Application of butterworth high pass filter as an approximation of wood anderson seismometer frequency response to earthquake signal recording


ACTA IMEKO | www.imeko.org December 2020 | Volume 9 | Number 5 | 379 

ACTA IMEKO 
ISSN: 2221-870X 
December 2020, Volume 9, Number 5, 379 - 382 

 
 

APPLICATION OF BUTTERWORTH HIGH PASS FILTER AS AN 

APPROXIMATION OF WOOD ANDERSON SEISMOMETER FREQUENCY 

RESPONSE TO EARTHQUAKE SIGNAL RECORDING 
 

Hamidatul Husna Matondang1, Endra Joelianto2, Sri Widiyantoro3 

 
1 BMKG, Jakarta, Indonesia, hamidatul.husna@bmkg.go.id  

2 ITB, Bandung, Indonesia, ejoel@tf.itb.ac.id  
3 ITB, Bandung, Indonesia, sriwid@geoph.itb.ac.id  

 

Abstract: 

The method for generating maximum amplitude 

and signal to noise ratio values by using second 

order high pass Butterworth filter on local seismic 

magnitude scale calculations is proposed. The test 

data are signals from local earthquake that have 

been occurred in Sunda Strait on April 8th 2012. 

Based on the experimental results, a 8 Hz cutoff 

frequency and a gain of 2200 of second order 

Butterworth high pass filter as an approach to 

simulating the frequency response of Wood 

Anderson seismometer can provide maximum 

amplitude value, SNR, and the magnitude better 

than simulated Wood Anderson frequency 

response. 

Keywords: High Pass Butterworth Filter; Wood 

Anderson Seismometer; Frequency Response 

Simulation; Instrument Correction 

1. INTRODUCTION 

Initially, the calculation of the local seismic 

magnitude scale was based on the calculation of the 

magnitude scale obtained from Wood Anderson's 

seismometer recordings. However, the Wood 

Anderson seismometer is a short period instrument 

that has analog recording, in which, the analog 

recording speed on paper is limited. This resulted in 

an earthquake recording on the recording station 

that was close to the location of the earthquake 

experiencing clipping. Therefore, recording 

earthquake signals from the Wood Anderson 

seismometer is no longer used in the calculation of 

local magnitude scales. Thus, the study of local 

magnitude has been shifted to the use of digital 

recording. In order to produce digital recordings as 

if coming from a Wood Anderson seismometer, the 

digital recordings are processed to simulate the 

Wood Anderson seismometer frequency response. 

The recording of the Wood Anderson frequency 

response simulation provides more accurate data 

from the original instrument, because there is no 

clipping on earthquake recordings [1]. However, in 

practice, the Butterworth filter application is still 

used to eliminate microseismic noise [2]. 

Considerable research has been done on 

simulating seismometer responses. Among them, 

designing a simulation of the frequency response of 

Wood Anderson seismometer from recursive filters 

with differential equations has been considered in 

[3]. The seismometer frequency response is 

considered as a second order high pass filter. If the 

filter is applied to an earthquake signal, the 2nd order 

Butterworth high pass filter with a cutoff frequency 

of 2 Hz can approximate the local magnitude in 0.1 

magnitude units [1]. The seismometer frequency 

response approach can also be obtained from a 5th 

order Butterworth low pass filter cascaded with a 3rd 

order Butterworth high pass filter [4]. These filters 

are used to correct short period and broadband 

seismometer responses. Pole and zero 

determination was provided for recursive filters 

used as a correction for seismometer instruments 

[5]. 

Different from previous studies, this paper tests 

earthquake signals using a second order 

Butterworth high pass filter with a cutoff frequency 

of 0.1 to 12 Hz. The test data used in this paper are 

local earthquake signals and noise signals recorded 

by four earthquake recording stations. The Do the 
authors mean to correct short period and broadband 

seismometer responses recording stations are Cigelis 

Jawa Indonesia (CGJI), Lembang (LEM), Cisompet 

(CISI) and Karang Pucung Jawa Indonesia (KPJI). 

