JPS6026472B2 - Earthquake judgment method - Google Patents
Earthquake judgment methodInfo
- Publication number
- JPS6026472B2 JPS6026472B2 JP55070020A JP7002080A JPS6026472B2 JP S6026472 B2 JPS6026472 B2 JP S6026472B2 JP 55070020 A JP55070020 A JP 55070020A JP 7002080 A JP7002080 A JP 7002080A JP S6026472 B2 JPS6026472 B2 JP S6026472B2
- Authority
- JP
- Japan
- Prior art keywords
- circuit
- moving average
- output
- absolute value
- value
- 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.)
- Expired
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
- G01V1/28—Processing seismic data, e.g. for interpretation or for event detection
- G01V1/30—Analysis
Landscapes
- Engineering & Computer Science (AREA)
- Remote Sensing (AREA)
- Physics & Mathematics (AREA)
- Life Sciences & Earth Sciences (AREA)
- Acoustics & Sound (AREA)
- Environmental & Geological Engineering (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- General Physics & Mathematics (AREA)
- Geophysics (AREA)
- Geophysics And Detection Of Objects (AREA)
Description
【発明の詳細な説明】
産業上の利用分野
本発明は地震判定方式に関し、特に地震センサにおいて
検知される定常的な地動雑音(クラウンド・ノイズ)か
ら地震波を識別してとり出すための地震判定方式に関す
る。DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to an earthquake determination method, and in particular to an earthquake determination method for identifying and extracting seismic waves from steady ground motion noise (crown noise) detected by an earthquake sensor. Regarding the method.
従釆技術および発明が解決しようとする問題点従来形の
地震判定方式を第3図について説明する。Problems to be Solved by the Subsidiary Technology and the Invention A conventional earthquake determination method will be explained with reference to FIG.
まず、地震テレメータから送られてきたディジタル入力
信号Siは帯城炉波器3に供給され、該帯城炉波器は観
測対象となる成分のみを通過させ出力信号Si′を絶対
値回路4に供給する。整流作用を用いた絶対値回路(整
流回路)4は信号Si′の絶対値信号ISi′lを出力
する。この絶対値信号ISi′lは短時間移動平均回路
6に供給されて、短時間サンプルによる移動平均値Ss
(本明細書においては記号−によって平均値であること
をあらわす)が求められる。また絶対値信号ISi′l
は開閉回路51を通って長時間移動平均回路5にも供給
されて、長時間サンプルによる移動平均値SIが求めら
れる。この長時間サンプルによる移動平均値SIは平均
地動雑音と見ることができるものである。比較回路7が
出力TGを発出している期間、すなわち地震と判定され
る期間中には開閉回路51‘ま開賂され、大幅のサンプ
ル入力信号は長時間移動平均回路5には供給されず、長
時間移動平均回路5の出力は、ほぼ地震発生前の平均地
動雑音レベルに保持される。長時間移動平均回路5の出
力信号SIには乗算回路71において係数Qが乗せられ
、地震判定レベル信号TIが得られる。ここに、Qの値
は地動雑音の瞬時値のしべル分布により決定される。比
較回磯7において地震判定レベル信号TIと短時間移動
平均値Ssの比較が行なわれ、SsZTIであるときに
地震波であると判断されトリガ出力TGを発出する。こ
のトリガ出力TGは前述のように開閉回路51への制御
信号としても用いられる。第3図回路における信号波形
の一例が第4図に示される。前記の過程が、プロセッサ
等によるディジタル信号処理により行なうものとすると
、主として炉波器3における炉波処理において、乗算等
の演算誤差により、等価的な雑音が発生する。First, the digital input signal Si sent from the seismic telemeter is supplied to the obijo wave generator 3, which passes only the component to be observed and outputs the output signal Si' to the absolute value circuit 4. supply An absolute value circuit (rectifier circuit) 4 using a rectification function outputs an absolute value signal ISi'l of the signal Si'. This absolute value signal ISi'l is supplied to the short-time moving average circuit 6, and the moving average value Ss obtained by short-time sampling is supplied to the short-time moving average circuit 6.
