OVERVIEW INTRODUCTION 3 WHAT'S MISSING? 4 OBJECTIVES 5

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OVERVIEW INTRODUCTION 3 WHAT'S MISSING? 4 OBJECTIVES 5 DISTORTION OF SEISMIC SOURCE SPECTRUM 6 PRINCIPLE 7 SEISMIC SOURCE SPECTRUM 8 EFFECT OF RECORDING INSTRUMENTS 9 SEISMOMETERS 9 CORRECTION FOR FREQUENCY RESPONSE 10 EFFECT OF NOISE ON DETERMINING SPECTRA 11 EVALUATION OF SEISMOGRAMS 12 FREQUENCY DOMAIN 12 FOURIER ANALYSIS A BRIEF REVIEW 13 TIME DOMAIN 14 Literature Dewey, J. & Byerly, P. (1969). The Early History of Seismometry (to 1900). Bull.Seism.Soc.Am., Vol.59, 189-227. Gibowicz, S.J. & Kijko, A. (1994). An Introduction to Mining Seismology. Academic Press, Inc., San Diego, California, 396 pages. Lay, T. & Wallace, T.C. (1995). Modern Global Seismology. Academic Press, Inc., 517 pages. Mendecki, A.J. (1997). Seismic Monitoring in Mines. Chapman & Hall, 262 pages. Scherbaum, F. (1996). Of Zeros and Poles. Fundamentals of Digital Seismology. In 'Modern Approaches in Geophysics', Kluwer Academic Publishers, 256 pages. Torge, W. (1989). Gravimetry. Walter de Gruyter, Berlin - New York. Software Scherbaum, F. (1992). Programmable Interactive Toolbox for Seismological Analysis (PITSA). IASPEI Software Library Volume 5. Lee, W.H.K. (ed.). IASPEI Working Group on Personal Computers, P.O.Box 'I', Menlo Park, CA 94026, U.S.A. Lenhardt 2 Introduction

INTRODUCTION to Seismometry & Restitution of Ground Motions & Interpretation of Seismograms Lenhardt 3 Introduction

WHAT'S MISSING? 1. special seismic source models 2. site response ray tracing absorption scattering reflectivity macroseismology 3. noise coupling effects simulating other instruments world wide networks 4. archiving concepts data formats evaluation routines Lenhardt 4 Introduction

OBJECTIVES Source topics Major Topics of Global Seismology Classical objectives Earth structure topics A. Source location A. Basic layering (crust, mantle, core) B. Energy release B. Continent-ocean differences C. Source type C. Subduction zone geometry D. Faulting geometry, area, displacement D. Crustal layering, structure E. Earthquake distribution E. Physical state of layers Current research objectives A. Slip distribution on faults A. Lateral variations in crust, mantle, core B. Stresses on faults and in Earth B. Topography of internal boundaries C. Faulting initiation/termination C. Inelastic properties of the interior D. Earthquake prediction D. Compositional/thermal interpretations E. Analysis of landslides, eruptions, etc. E. Anisotropy Primary Sources of Seismic Waves Internal External Mixed Earthquake faulting Wind, atmospheric pressure Volcanic eruptions Buried explosions Waves and tides Landslides Hydrological circulation Cultural noise Magma movements Meteorite impacts Abrupt phase changes Rocket launches, jet planes Mine bursts, rock spalliation Wave type Characteristic Seismic Wave Periods Period (s) Body waves 0.01-50 Surface waves 10-350 Free oscillations 350-3600 To achieve these goals, different instruments need to be employed. Lenhardt 5 Introduction

DISTORTION OF SEISMIC SOURCE SPECTRUM s0101 S (ω) = A (ω) I (ω) R (ω) B (ω) G (ω) with S (ω)... observed displacement spectrum A (ω)... spectrum of actual source signal I (ω)... instrument response R (ω)... site response incl. the effect of the free surface B (ω)... attenuation G (ω)... geometrical decay Lenhardt 6 Introduction

PRINCIPLE OF DISTORTION OF THE SEISMIC SOURCE SPECTRUM log F {u(t)} ω -k1 Source mechanism log ( ω) Interpretation ω ) log (- x/2qv ω -k2 log ( ω) Earth structure Alteration of seismic spectrum log F {u(t)} ω k3 Instrument log ( ω) log F {u(t)} ω? Seismic record log ( ω) Lenhardt 7 Introduction

