instrument self-noise and sensor misalignment€¦ · sleeman et al. (2006) propose a method of...

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Adv. Geosci., 36, 17–20, 2013 www.adv-geosci.net/36/17/2013/ doi:10.5194/adgeo-36-17-2013 © Author(s) 2013. CC Attribution 3.0 License. Advances in Geosciences Open Access Instrument self-noise and sensor misalignment A. Gerner and G. Bokelmann Department of Meteorology and Geophysics, University of Vienna, Austria Correspondence to: A. Gerner ([email protected]) Received: 30 June 2013 – Accepted: 28 August 2013 – Published: 17 September 2013 Abstract. In this study we investigate self-noise of RefTek 151-60A “Observer” broadband seismometers (flat to veloc- ity between 50 Hz down to T 0 = 60 s, f 0 17 mHz) using the coherency analysis method introduced by Sleeman et al. (2006). We present a self-noise model for this type of sensor and compare it to the self-noise models of the standard obser- vatory sensor STS-2 (Streckeisen) and RefTek’s 151-120 broadband seismometer, which both have natural periods T 0 of 120 s. We further report on the sensitivity of this technique to sensor misalignment and our success of eliminating leak- age of the omnipresent microseism noise into self-noise esti- mates by numerically rotating seismic traces in order to find real self-noise. 1 Motivation With ever-improving seismic instruments, processing meth- ods and computational capabilities it becomes important to distinguish between the various sources of noise that are recorded in seismic data (Ringler et al., 2011). One of these sources of noise is the seismograph itself, which is why for an assessment of its suitability for a given purpose and for reasons of quality control it is necessary to have a means of estimating its self-noise. Sleeman et al. (2006) propose a method of calculating the self-noise of seismographs using coherency analysis. Assum- ing the seismic background noise simultaneously recorded by three collocated, co-aligned sensors to be identical, they compute auto-power spectra (P ii ) and cross-power spectra (P ij ) of the recorded data in order to eliminate the signal of coherent background noise, and thus isolate and identify the incoherent portion, which can then be attributed to the in- strument. If the sensors are well isolated from non-seismic −200 −190 −180 −170 −160 −150 −140 −130 PSD ( rel. to m/s 2 ) in dB 0.001 0.01 0.1 1 10 Frequency [Hz] Sensor Self-Noise NHNM NLNM Median Ringler & Hutt Min. Ringler & Hutt Mode Min Fig. 1. Self-Noise model of the STS-2 as published by Sleeman and Melichar (2012). In all of the self-noise curves the signature of Earth’s microseisms, which are the dominant source of natural seismic background noise in the pictured frequency range (Peterson, 1993), can clearly be recognized (also see: Ringler and Hutt, 2010). sources, then this procedure can be used to get an estimate of their self-noise. 2 Sensor alignment and finding true self-noise While aforementioned method is intriguingly simple and robust in ideal cases, the computed self-noise estimates strongly depend upon the exact alignment of the collocated instruments. Non-aligned sensors will record background-noise inco- herently, and thus this noise will not cancel out completely for three sensors i , j , k. Instead, incoherently recorded Published by Copernicus Publications on behalf of the European Geosciences Union.

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Page 1: Instrument self-noise and sensor misalignment€¦ · Sleeman et al. (2006) propose a method of calculating the self-noise of seismographs using coherency analysis. Assum-ing the

Adv. Geosci., 36, 17–20, 2013www.adv-geosci.net/36/17/2013/doi:10.5194/adgeo-36-17-2013© Author(s) 2013. CC Attribution 3.0 License.

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DiscussionsInstrument self-noise and sensor misalignment

A. Gerner and G. Bokelmann

Department of Meteorology and Geophysics, University of Vienna, Austria

Correspondence to:A. Gerner ([email protected])

Received: 30 June 2013 – Accepted: 28 August 2013 – Published: 17 September 2013

Abstract. In this study we investigate self-noise of RefTek™

151-60A “Observer” broadband seismometers (flat to veloc-ity between 50 Hz down toT0 = 60 s,f0 ≈ 17 mHz) usingthe coherency analysis method introduced bySleeman et al.(2006).