(In this specification, the symbol - indicates an average value). Also, the absolute value signal ISi′l
is also supplied to the long-term moving average circuit 5 through the switching circuit 51, and the moving average value SI is determined by long-term samples. This moving average value SI based on long-time samples can be viewed as average ground motion noise. During the period when the comparator circuit 7 is outputting the output TG, that is, during the period when it is determined that there is an earthquake, the switching circuit 51' is open and a large sample input signal is not supplied to the long-term moving average circuit 5. The output of the long-term moving average circuit 5 is maintained at approximately the average ground motion noise level before the occurrence of the earthquake. A coefficient Q is added to the output signal SI of the long-term moving average circuit 5 in a multiplication circuit 71 to obtain an earthquake determination level signal TI. Here, the value of Q is determined by the threshold distribution of the instantaneous value of ground motion noise. In the comparison circuit 7, the earthquake determination level signal TI is compared with the short-time moving average value Ss, and when it is SsZTI, it is determined that it is an earthquake wave and a trigger output TG is issued. This trigger output TG is also used as a control signal to the switching circuit 51 as described above. An example of the signal waveform in the circuit of FIG. 3 is shown in FIG. If the above-mentioned process is performed by digital signal processing by a processor or the like, equivalent noise is generated mainly in the microwave processing in the microwave generator 3 due to calculation errors such as multiplication.
すなわち、第3図に示すように、入力信号Siにおいて
、取扱いうる信号の幅(ダイナミックレンジ)は、符号
器の過負荷レベルSimaxから豊子化雑音レベルNq
までの範囲として確保されるが、炉波器3による炉波処
理を受けた後の入力信号Si′においては、取扱いうる
信号の幅はSrmaxから炉波器における演算誤差にも
とづく雑音レベルNIまでに縮小される。ここに、Nq
とSjmaxのレベル差は2obぶ鰐等X〔dB〕であ
り、NIとSrm郷のレベル叢洲,。gS帯aX〔dB
〕である。この場合において、演算を固定小数点方式で
行い、かつ、炉波器の次数を大にすると、NIはNqに
比べて相当に大となり、例えば8次炉波器におM洲とN
qの差‘脚log母として計算されて40〔dB〕程度
に達する。That is, as shown in FIG. 3, the width (dynamic range) of the input signal Si that can be handled varies from the encoder overload level Simax to the Toyoko noise level Nq.
However, for the input signal Si' after undergoing the furnace wave processing by the furnace wave generator 3, the width of the signal that can be handled is from Srmax to the noise level NI based on the calculation error in the furnace wave generator. Reduced. Here, Nq
The level difference between and Sjmax is 2obbuwani etc. gS band aX [dB
]. In this case, if the calculation is performed using the fixed-point method and the order of the wave generator is increased, NI becomes considerably larger than Nq.
The difference in q is calculated as the logarithm of the legs and reaches about 40 [dB].
前述の条件下において、第3図のシステムにおいて地動
雑音レベルSIが演算誤差雑音レベルNIより低い状態
にあると、地震雑温SIは演算誤差雑音レベルNIによ
りマスクされてしまい、地震波の正確な判定を行うこと
ができない。しかし、地敷雑音レベルSIを演算誤差雑
音レベルNIより高くして前述のマスク現象を避けるこ
とは、観測対象の地震波の範囲をSimaxからQ・N
1(Qは或る定数)の範囲に限定することをもたらし、
観測系において確保された、取扱いうる信号の幅の有効
利用を妨げることになり得策でない。そこで、前述の不
都合の対策として、信号のレベル変換を行い、入力信号
Siに対し、1以上の値をもつ或る係数Aを素算し、地
動雑音レベルを演算誤差レベルよりも高くすることが行
われている。Under the above conditions, if the ground motion noise level SI is lower than the calculation error noise level NI in the system shown in Figure 3, the seismic noise temperature SI will be masked by the calculation error noise level NI, making it difficult to accurately determine seismic waves. can't do it. However, in order to avoid the above-mentioned masking phenomenon by making the ground noise level SI higher than the calculation error noise level NI, it is possible to increase the range of seismic waves to be observed from Simax to Q・N.
