the outfan of Ethernet/China Mobile's 4G network, wireless WiFi relay station/switch, 40 high-power outdoor routers and 40 monitoring stations.
Described 40 monitoring stations are monitored the distance of 2~3 kilometers between the station according to two and are arranged in shake monitored area, predetermined ore deposit;
The described monitoring station, is made up of recorder, three-component vibration velocity sensor, charge sensor and GPS time dissemination system, and wherein three-component vibration velocity sensor, charge sensor are all connected with recorder independently of one another with GPS time dissemination system.
Adopt the ore deposit shake method of real-time of described ore deposit shake real-time monitoring system, comprise the steps:
Step 1: by the spacing of 2-3km, arranges 40 monitoring stations in predetermined shake monitored area, ore deposit;
Step 2: each monitoring station correspondence is connected a high-power outdoor router;
Step 3: set up wireless WiFi relay station/switch;
Step 4: wireless WiFi relay station/switch is connected to data processing server by Ethernet/China Mobile's 4G network;
Step 5: data processing server and terminal unit are connected;
Step 6: on recorder, is configured acquisition parameter or adjusts;Described acquisition parameter includes: sample frequency, sampling channel, data save location, data storage file name, GPS time service precision;
Step 7: start ore deposit shake real-time monitoring system, start pre-acquired electric charge induction, GPS time service and vibration wave Full wave shape signal, and show in real time;
Step 8: the analysis result according to the signal of display and data processing server, it is judged that whether this ore deposit shake real-time monitoring system is properly functioning, is, then perform step 9, no, then check and debug ore deposit shake real-time monitoring system, again performing step 7;
Step 9: restart this ore deposit shake real-time monitoring system, proceed by monitoring during the ram-jolt of ore deposit;
Step 10: order accordingly according to recorder, records store data file and corresponding index file, and by index file transmission to data processing server;
Step 11: data processing server draws Hsusdorff fractal dimension curve by index file, observe whether curve has catastrophe point, ore deposit seismic wave first arrival then it is considered as if any catastrophe point, show have ore deposit shake event to occur, i.e. detection ore removal shake event, data processing server calls the data file corresponding to this ore deposit shake event by index file, and then calculates the ore deposit shake origin time of earthquake, Earthquake site, persistent period and earthquake magnitude, and result reaches terminal unit the most at last;As without catastrophe point, then it represents that occurring without ore deposit shake, next index file is analyzed by data processing server.
The invention has the beneficial effects as follows: mine's shock signal can be realized real-time 320 (40*8=320) Channel Synchronous of high-performance (because the recorder in every monitoring station is all connected to GPS time dissemination system by the high density high frequency ore deposit shake real-time monitoring system of the present invention, GPS time dissemination system makes the recorder time of each monitoring station agree, therefore respectively the monitoring station realizes synchronous acquisition by time unifying) gather, Intelligent Recognition and extraction can be accomplished.Terminal unit can realize remotely controlling the monitoring station, the sample frequency controlling recorder, the data etc. that need to transmit.Each monitoring station can by solar cell for supplying power, and time service and measurement are synchronously performed, and time precision can reach 10 μ s, and positioning precision can reach 5-10m.Monitoring station station equipment is lightly portable, recorder in the monitoring station only need to place ground, sensor in the monitoring station is put in ground grading glue and fixes or be embedded in the deep underground of 1.5-2 rice, therefore can Fast Installation in the significant points of mining area structural belt, the observational record of microseismic activity signal, span of control 100-225km is constructed suitable in high frequency2.Therefore, the ore deposit shake real-time monitoring system of the present invention has easy for installation, and monitoring range is flexible, and positioning precision is high, and monitoring effect is good, the feature that cost is low, has broad application prospects in monitoring and the early warning field of coal mine dynamic disaster.