We present a self-noise model for this type of sensor andcompare it to the self-noise models of the standard obser-vatory sensor STS-2 (Streckeisen) and RefTek’s 151-120broadband seismometer, which both have natural periodsT0of 120 s.

We further report on the sensitivity of this technique tosensor misalignment and our success of eliminating leak-age of the omnipresent microseism noise into self-noise esti-mates by numerically rotating seismic traces in order to findreal self-noise.

1 Motivation

With ever-improving seismic instruments, processing meth-ods and computational capabilities it becomes important todistinguish between the various sources of noise that arerecorded in seismic data (Ringler et al., 2011).

One of these sources of noise is the seismograph itself,which is why for an assessment of its suitability for a givenpurpose and for reasons of quality control it is necessary tohave a means of estimating its self-noise.

Sleeman et al.(2006) propose a method of calculating theself-noise of seismographs using coherency analysis. Assum-ing the seismic background noise simultaneously recordedby three collocated, co-aligned sensors to be identical, theycompute auto-power spectra (Pii) and cross-power spectra(Pij ) of the recorded data in order to eliminate the signal ofcoherent background noise, and thus isolate and identify theincoherent portion, which can then be attributed to the in-strument. If the sensors are well isolated from non-seismic

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SD

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dB

0.001 0.01 0.1 1 10

Frequency [Hz]

Sensor Self-Noise

NHNM

NLNM

Median Ringler & Hutt

Min. Ringler & Hutt

Mode

Min

Fig. 1. Self-Noise model of the STS-2 as published bySleemanand Melichar(2012). In all of the self-noise curves the signatureof Earth’s microseisms, which are the dominant source of naturalseismic background noise in the pictured frequency range (Peterson,1993), can clearly be recognized (also see:Ringler and Hutt, 2010).

sources, then this procedure can be used to get an estimate oftheir self-noise.

2 Sensor alignment and finding true self-noise

While aforementioned method is intriguingly simple androbust in ideal cases, the computed self-noise estimatesstrongly depend upon the exact alignment of the collocatedinstruments.

Non-aligned sensors will record background-noise inco-herently, and thus this noise will not cancel out completelyfor three sensorsi, j , k. Instead, incoherently recorded

Published by Copernicus Publications on behalf of the European Geosciences Union.

Page 2: Instrument self-noise and sensor misalignment€¦ · Sleeman et al. (2006) propose a method of calculating the self-noise of seismographs using coherency analysis. Assum-ing the

18 A. Gerner and G. Bokelmann: Self-noise and misalignment

Sensor 3

N3 E3α3

�2

Sensor 2

N2

E2α2

�1Sensor 1

N1 E1α1

Fig. 2. Schematic view illustrating the misalignment between threesensors’ horizontal components and the rotation performed abouttheir z axes in order to align two sensors with the third (%i ).

background-noise will “leak” into self-noise estimatesN ofeach of the sensors:

Nii = Pii − Pji ·Pik

Pjk

. (1)

Sleeman and Melichar(2012) show that a misalignment oftwo sensors on the order of 0.2◦ may cause a significant por-tion (≈ 10 dB) of the background noise to remain in the self-noise spectrum.

This value of 0.2◦ is in the range of the max. guaranteederror in orthogonality of the STS-2’s sensing axes (Sleemanand Melichar, 2012). For the RefTek 151-60A instrumentsthis error in orthogonality is< 0.5◦ (personal communica-tion RefTek).

An exact alignment of the components of three collocatedsensors is hard to realize by setup alone. Optimal align-ment can subsequently be achieved by numerically rotat-ing the recorded traces, which has been described for non-orthogonal, three dimensional rotations for example byTasicand Runovc(2013). They perform rotations for the STS-2sensor, which physically has three non-orthogonal sensingaxes. In our case, with sensors physically having orthogonalsensing axes, we focus on aligning horizontal traces only, andthus restrict ourselves to orthogonal, two dimensional rota-tions of the horizontal components about theirz axis, search-ing for the angles of rotation that minimize their self-noiselevel in the microseismic band.

During fall 2011 we installed 15 151-60A sensors (nom-inal generator constantG = 2000 Vs m−1, with digitizersRefTek RT130) at the Conrad-Observatory in Austria and se-lected the quietest period of nine hours of continuous record-ings for our self-noise computations.