1 (Q is a certain constant),
This is not a good idea as it will hinder the effective use of the handleable signal width secured in the observation system. Therefore, as a countermeasure for the above-mentioned inconvenience, it is possible to perform signal level conversion and subtract a certain coefficient A having a value of 1 or more to the input signal Si to make the ground motion noise level higher than the calculation error level. It is being done.
この方法は第5図のルレベル図に示されており、左側の
Siのレベル、右側のSiをA倍したA.Siのレベル
の関係としてあらわされる。なお、第3欧おし、て・左
側のSiのし小が云・s岬X以上となるとそれに対応す
る右側のA.SiのレベルはSin凶×を越えてしまう
が、地震判定としては瞬時値力汀1′を越えるか否かが
判定できれば良く、第5図においてn′はSimax以
下であるから、地振判定が可能である。しかしながら、
第3図および第5図によって示される従来形においては
、地動雑音は気象条件等に依存するため定常的でなく、
定数Qも地鰯雑音レベルSI瞬時値の分布に依存するた
め運用の過程において変更を生ずることがある。This method is shown in the level diagram of FIG. 5, with the level of Si on the left and the level of A multiplied by A on the right. It is expressed as a relationship between the Si levels. In addition, if the Si on the left side of the 3rd peak is greater than or equal to the cape X, the corresponding A on the right side will be smaller. Although the level of Si exceeds Sin x, in order to judge an earthquake, it is sufficient to judge whether the instantaneous value force level exceeds 1', and since n' is less than Simax in Fig. 5, it is necessary to judge the earthquake. It is possible. however,
In the conventional type shown in FIGS. 3 and 5, ground motion noise is not steady because it depends on weather conditions, etc.
The constant Q also depends on the distribution of the ground sardine noise level SI instantaneous value, so it may change during the course of operation.
それゆえ、SI′がNI以下となり、または、n′がS
I′maxを超過する事態が生じ、正確なトリガ判定を
行うことが困難となるという問題点がある。本発明の目
的は前述の従来形における問題点にかんがみ、地動雑音
が非定常的である場合においても適切なトリガ判定を行
うことのできる地震判定方式を得ることにある。Therefore, SI' becomes less than or equal to NI, or n' becomes S
There is a problem in that a situation in which I'max is exceeded makes it difficult to make accurate trigger determination. SUMMARY OF THE INVENTION An object of the present invention is to provide an earthquake determination method capable of appropriately determining a trigger even when ground motion noise is unsteady, in view of the problems of the conventional method described above.
問題点を解決するための手段
本発明においては、地震検知部からの入力信号を炉過回
路に入力して観測対象となる成分を取り出し、該炉波回
路の出力を受ける絶対値回路において絶対値化を行い、
該絶対値回路の出力を開閉回路を介して受ける長時間移
動平均値回路において該絶対値の長時間移動平均値を求
め、該絶対値回路の出力を受ける短時間移動平均値にお
いて該絶対値の短時間移動平均値を求め、議長時間移動
平均値回路の出力側における信号と該短時間移動平均回
路の出力信号とを受ける比較回路において両信号の比較
を行い、地敷雑音と地震波との識別にもとづき地震判定
を行う地震判定方式において、該入力信号を可変利得増
幅回路により増幅して炉波回路に印加し、該可変利得増
幅回路の利得を長時間移動平均回路出力と許容雑音レベ
ル範囲によって与えられる所定の基準値との比較にもと
づく利得回路制御回路の出力により制御することを特徴
とする地震判定方式が提供される。Means for Solving the Problems In the present invention, an input signal from an earthquake detection section is input to a reactor wave circuit to extract a component to be observed, and an absolute value circuit receiving the output of the reactor wave circuit extracts the absolute value. ,
A long-term moving average value of the absolute value is determined in a long-term moving average value circuit that receives the output of the absolute value circuit via an opening/closing circuit, and a long-term moving average value of the absolute value is determined in a short-time moving average value that receives the output of the absolute value circuit. A short-time moving average value is obtained, and a comparison circuit that receives the signal on the output side of the chairman time moving average value circuit and the output signal of the short-time moving average circuit compares both signals to distinguish between ground noise and seismic waves. In the earthquake determination method, the input signal is amplified by a variable gain amplifier circuit and applied to a reactor wave circuit, and the gain of the variable gain amplifier circuit is adjusted based on the long-term moving average circuit output and the allowable noise level range. An earthquake determination method is provided which is characterized in that it is controlled by the output of a gain circuit control circuit based on comparison with a given predetermined reference value.