Local earthquake recorded signals used are the ones 

related to the earthquake that have occurred in the 

Sunda Strait on 8th April 2012 at 08: 06: 47.1 am 

UTC+07.00 with a strength of 4.6 magnitudes, at 

coordinates longitude 105.859998 and latitude -6.94 

with depth of 100 km. While noisy signals were 

taken in the morning at 03.00 am UTC+07.00, noon 

at 12.00 pm UTC+07.00 and at night at 10.00 pm 

UTC+07.00 [6].  

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ACTA IMEKO | www.imeko.org December 2020 | Volume 9 | Number 5 | 380 

From the test results, the gain value and cut off 

frequency of the filter are configured considering 

the recorded data characteristic. The filter is then 

applied to the signal.  The results of the filter 

application are expected to produce higher 

amplitude and signal to noise ratio (SNR) values 

than the simulated Wood Anderson’s seismometer 

frequency response. The Butterworth filtered results 

are used as an approach to simulate earthquake 

recordings that would be obtained from a typical 

frequency response of a Wood Anderson's 

seismometer. 

2. PROPOSED METHODOLOGY 

The design is based on the similarity of 

responses between the Butterworth high pass filter 

and the Wood Anderson seismometer which is a 

second order system [7]. The filter is applied to 

earthquake signals that have been used for local 

seismic magnitude scale calculations. From the 

filtered signal, the maximum amplitude is obtained 

in the S signal phase and signal to noise ratio (SNR). 

For comparison, the maximum amplitude and 

SNR of filtered earthquake signals are compared 

with the maximum amplitude and SNR of the 

earthquake signal on a simulated Wood Anderson 

seismogram. The research flow chart is shown in 

Figure 1. 
Start

Data Collection

Catalogue Data of BMKG

Waveform Data

conversion of

seed to sac

Resampling

Determination of the

butterworth highpass

filter coefficient

Application of High Pass

Butterworth Filter Frequency

Response Design Results

Component

Rotation

Readings of Maximum

Amplitude and SNR

Calculation

Component

Rotation

Finished

Application of High Pass

Butterworth Filter Frequency

Response Design Results

Readings of Maximum

Amplitude and SNR

Calculation

Reference

 

Figure 1: Flowchart of the Method 

3. ANALYSIS 

The results of the Butterworth filter test applied 

to BMKG data show an almost similar amplitude 

value for each earthquake recording station. The 

average maximum amplitude value for the four 

recording stations is 24,000,000 nm, produced by 

the Butterworth filter with a gain of 3000 and a cut-

off frequency of 0.1 Hz. While the minimum 

amplitude is obtained from the gain with a value of 

1000 and the cut-off frequency around 0.1 Hz. See 

Figure 2. 

 

 
 

Figure 2: Cut off frequency, gain and maximum 

amplitude curves 
 

It is also known that the frequency response of 

second order Butterworth Filter with gains of 2000, 

2200, and 2300 have similarities with frequency 

response of Wood Anderson’s Seismometer. 

However, the second-order Butterworth filter 

frequency response with a gain of 2200 and an 8 Hz 

cut-off frequency that is close to the maximum 

amplitude of Wood Anderson's seismometer.  

The second-order Butterworth filter frequency 

response with a gain of 1000 has a magnitude 

smaller than the magnitude generated by the Wood 

Anderson seismometer. Whereas the second order 

Butterworth filter frequency response with a gain of 

3000 has a magnitude greater than the seismic 

magnitude generated by the Wood Anderson 

seismometer. See Figure 3. 