For the best recordings of 11 sensors we performed a grid-search for optimal angles of rotation with minimum self-noise in the approximate frequency range of the microseis-mic band (0.02–0.7 Hz) for both horizontal components sep-arately (%N & %E , 1% = 0.02◦) and all possible permutationsof triples of the 11 sensors (Fig. 2 for a schematic view). Anexample of this grid-search is shown in Figs. 3 and 4, resultsfor all 11 sensors are listed in Table A1.

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Fig. 3.Mean self-noise in the 0.02–0.7 Hz frequency range from in-crementally rotating the N/S-components of sensors B245 and B263in order to align them with B267.

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Fig. 4.Results from above experiment for the E/W-component. Theincrement used during the grid-search to find optimal alignment was1% = 0.02◦.

The comparably large number of identical sensors in-stalled enabled us to further compute self-noise curves forthe vertical components of 13 out of the 15 sensors and alltheir possible permutations of triples without prior numericalrotation. From these computations we selected 306 self-noisecurves in order to produce a statistically significant self-noisemodel for the vertical component of the RefTek 151-60A,and compare it to the available self-noise models of the STS-2 and the RefTek 151-120.

Adv. Geosci., 36, 17–20, 2013 www.adv-geosci.net/36/17/2013/

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A. Gerner and G. Bokelmann: Self-noise and misalignment 19

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New High Noise Model

New Low Noise Model

New Noise Models (Peterson)PSD of recorded noise (9 hrs.)Self−Noise from unrotated data

Fig. 5. Sensitivity study as to how much the misalignment of onesensor in a triple of sensors influences self-noise estimates partic-ularly in the microseismic band. As can be seen, the leakage isquite significant, reaching more than 10 dB at 0.3 Hz for 0.5◦ ofmisorientation. Self-noise estimates of the other two sensors (notshown here) exhibit only very small variations since they are stillwell aligned with each other.

3 Results

Our experiments showed that, given a good vertical align-ment of the sensors, we were able to completely removethe leakage of microseism noise into the self-noise estimatesthrough correct numerical rotation of the horizontal compo-nents (Fig. 5) of the RefTek 151-60A. The sensitivity studydepicted in Fig. 5 only included misalignment of one of thethree sensors and resulted in a leakage of≈ 10 dB of micro-seismic noise into the self-noise estimate at 0.3 Hz for 0.5◦ ofmisalignment. While the misalignment of one single sensorprimarily manifests itself in the self-noise results of that verysensor, a misalignment of all three sensors results in muchhigher values of leakage, comparable to those found throughnumerical experiments bySleeman and Melichar(2012).

With above-mentioned sensitivity to misalignment of thecoherency method applied in our study, and taking into ac-count the maximum possible, physical accuracy of the or-thogonality of the sensing axes of a sensor constrained bythe accuracy during the production process (< 0.5◦ for the151-60A), we performed our calculations for both horizon-tal components separately in order to confirm the manufac-turer’s specifications.

Assuming that the N/S- and E/W-sensing axes of three sen-sors were perfectly orthogonal, the best angles of rotation forboth horizontal components that minimize leakage of micro-seism noise into self-noise estimates, can be expected to beequal. From our experiments performed with a comparablylarge number of identical sensors however, we have foundthat the maximum difference between optimal angles%N/Sand%E/W was 0.83◦ ± 0.03◦, which corresponds to a best as-sumable error in orthogonality of 0.42◦

± 0.03◦ and is in verygood agreement with RefTek’s specifications mentioned be-fore (see Table A1).

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Period [s]

Frequency Response 151−60AFrequency Response 151−120New Low Noise Model (Peterson)

Average Self−Noise (151−60A)95th & 5th Percentiles (151−60A)Low/Med. Self−Noise (151−120)Low/Med. Self−Noise (STS−2 HG)

Fig. 6. Self-noise model for the RefTek 151-60A calculated fromdata (9 h) recorded at the Conrad Observatory by 15 collocatedsensors. Self-noise was computed for all possible permutations oftriples of sensors (vertical components only). From the results, 306self-noise curves of 13 sensors were selected for derivation of thismodel. To best estimate the instrument’s true self-noise, curves ofclearly misaligned triples of sensors were excluded.