Accompanying drawing explanation
Fig. 1 is the structural representation of one embodiment of the present invention ore deposit shake real-time monitoring system;
Fig. 2 is the structural representation of one embodiment of the present invention monitoring station;
Fig. 3 is one embodiment of the present invention charge sensor circuit theory diagrams;
Fig. 4 is one embodiment of the present invention recorder structural representation;
Fig. 5 is that one embodiment of the present invention presets monitoring station distribution schematic diagram on shake monitored area, ore deposit;
Fig. 6 is one embodiment of the present invention processor workflow diagram.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is described in further detail.
The ore deposit shake real-time monitoring system of present embodiment, as it is shown in figure 1, include: 40 monitoring stations, 40 high-power outdoor routers, wireless WiFi relay station or switch, Ethernet or China Mobile's 4G network, data processing server and terminal unit;One monitoring station correspondence connects a high-power outdoor router, every high-power outdoor router is connected to the input of data processing server each through wireless WiFi relay station or switch and Ethernet or China Mobile 4G, and the outfan of data processing server connects the input of terminal unit;The outfan of terminal unit is connected by the outfan of Ethernet or China Mobile's 4G network, wireless WiFi relay station or switch, 40 high-power outdoor routers and 40 monitoring stations.
The monitoring station of present embodiment, as in figure 2 it is shown, be made up of recorder, three-component vibration velocity sensor, charge sensor and GPS time dissemination system.Described three-component vibration velocity sensor, charge sensor are all connected with recorder independently of one another with GPS time dissemination system.Described three-component vibration velocity sensor is for detecting the vibration signal of shake monitoring point, ore deposit.The charge signal that described charge sensor produces for detecting mining area coal petrography to break, namely detects the electric field change of shake monitoring point, ore deposit.When described GPS time dissemination system can realize automatic pair and the satellite fix of the monitoring station.Described recorder for gathering, record and store the terrestrial coordinates data of the vibration signal of shake monitoring point, ore deposit, charge signal and GPS time signal and the monitoring station from three-component vibration velocity sensor, charge sensor and GPS time dissemination system, and by the wireless-transmission network being made up of high-power outdoor router, wireless WiFi relay station or switch, Ethernet or China Mobile's 4G network, data is transferred to data processing server;Described data processing server adopts the ore deposit seismic wave first arrival recognition methods based on fractal theory, draw hausdorff fractal dimension curve, by identifying the catastrophe point of fractal dimension curve, judge ore deposit seismic wave signal initial time, and then identification mine's shock signal, calculate the origin time of earthquake of ore removal shake, Earthquake site, persistent period and earthquake magnitude, and data processing server is real-time transmitted to terminal unit result of calculation and displays.Terminal unit is by the sample frequency of recorder in the remote controlled monitoring station of data transmission network that is made up of Ethernet or China Mobile's 4G network, wireless WiFi relay station or switch and high-power outdoor router, the data etc. that need to transmit.
The ore deposit shake real-time monitoring system of the present invention is monitored the number of the station, can according between the two monitoring stations 2~3 kilometers (owing to needing the monitoring earthquake magnitude mine's shock signal more than-1 grade, the monitoring station can receive the mine's shock signal of remote for distance monitoring station 5km-1 grade, if hypertelorism, after mine's shock signal propagates the monitoring station, signal is very weak, and the monitoring station can not be identified this signal.The namely monitoring range of instrument, will detect the mine's shock signal of minimum-1 grade, and this mine's shock signal distance monitoring station can not more than 5km.Therefore, in order to improve ore deposit shake positioning precision and improve the signal to noise ratio of signal, distance between two adjacent monitoring station stations is set to 2-3Km) distance, the size shaking monitoring area according to required ore deposit determines monitoring station number, and the number generally monitoring the station in ore deposit shake real-time monitoring system is at least 5.For 40 monitoring stations of present embodiment, wherein 1-3 the station is arranged in directly over coal mining face, can move with production face, span of control 100-225km2.If 5 monitoring stations, wherein 4 monitoring stations are stood erectly and are connect fixed and arranged around coal-face, and wherein 1 fixed and arranged is directly over coal-face, span of control 4-9km2(5 monitoring station span of control are only capable of 1-2 coal-face of monitoring, and 40 monitoring station span of control can be only achieved 100-225km2).Aforementioned span of control refers to that the surveillance network being made up of the monitoring station can monitor the scope of ore deposit shake, and namely surveillance network can receive the mine's shock signal within the scope of this.