実施例
本発明の一実施例としての地震判定方式に用いられる装
置の回路図が第1図に示される。Embodiment A circuit diagram of a device used in an earthquake determination method as an embodiment of the present invention is shown in FIG.
第1図の回路においても第3図の場合と同様に炉波回路
3、絶対値回路4、開閉回路51、長時間移動平均回路
5、短時間移動平均回路6、乗算回路71、および比較
回路7が設けられる。第4図の回路は、さらに、炉波回
路3の前段に可変利得増幅回路2が接続され、該可変利
得増幅回路の利得が、長時間移動平均回路5の出力と設
定値81との比較8の結果により制御される利得制御回
路9の出力信号により制御されるようになっている。可
変利得増幅回路の利得をAとし、長時間移動平均回路5
の出力をSI′とし、設定値回路81による設定値をN
I+Bとする。ここに、8は或る定数であり、該設定値
は許容雑音レベル範囲によって与えられる基準値である
。そしてSI′がNI+3にほぼ等しい値になるように
可変利得増幅回路の利得を制御する。その理由は、地動
雑音の振幅が気圧の低下にともない増大するなど、気圧
等により大きく変化するため、地動雑音と地震波との区
別がつかなくなる場合があり、それを避けるためには、
地動雑音の長時間移動平均値を或る値以下に抑制する必
要があるからである。第1図の回路は、SI′とNI+
6の差を零にするようにAを増減するように動作する。
すなわち、SI=NI十3の場合にはAを変化させない
が、SI>NI十PとなればAを減少させ、SI<NI
+8となればAを増大させる。すなわち、第2図に示す
ように、SIがNIよりもやや高いレベルNI十8にな
るよう、利得Aの制御が行なわれ、正確なトリガ判定処
理を行う。発明の効果
本発明によれば、地動雑音が非定常的である場合におい
ても適切なトリガ判定を行うことのできる地震判定方式
が得られる。In the circuit of FIG. 1, as in the case of FIG. 7 is provided. In the circuit shown in FIG. 4, a variable gain amplifier circuit 2 is further connected to the front stage of the furnace wave circuit 3, and the gain of the variable gain amplifier circuit is determined by comparing the output of the long-term moving average circuit 5 with a set value 81. It is controlled by the output signal of the gain control circuit 9 which is controlled by the result of . The gain of the variable gain amplifier circuit is A, and the long-time moving average circuit 5
Let the output of SI' be SI', and the set value by the set value circuit 81 be N
Let it be I+B. Here, 8 is a certain constant, and the set value is a reference value given by the allowable noise level range. Then, the gain of the variable gain amplifier circuit is controlled so that SI' becomes approximately equal to NI+3. The reason for this is that the amplitude of ground motion noise changes greatly depending on the atmospheric pressure, such as increasing as the atmospheric pressure decreases, so it may become difficult to distinguish between ground motion noise and seismic waves.To avoid this,
This is because it is necessary to suppress the long-term moving average value of ground motion noise to a certain value or less. The circuit in Figure 1 has SI′ and NI+
It operates to increase or decrease A so that the difference between 6 and 6 becomes zero.
In other words, when SI=NI13, A is not changed, but when SI>NI10P, A is decreased and SI<NI1
If it becomes +8, increase A. That is, as shown in FIG. 2, the gain A is controlled so that SI becomes a level NI18, which is slightly higher than NI, and accurate trigger determination processing is performed. Effects of the Invention According to the present invention, an earthquake determination method can be obtained that can perform appropriate trigger determination even when ground motion noise is unsteady.