Further, by means of calculating self-noise estimates forunrotated vertical components of 13 identical sensors in allpossible permutations of triples, we were able to establish aself-noise model for the RefTek 151-60A sensor (Fig. 6) andcompare it to the published self-noise models of the STS-2and the RefTek 151-120, which both are sensitive in a widerfrequency range and have lower self-noise.

4 Conclusions

By means of the experiments performed in this study we haveshown that, for the RefTek 151-60A sensor, we were able toremove the omnipresent peak in background noise caused byEarth’s microseisms from self-noise estimates through nu-merically rotating seismic traces of two sensors in order tooptimally align them with the third. While remains of this mi-croseisms signal can be found in self-noise models of severalsensors (Ringler and Hutt, 2010), but are well below the NewLow Noise Model (NLNM,Peterson, 1993), we demonstratethat their complete removal through numerical rotation ispossible for the RefTek 151-60A. Additionally, we can con-clude that outside the microseisms band, self-noise estimatesare not significantly compromised by sensor-misalignment.

Using the coherency technique proposed bySleeman et al.(2006), which turned out to be intriguingly stable even in thepresence of suboptimal background-noise conditions (PSDin Fig. 5), we were able to derive a self-noise model for thevertical component of the RefTek 151-60A broadband sensorfrom a number of 13 sensors, hence producing a statisticallysignificant result. Moreover, the use of this technique rendersour results directly comparable to those published recentlyby other authors. We are thus able to assess the quality andperformance of the RefTek 151-60A in terms of its self-noise

www.adv-geosci.net/36/17/2013/ Adv. Geosci., 36, 17–20, 2013

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20 A. Gerner and G. Bokelmann: Self-noise and misalignment

Table A1. Table listing the optimal angles of rotation (%N/%E) found to best align the horizontal components of 11 RefTek 151-60A sensors.Differences of the angles of rotations (%E − %N) are listed boldfaced below them. From these, the best assumable error in orthogonalitybetween N/S- and E/W-components is (%E − %N)/2.

Sensor 3 H⇒B209 B220 B221 B224 B225 B226 B234 B245 B263 B267 B32C

Sensor 1/2 ⇓

B209 0.000.30/0.70 −5.31/−5.46 0.02/0.27 3.27/3.66 0.57/1.03−0.59/−0.04 2.15/2.83 −3.82/−3.55 0.90/1.23 −0.32/−0.04

0.40 −0.15 0.25 0.39 0.46 0.55 0.68 0.27 0.33 0.28

B220−0.30/−0.70

0.00−5.61/−6.16 −0.28/−0.43 2.97/2.96 0.27/0.33 −0.89/−0.74 1.85/2.13 −4.12/−4.25 0.60/0.53 −0.62/−0.74

−0.40 −0.55 −0.15 −0.01 0.06 0.15 0.28 −0.13 −0.07 −0.12

B2215.31/5.46 5.61/6.16

0.005.33/5.73 8.58/9.12 5.90/6.47 4.72/5.42 7.46/8.29 1.49/1.91 6.21/6.69 4.99/5.52