The monitoring station station equipment of present embodiment is lightly portable, recorder in the monitoring station only need to place ground, sensor in the monitoring station is put in ground grading glue and fixes or be embedded in the deep underground of 1.5-2 rice, therefore can Fast Installation in the significant points of mining area structural belt, it is adaptable to high frequency structure microseismic activity signal observational record.Every monitoring signal data (including three-component vibration signal, charge signal and GPS time signal) of receiving of the station is sent to wireless WiFi relay station or switch by corresponding high-power outdoor router, and wireless WiFi relay station or switch are transferred to data processing server again through Ethernet or China Mobile's 4G network after receiving data;Data processing server adopts the ore deposit seismic wave first arrival recognition methods based on fractal theory, draw hausdorff fractal dimension curve, by identifying the catastrophe point of fractal dimension curve, judge ore deposit seismic wave signal initial time, and reach automatically to identify mine's shock signal, automatically the purpose of the origin time of earthquake of ore deposit shake, Earthquake site, persistent period, earthquake magnitude is calculated, it is achieved the prediction that ore deposit shake occurs.Data processing server is real-time transmitted to, analyzing result, the origin time of earthquake, Earthquake site, persistent period and the earthquake magnitude etc. that terminal unit shakes to show ore deposit again.
What the three-component vibration velocity sensor of present embodiment adopted is the three-component vibration velocity sensor that model is Antenna-VSS of Beijing amphibole Science and Technology Ltd., can detecting the vibration signal in thing, north and south, vertical three directions, it is to be assembled by 1 PS-10B (vertical) and 2 PSH-10B (level to) velocity sensor.The three-component vibration sensor of present embodiment can flat response for frequency vibration signal in 10Hz to 1.4kHz.This velocity sensor good stability, degree of accuracy is high, signals collecting is enriched, and adopts rotary loop construction, and two coil configuration improves anti-common mode disturbances ability, coil can rotate freely in 360 °, effectively removing surface wave interference, thus this velocity sensor signal to noise ratio is high, phase contrast is little, having higher dynamic resolution, thermal adaptability is strong.
The charge sensor that present embodiment adopts is to be made up of electric charge probe and pre-amplification circuit, what wherein pre-amplification circuit adopted is the pre-amplification circuit provided in Chinese patent ZL200810013033.4, as shown in Figure 3, it is documented in the first paragraph of this patent specification page 3, namely pre-amplification circuit includes AD8066 type operational amplifier U1A and U1B, electrochemical capacitor C24, C25, C36~C38, electric capacity C26~C35 and resistance R18~R27;1 foot of U1A connects R20, C28, C31 one end, 2 feet connect the other end of C30 one end and C28, R20,3 foot ground connection, and 4 feet connect the negative pole of negative supply, C35 one end and C37,8 feet connect the positive pole of positive supply, C34 one end and C38, and C34, C35 other end, the negative pole of C38 and the positive pole of C37 connect and ground connection;IN connects the other end of C29, R19 one end and C30, another termination R21 one end of C29, R21 other end ground connection, R19 another termination C25 positive pole, C27, R18 one end, another termination C24 positive pole of R18, C26 one end and HV power supply, C25, C24 negative pole and C27, C26 other end connect and ground connection;4 feet of U1B connect negative supply, 5 feet connect R25, R27 one end and C36 positive pole, 6 feet connect the R25 other end, R24, R26 and C33 one end, 7 feet meet R26, C33 other end and OUT, 8 feet connect positive supply, another termination C32, R23 one end of R24, another termination R22 one end of R23 and the C31 other end, R22, R27, C32 other end and C36 negative pole connect and ground connection.Electric charge probe shielding line is directly connected to the input IN end of pre-amplification circuit.Electric charge probe material is magnetically soft alloy material, and electric charge (electric field) is had higher sensitivity, and electric charge probe is generally circular in shape, and diameter has 10mm, 20mm, 30mm tri-kinds.Present embodiment adopts copper sheet that the circuit board of pre-amplification circuit carries out packaging shielding, can limit the interference to circuit of the external electromagnetic signal to greatest extent, and the pre-amplification circuit after packaging is cylindrically shaped, is of a size of Φ 30 × 100mm.