 
Table 1: Signal to noise ratio of Wood Anderson 

Seismometer and Butterworth Filter Simulated 

 

The largest maximum amplitude value of each 

recording station is obtained from the Butterworth 

filter simulation results, while the results from the 

Station 

Simulated Wood 

Anderson 

Butterworth Filtered 

signal 

3:00 

AM 

(%) 

12:00 

PM 

(%) 

22:00 

PM 

(%) 

3:00 

AM 

(%) 

12:00 

PM 

(%) 

22:00 

PM 

(%) 

CGJI 6,7 3,9 1,8 5,1 6,2 6,6 

LEM 4,9 1,5 1,1 -1,3 -1,3 1,3 

CISI 2,1 1,4 4,1 4,6 3,7 5,2 

KPJI -9,8 -7,8 2,9 3,0 2,8 3,1 

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ACTA IMEKO | www.imeko.org December 2020 | Volume 9 | Number 5 | 381 

Wood Anderson seismometer frequency response 

simulation have lower values. In calculating the 

signal to noise ratio values, the Butterworth filter 

frequency response simulation gives an increase in 

signal to noise ratio values at each recording station, 

but at the LEM and KPJI recording stations SNR 

decreases in the morning. This is caused by noise 

due to human activities. At the KPJI station, the 

percentage of SNR values decreased in the signal 

from the Wood Anderson seismometer frequency 

response simulation results. Meanwhile, the signal 

from the simulation results using the Butterworth 

filter is increased. However, this does not affect the 

results of local magnitude calculations. Simulation 

of Butterworth filter frequency response produces 

local magnitude values close to the seismic 

magnitude value released by BMKG of 4.6 [8]. 

While the local magnitude value is generated by 

Wood Anderson's frequency response seismometer 

simulation is 4.5. It can also be seen that the local 

magnitude of the signal from the Butterworth filter 

simulation results has a more consistent value. 
 

 
 

Figure 3: Comparison of Wood Anderson seismometer frequency response with Butterworth Filter cut off frequencies 7 

to 9 Hz 

4. SUMMARY 

In the paper, an earthquake signal processing 

algorithm was designed so that the signal was 

presented in physical displacement units. The 

second-order Butterworth filter with a gain of 2200 

and a cut off frequency of 8 Hz had a maximum 

amplitude value and a higher SNR than the Wood 

Anderson seismometer. Hence, the Butterworth 

filter can be used as a Wood Anderson seismometer 

approach. 

This research has the opportunity to be further 

developed so that it can be applied to the calculation 

of earthquake magnitude. However, it is necessary 

to calculate the local magnitude more accurately. In 

addition, it is necessary to have a greater number of 

observation stations. 

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ACTA IMEKO | www.imeko.org December 2020 | Volume 9 | Number 5 | 382 

5. REFERENCES 

[1] Havskov. J, and Ottemoler. L, “Routine Data 
Processing in Earthquake Seismology”, Springer, 

pp. 14-160, 2010.   

[2] Ottemoller. L, and Sargeant. S.T, “A Local 
Magnitude Scale ML for the United Kingdom”, 

Bulletin of the Seismological Society of America, 

vol 103, pp. 2884-2893, 2013. 

[3] Kanamori. H, Maechling. P, and Hauksson. E, 
“Continuous Monitoring of Ground-Motion 

Parameters”, Bulletin of the Seismological Society 

of America, vol. 89, pp. 311-316, 1999. 

[4] Haney, M.M, Power, J, West, M, and Michaels. P, 
“Causal Instrument Corrections for Short Period and 

Broadband Seismometers”, Seismological Research 

Letters, vol. 83, pp. 834-845, 2012.  

[5] Anderson. J. F, Lees. J. M, “Instruments Corrections 
by Time-Domain Deconvolution”, Seismological 

Research Letters, vol. 85, pp. 197-201, 2014. 

[6] http://202.90.198.92/arclink/query?sesskey 
[7] Hutton. L.K, and Boore. D.M, “The ML Scale in 

Southern California”, Bulletin of the Seismological 

Society of America , vol. 77, pp. 2074-2094, 1987. 

[8] http://172.19.3.51 
 

 
 

 

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