0.15 0.55 0.40 0.54 0.57 0.70 0.83 0.42 0.48 0.53

B224−0.02/−0.27 0.28/0.43 −5.33/−5.73

0.003.25/3.39 0.55/0.76 −0.63/−0.28 2.13/2.56 −3.84/−3.82 0.88/0.96 −0.34/−0.21

−0.25 0.15 −0.40 0.14 0.21 0.35 0.43 0.02 0.08 0.13

B225−3.27/−3.66 −2.97/−2.96 −8.58/−9.12 −3.25/−3.39

0.00−2.68/−2.65 −3.86/−3.70 −1.12/−0.83 −7.09/−7.21 −2.37/−2.43 −3.59/−3.60

−0.39 0.01 −0.54 −0.14 0.03 0.16 0.29 −0.12 −0.06 −0.01

B226−0.57/−1.03 −0.27/−0.33 −5.90/−6.47 −0.55/−0.76 2.68/2.65

0.00−1.18/−1.04 1.57/1.82 −4.40/−4.56 0.32/0.23 −0.90/−0.95

−0.46 −0.06 −0.57 −0.21 −0.03 0.14 0.25 −0.16 −0.09 −0.05

B2340.59/0.04 0.89/0.74 −4.72/−5.42 0.63/0.28 3.86/3.70 1.18/1.04

0.002.75/2.87 −3.23/−3.51 1.50/1.28 0.28/0.10

−0.55 −0.15 −0.70 −0.35 −0.16 −0.14 0.12 −0.28 −0.22 −0.18

B245−2.15/−2.83 −1.85/−2.13 −7.46/−8.29 −2.13/−2.56 1.12/0.83 −1.57/−1.82 −2.75/−2.87

0.00−5.97/−6.37 −1.23/−1.62 −2.46/−2.77

−0.68 −0.28 −0.83 −0.43 −0.29 −0.25 −0.12 −0.40 −0.39 −0.31

B2633.82/3.55 4.12/4.25 −1.49/1.91 3.84/3.82 7.09/7.21 4.40/4.56 3.23/3.51 5.97/6.37

0.004.74/4.75 3.50/3.51

−0.27 0.13 −0.42 −0.02 0.12 0.16 0.28 0.40 0.01 0.01

B267−0.90/−1.23 −0.60/−0.53 −6.21/−6.69 −0.88/−0.96 2.37/2.43 −0.32/−0.23 −1.50/−1.28 1.23/1.62 −4.74/−4.75

0.00−1.23/−1.25

−0.33 0.07 −0.48 −0.08 0.06 0.09 0.22 0.39 −0.01 −0.02

B32C0.32/0.04 0.62/0.74 −4.99/−5.52 0.34/0.21 3.59/3.60 0.90/0.95−0.28/−0.10 2.46/2.77 −3.50/−3.51 1.23/1.25

0.00−0.28 0.12 −0.53 −0.13 0.01 0.05 0.18 0.31 −0.01 0.02

and in relation to other types of broadband sensors. With itsself-noise below the NLNM, approx. in the range of frequen-cies where its response is flat to velocity, we conclude that theRefTek 151-60A would be suitable for sites with noise levelsthat would prohibit taking advantage of the lower self-noiselevels of the STS-2 and the RefTek 151-120 (e.g. islands,shallow vaults).

Further, and maybe more importantly, our results suggestthat the coherency technique applied for estimation of instru-ment self-noise for both horizontal components separately, issufficiently sensitive to misalignment of the sensors’ compo-nents that it can be used to test the manufacturer’s specifi-cations as to the orthogonality of the sensing axes, given thatexperiments are conducted for a large number of sensors. Forthe instruments used in our experiments we found the orthog-onality between the two horizontal sensing axes to be in goodagreement with the parameters provided by RefTek.

References

Sleeman, R., van Wettum, A., and Trampert, J.: Three-Channel Cor-relation Analysis: A New Technique to Measure InstrumentalNoise of Digitizers and Seismic Sensors, Bull. Seism. Soc. Am.,96, 258–271, 2006.

Ringler, A. T., Hutt, C. R., Evans, J. R., and Sandoval, L. D.: AComparison of Seismic Instrument Noise Coherence AnalysisTechniques, Bull. Seism. Soc. Am., 101, 558–567, 2011.

Sleeman, R. and Melichar, P.: A PDF Representation of the STS-2 Self-Noise Obtained from One Year of Data Recorded in theConrad Observatory, Austria, Bull. Seism. Soc. Am., 102, 587–597, 2012.

Tasic, I. and Runovc, F.: Determination of a seismometer’s gener-ator constant, azimuth, and orthogonality in three-dimensionalspace using a reference seismometer, J. Seismol., 17, 807–817,2013.

Peterson, J.: Observations and Modelling of Seismic BackgroundNoise, Open File Report, U.S. Geological Survey, Albuquerque,93–322, 1993.

Ringler, A. T. and Hutt, C. R.: Self-Noise Models of Seismic Instru-ments, Seism. Res. Let., 81, 972–983, 2010.

Adv. Geosci., 36, 17–20, 2013 www.adv-geosci.net/36/17/2013/