GPS time dissemination system can determine that the terrestrial coordinates of monitoring station data sampling time and the monitoring station, and it takies one acquisition channel of recorder.What the GPS time dissemination system of present embodiment adopted is the GPS time dissemination system that model is GPS-G503 of Wuhan Zhengyuan Electric Co., Ltd.'s production.Recorder utilizes its outside port to read PPS (PulsePerSecond, the pulses per second) signal of GPS time dissemination system, and with vibration signal and charge signal synchronous acquisition, time service precision reaches 10 μ s, to ensure the sampling precision of recorder 10kHz.
What the recorder of present embodiment adopted is the high frequency ore deposit that model the is Antenna-III shake instrument of Beijing amphibole Science and Technology Ltd., it is made up of the first preamplifier, the second preamplifier, AD conversion unit, data storage cell, control unit, display, hard disk, USB module, WiFi interface and supply module, as shown in Figure 4.Wherein, the input of the first preamplifier and the second preamplifier is all connected with the outfan of three-component vibration velocity sensor, the outfan of the first preamplifier and the second preamplifier is all connected with the input of AD conversion unit, described first preamplifier and the second preamplifier amplify three-component vibration rate signal for branch, and transmit signals to AD conversion unit, carry out A/D conversion.Wherein, first preamplifier can make signal gain 1/2 times, second preamplifier can make signal gain 8 times, therefore mine's shock signal (mine's shock signal is exactly the part in the vibration signal that three-component vibration sensor receives, and namely the vibration signal of that time occurs in the ore deposit shake) dynamic range monitored can be made to expand 16 times.The outfan of charge sensor and GPS time dissemination system is also connected to the input of AD conversion unit, the outfan of AD conversion unit connects the input of data buffer storage unit, the outfan of data buffer storage unit is simultaneously connected with the input of display and hard disk, the outfan of hard disk connects the input of USB module, the outfan of USB module connects WiFi interface, and WiFi interface connects high-power outdoor router;Control unit is connected with AD conversion unit, data buffer storage unit, hard disk, USB module and WiFi interface simultaneously, is used for sending and is indicated to AD conversion unit, data buffer storage unit, display, hard disk, USB module, WiFi interface accordingly;Supply module is for providing voltage and current for AD conversion unit, data buffer storage unit, display, hard disk, USB module and WiFi interface.
Described AD conversion unit is under the voltage support of supply module, indication signal according to described control unit, receive charge signal, GPS time dissemination system time signal and the vibration signal after preamplifier 1 and 2 gain that described charge sensor sends, and carry out analog digital conversion, the digital signal of generation is sent to data buffer storage unit.Described data buffer storage unit, is used under the voltage support of supply module, the indication signal according to described control unit, the interim digital signal storing the transmission of described AD conversion unit, and the digital signal of buffer memory is sent to display and hard disk;Described display, for, under supply module voltage support, receiving the digital signal of described data buffer storage unit, and show the image of each passage;Described hard disk, is used under the voltage support of supply module, the indication signal according to described control unit, stores whole digital signals that described data buffer storage unit sends, and through USB module, digital signal is reached WiFi interface;Described USB module, under the voltage support of supply module, the indication signal according to described control unit, data exchange and order between transmission hard disk and WiFi interface exchange;Described WiFi interface, under the voltage support of supply module, the indication signal according to described control unit, by digital data transmission to high-power outdoor router;
The recorder of present embodiment has 8 sampling channels: three-component vibration velocity sensor takies 6 passages, charge sensor and GPS time dissemination system and all takies 1 passage.Three-component vibration sensor and charge sensor can be installed from recorder 200 meters (, by transmission line to recorder, signal attenuation is in the scope of accreditation in 200 meters for the signal of sensor output).After three-component vibration rate signal is carried out branch gain amplification by the first preamplifier and the second preamplifier by the recorder of present embodiment, then signal is transferred to reach AD conversion unit synchronous acquisition.This recorder can continuous acquisition signal, every sampling channel sample frequency reaches as high as 10kHz, because sample frequency is higher, taking bigger memory space, need bigger transmission speed, therefore most of instruments all adopt some eigenvalue gathering signal, or adopt the pattern triggered, set certain threshold value, when signal is more than this threshold value gather, less than time just do not gather.It is therefore possible to miss some features of some useful signals or signal.So continuous acquisition signal of the present invention, collect the information of signal with better analysis.Additionally, recorder physical dimension is 237mm × 100mm × 158mm, weight is only 4043g, and volume is little, lightweight, it is simple to carries and installs, powering mode variation, also can adopt solar powered, be adaptable to various installation environment.