第1図は本発明の一実施例としての地震判定方式に用い
られる装置の回路図、第2図は第1図回路の動作を説明
する動作解説図、第3図は従釆形の地震判定方式に用い
られる装置の回路図、第4図は地震波の波形を示す波形
図、第5図は第1図回路の動作を説明する動作解説図、
である。
1:信号入力端子、2:可変利得増幅回路、3:炉波回
路、4:絶対値回路、5:長時間移動平均回路、51:
開閉回路、6:短時間移動平均回路、7:比較回路、7
1:乗算回路、8:比較回路、81:設定値回路、9:
利得制御回路。
第3図第4図
図
球
第2図
第5図Fig. 1 is a circuit diagram of a device used in an earthquake determination method as an embodiment of the present invention, Fig. 2 is an operation explanatory diagram explaining the operation of the circuit shown in Fig. 1, and Fig. 3 is a follower-type earthquake judgment method. A circuit diagram of the device used in the method, Fig. 4 is a waveform diagram showing the waveform of seismic waves, Fig. 5 is an operation explanatory diagram explaining the operation of the circuit shown in Fig. 1,
It is. 1: Signal input terminal, 2: Variable gain amplifier circuit, 3: Furnace wave circuit, 4: Absolute value circuit, 5: Long-term moving average circuit, 51:
Opening/closing circuit, 6: Short-time moving average circuit, 7: Comparison circuit, 7
1: Multiplication circuit, 8: Comparison circuit, 81: Setting value circuit, 9:
Gain control circuit. Figure 3 Figure 4 Sphere Figure 2 Figure 5
Claims (1)
測対象となる成分を取り出し、該濾波回路の出力を受け
る絶対値回路において絶対値化を行ない、該絶対値回路
の出力を開閉回路を介して受ける長時間移動平均値回路
において該絶対値の長時間移動平均値を求め、該絶対値
回路の出力を受ける短時間移動平均値において該絶対値
の短時間移動平均値を求め、該長時間移動平均値回路の
出力側における信号と該短時間移動平均回路の出力信号
とを受ける比較回路において両信号の比較を行い、地動
雑音と地震波との識別にもとずき地震判定を行う地震判
定方式において、該入力信号を可変利得増幅回路により
増幅して濾波回路に印加し、該可変利得増幅回路の利得
を長時間移動平均回路出力と許容雑音レベル範囲によつ
て与えられる所定の基準値との比較にもとづく利得回路
制御回路の出力により制御することを特徴とする地震判
定方式。1. Input the input signal from the earthquake detection unit into a filter circuit, extract the component to be observed, convert it into an absolute value in an absolute value circuit that receives the output of the filter circuit, and convert the output of the absolute value circuit into an open/close circuit. A long-term moving average value of the absolute value is determined in a long-term moving average value circuit that receives the output from the absolute value circuit, a short-term moving average value of the absolute value is determined in a short-term moving average value that receives the output of the absolute value circuit, and A comparator circuit that receives the signal on the output side of the time moving average value circuit and the output signal of the short time moving average circuit compares both signals, and makes an earthquake determination based on the discrimination between ground motion noise and seismic waves. In the determination method, the input signal is amplified by a variable gain amplifier circuit and applied to a filter circuit, and the gain of the variable gain amplifier circuit is set to a predetermined reference value given by the long-time moving average circuit output and the allowable noise level range. An earthquake determination method characterized by control based on the output of a gain circuit control circuit based on a comparison with
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55070020A JPS6026472B2 (en) | 1980-05-28 | 1980-05-28 | Earthquake judgment method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55070020A JPS6026472B2 (en) | 1980-05-28 | 1980-05-28 | Earthquake judgment method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS56166481A JPS56166481A (en) | 1981-12-21 |
| JPS6026472B2 true JPS6026472B2 (en) | 1985-06-24 |
Family
ID=13419499
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP55070020A Expired JPS6026472B2 (en) | 1980-05-28 | 1980-05-28 | Earthquake judgment method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6026472B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59195178A (en) * | 1983-04-21 | 1984-11-06 | Fujitsu Ltd | Earthquake deciding method |
| CN100495459C (en) * | 2002-08-30 | 2009-06-03 | 地震预警系统公司 | Detector apparatus and method for detecting seismic generated P-waves and generating responsive control signals |
-
1980
- 1980-05-28 JP JP55070020A patent/JPS6026472B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS56166481A (en) | 1981-12-21 |
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