The recorder of present embodiment have employed high-frequency data collection and sync section index compression technology, it is achieved that retrieval, high accuracy data segmentation are quickly uploaded at a high speed, can high efficiency browsing data, statistics univers parameter, screening valid data when post processing.
Each log file group (the mine's shock signal data file of each recorder storage) is made up of two files: the data that a file storage is whole, referred to as data file;Another one is the real-time reduced index data to data file, referred to as index file.Two file parallel synchronous storage data in sampling process.All information in index file can again index from data file and obtain.Start record (including system reboot, user stops sampling and deposits reopening again) every time and all automatically set up corresponding new file directory, it does not have interrupting, subsequent file remains stored under this catalogue.
Two files all adopt block storage organization, and namely with data block for basic storage cell, data block is cumulative one by one forms data file.Data block basic structure is made up of two parts, build and data volume.Build describes the relevant information of data, data volume storage master data.
It addition, during for accurate pair, the microsecond clock of each collecting unit (each recorder totally 8 passage, every passage claims 1 collecting unit) independent synchronization record GPS time service data and control unit.This document takes simple row recording mode, increases a line record when each pair.Each catalogue next one GPS file, it includes data file, index file and three kinds of files of file when GPS pair.The data volume that the these three file unit interval produces is as follows respectively:
The data volume that the data file unit interval produces is: 10K (sampled point/second) × 8 (passage) × 2 (Byte) × 3600=576000Kbyte is about 576MByte/ hour;
The data volume that the index file unit interval produces is: 8 (passage) × 4 (Byte) × [1 (variance)+1 (average)+1 (maximum)+1 (minimum)+1 (head pointer)+1 (end pointer)] × 7200 (0.5 second record)=1382400Bytes is about 1.4MByte/ hour;
The data volume that when GPS pair, the file unit interval produces is: 60Byte (existing record entry length) × 144 (10 minutes intervals, number of times during every day pair) ... 365 (1 year)=3153600Byte is about 3.2MByte/;
Data file, index file, GPS time service file are saved in the hard disk of recorder.Index file is only uploaded when data are uploaded, the data that first index file received is called by data processing server are analyzed, adopt the ore deposit based on fractal theory to shake onset phase recognition methods and automatically identify mine's shock signal, if mine's shock signal, it is possible to directly invoke the data file that index file is corresponding.
What the high-power outdoor router of present embodiment adopted is comfastCF-WA700 high-power wireless outdoor AP outdoor through walls WIFI overlay router.
The two-way ten core rack-mount server of what the data processing server of present embodiment adopted is product type to be ZI21S4-10898HV, processor model be XeonE5-2680V2.
The terminal unit of the present invention adopts the common computer of more than I5.
The method adopting the ore deposit shake real-time monitoring system of present embodiment, comprises the following specific steps that:
Step 1: by the monitoring station station spacing of 2-3km, arranges 40 monitoring stations, as shown in Figure 5 in predetermined shake monitored area, ore deposit;
Step 2: each monitoring station correspondence is connected a high-power outdoor router;
Step 3: set up wireless WiFi relay station or switch;
Described wireless WiFi relay station or switch and high-power wireless router composition high-speed local area wireless network data transmit system, for the data signal that the transmission of monitoring station monitors;
Step 4: wireless WiFi relay station or switch are connected to data processing server by Ethernet or China Mobile's 4G network;
Step 5: data processing server and terminal unit are connected;
Step 6: on recorder, is configured acquisition parameter or adjusts;Described acquisition parameter includes: sample frequency, sampling channel, data save location, data storage file name, GPS time service precision;
Step 7: start ore deposit shake real-time monitoring system, start pre-acquired electric charge induction, GPS time service and vibration wave Full wave shape signal, and show in real time on display in a recorder;
Step 8: the signal shown according to display and the analysis result of data processing server, it is judged that whether this ore deposit shake real-time monitoring system is properly functioning, is, then perform step 9, no, then check and debug ore deposit shake real-time monitoring system, again performing step 7;
Step 9: restart this ore deposit shake real-time monitoring system, proceed by monitoring during the ram-jolt of ore deposit;
Step 10: order accordingly according to recorder, records store data file and corresponding index file, and by high-speed local area wireless network data transmission system by index file transmission to data processing server;
Step 11: as shown in Figure 6, data processing server draws Hsusdorff fractal dimension curve by index file, observe whether curve has catastrophe point, ore deposit seismic wave first arrival then it is considered as if any catastrophe point, show have ore deposit shake event to occur, i.e. detection ore removal shake event, data processing server calls the data file corresponding to this ore deposit shake event by index file, and then calculate the ore deposit shake origin time of earthquake, Earthquake site, persistent period and earthquake magnitude, and result reaches terminal unit the most at last;As without catastrophe point, then it represents that occurring without ore deposit shake, next index file is analyzed by data processing server.
Claims (2)
1. ore deposit shake real-time monitoring system, it is characterised in that: this system includes: 40 monitoring stations, 40 high-power outdoor routers, wireless WiFi relay station/switch, Ethernet/China Mobile's 4G network, data processing server and terminal unit;One monitoring station correspondence connects a high-power outdoor router, every high-power outdoor router is connected to the input of data processing server each through wireless WiFi relay station/switch and Ethernet/China Mobile 4G, and the outfan of data processing server connects the input of terminal unit;The outfan of terminal unit is connected by the outfan of Ethernet/China Mobile's 4G network, wireless WiFi relay station/switch, 40 high-power outdoor routers and 40 monitoring stations;
Described 40 monitoring stations are monitored the distance of 2~3 kilometers between the station according to two and are arranged in shake monitored area, predetermined ore deposit;
The described monitoring station, is made up of recorder, three-component vibration velocity sensor, charge sensor and GPS time dissemination system, and wherein three-component vibration velocity sensor, charge sensor are all connected with recorder independently of one another with GPS time dissemination system.
2. the ore deposit adopting the ore deposit shake real-time monitoring system described in claim 1 shakes method of real-time, it is characterised in that: comprise the steps:
Step 1: by the spacing of 2-3km, arranges 40 monitoring stations in predetermined shake monitored area, ore deposit;
Step 2: each monitoring station correspondence is connected a high-power outdoor router;
Step 3: set up wireless WiFi relay station/switch;
Step 4: wireless WiFi relay station/switch is connected to data processing server by Ethernet/China Mobile's 4G network;
Step 5: data processing server and terminal unit are connected;
Step 6: on recorder, is configured acquisition parameter or adjusts;Described acquisition parameter includes: sample frequency, sampling channel, data save location, data storage file name, GPS time service precision;
Step 7: start ore deposit shake real-time monitoring system, start pre-acquired electric charge induction, GPS time service and vibration wave Full wave shape signal, and show in real time;
Step 8: the analysis result according to the signal of display and data processing server, it is judged that whether this ore deposit shake real-time monitoring system is properly functioning, is, then perform step 9, no, then check and debug ore deposit shake real-time monitoring system, again performing step 7;
Step 9: restart this ore deposit shake real-time monitoring system, proceed by monitoring during the ram-jolt of ore deposit;
Step 10: order accordingly according to recorder, records store data file and corresponding index file, and by index file transmission to data processing server;
Step 11: data processing server draws Hsusdorff fractal dimension curve by index file, observe whether curve has catastrophe point, ore deposit seismic wave first arrival then it is considered as if any catastrophe point, show have ore deposit shake event to occur, i.e. detection ore removal shake event, data processing server calls the data file corresponding to this ore deposit shake event by index file, and then calculates the ore deposit shake origin time of earthquake, Earthquake site, persistent period and earthquake magnitude, and result reaches terminal unit the most at last;As without catastrophe point, then it represents that occurring without ore deposit shake, next index file is analyzed by data processing server.
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Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106291661A (en) * | 2016-07-27 | 2017-01-04 | 中南大学 | Intelligent early-warning instrument and method for early warning thereof are monitored in stope microseism continuously |
CN106437854A (en) * | 2016-10-08 | 2017-02-22 | 中国矿业大学 | Distributed coal and rock dynamic disaster sound and electricity synchronous monitoring system and method |
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CN109270570A (en) * | 2018-09-29 | 2019-01-25 | 左思清 | Mine shakes detector |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101762830A (en) * | 2009-09-29 | 2010-06-30 | 中国矿业大学 | Distributed coal mine rock burst monitoring method |
CN101950035A (en) * | 2010-09-14 | 2011-01-19 | 北京安科兴业科技有限公司 | Rock burst and mine earthquake real-time monitoring system and method |
CN201740873U (en) * | 2010-07-22 | 2011-02-09 | 马宏兵 | Micro dynamic exploration system |
CN202119900U (en) * | 2011-06-21 | 2012-01-18 | 北京蓝尊科技有限公司 | Mine underground mining activity real-time monitoring system based on blast source location technology |
CN104504882A (en) * | 2014-12-25 | 2015-04-08 | 淮南万泰电子股份有限公司 | Wireless realization method for mine microseism acquisition substation |
CN204556098U (en) * | 2015-03-19 | 2015-08-12 | 桂林电子科技大学 | A kind of microseismic signals harvester for the anti-illegal mining monitoring system in colliery |
-
2016
- 2016-05-09 CN CN201610300467.7A patent/CN105785430A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101762830A (en) * | 2009-09-29 | 2010-06-30 | 中国矿业大学 | Distributed coal mine rock burst monitoring method |
CN201740873U (en) * | 2010-07-22 | 2011-02-09 | 马宏兵 | Micro dynamic exploration system |
CN101950035A (en) * | 2010-09-14 | 2011-01-19 | 北京安科兴业科技有限公司 | Rock burst and mine earthquake real-time monitoring system and method |
CN202119900U (en) * | 2011-06-21 | 2012-01-18 | 北京蓝尊科技有限公司 | Mine underground mining activity real-time monitoring system based on blast source location technology |
CN104504882A (en) * | 2014-12-25 | 2015-04-08 | 淮南万泰电子股份有限公司 | Wireless realization method for mine microseism acquisition substation |
CN204556098U (en) * | 2015-03-19 | 2015-08-12 | 桂林电子科技大学 | A kind of microseismic signals harvester for the anti-illegal mining monitoring system in colliery |
Non-Patent Citations (4)
Title |
---|
巩思园 等: "《煤矿冲击矿压震动波CT预测原理与技术》", 31 August 2013, 中国矿业大学出版社 * |
潘一山 等: ""电荷感应监测技术在矿山动力灾害中的应用"", 《煤炭科学技术》 * |
贾宝新等: ""分形理论的矿震初至震相识别方法及应用"", 《辽宁工程技术大学学报(自然科学版)》 * |
齐景嘉 等: "《数据结构(C语言描述)(第2版)》", 30 September 2015, 清华大学出版社 * |
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