SEISMIC SOURCE SPECTRUM Brune Model 1 The Brune earthquake model consists of a circular fault of radius 'r' along which a constant shear stress drop 'Δσ' takes place: M0 = c u () t dt = c Ω ( 0 ), r 3 7 M0 = 16Δσ, f S 0 = 2 kvr π with M 0... seismic moment (= G A D; G = modulus of rigidity, A = size of fault plane, D = average displacement) V s... shear wave velocity f 0... corner frequency of s-wave k... constant, describes shape of source model (~ 2.34 for Brune model) The moment magnitude 'M w ' is given by 2 : MW = 2 log( M0 ) 61. 3 ; M o given in Nm m0101 Expected source radius and corner frequency as function of moment and stress drop. Frequencies between f 0 /2 and 5f 0 must be recorded for seismic moment and energy determinations (from Mendecki, A.J. 1997). 1 see also Brune, J. 1970, 1971. Tectonic stress and the spectra of seismic shear waves from earthquakes. J.Geophys.Res., Vol.75, 4997-5009 (correction1971 in J.Geophys.Res., Vol.76, 5002). 2 Hanks, T.C. & Kanamori, H. 1979. A moment-magnitude scale. J.Geoph.Res. 84, 2348-2350 Lenhardt 8 Introduction

EFFECT OF RECORDING INSTRUMENTS SEISMOMETERS Depending on the instrument deployed, recorded waveforms appear different. Short-period instruments allow the detection of high frequent seismic signals (e.g. PKP phases of remote earthquakes), whereas long-period instruments permit the detection of signals with lower frequencies (e.g. ppkp phases). Broad-band instruments are a compromise and combine both advantages. s0102 top: SPZ short period instrument (WWSSN) centre: BBZ broad band instrument (KIRNOS) bottom: LPZ long period seismometer (WWSSN) remark: PKP = core phase of P-wave from distant earthquake (Fiji Islands, distance ~ 151 ) ppkp = surface reflection of PKP (can be used for focal depth determination) (see also Scherbaum, F. 1996) Lenhardt 9 Introduction

EFFECT OF RECORDING INSTRUMENTS CORRECTION FOR FREQUENCY RESPONSE Converting seismic traces from e.g. velocity to displacement traces often leads to distinct onsets, which would have been difficult to detect on the original trace. s01050107 top: velocity record bottom: corresponding displacement record reconstructed from velocity record (see also Scherbaum, F. 1996) Lenhardt 10 Introduction

EFFECT OF NOISE ON DETERMINING SPECTRA Geophone versus Accelerometer To create acceleration-seismograms from velocity records, differentiating velocity records may enhance unwanted high frequent noise, thus obscuring the seismic spectrum. m0109 x-axis: frequency (Hz), y-axis: amplitude top: pseudo-acceleration spectra (differentiated velocity record of geophone) bottom: acceleration spectra from accelerometer (see also Mendecki, A.J. 1997) Lenhardt 11 Introduction

EVALUATION OF SEISMOGRAMS FREQUENCY DOMAIN s0108 Displacement spectrum for P-wave after instrument correction (from Scherbaum, F. 1996). The seismic moment is given by the flat portion of the spectrum 'Ω( 0 )', with 'c' being a factor taking account of distance, attenuation and radiation: Mo = c u () t dt = c Ω( 0 ) Lenhardt 12 Introduction

FOURIER ANALYSIS A BRIEF REVIEW Every periodic and non-harmonic process can be represented by a sum of harmonic time-series. The frequency-dependent amplitude of each harmonic time-series depends on the shape of the nonharmonic process. A time-series f(t) can be approximated by the sum of 1 st and higher harmonics a and b. f ( t) = a0 + a1 cosω t + a2 cos 2ωt +... + b1 sin ωt + b2 sin 2ωt +... The latter parameters constitute the frequency dependent amplitudes (a²+b²) 1/2 and phases arctan(a/b) of the desired Fourier spectrum. The Fourier-transform for a time series f(t) is 3 1 iωt f ( t) = F( ω) e dω = 2π a0 + a1 cosωt + a2 cos 2ωt +... + b1 sin ωt + b2 sin 2ωt +... 1 iωt 1 F( ω) = f ( t) e dt = f ( t)(cosωt i sin ωt) dt 2π 2π Consider effects of limited bandwith, clipping and/ or dynamic range and the sampling rate! Which influence would they have on spectral analysis? Which wrong conclusions could be drawn? 3 remember that e iωt = cos(ωt) + i*sin(ωt) and e -iωt = cos(ωt) i*sin(ωt), i = -1. Lenhardt 13 Introduction

TIME DOMAIN s0109 Various parameters are necessary to describe and evaluate seismic onsets (from Scherbaum, F. 1996). The seismic moment of the signal is given by integration of the displacement pulse 'u(t)', with 'c' being a factor taking account of distance, attenuation and radiation: Mo = c u () t dt = c Ω( 0 ) Other parameters in the time domain are: 1. t 01-, t 01, t 01+... arrival time with error margin (depending on noise level!) 2. a 1extr, t 1ext r... amplitude and time of first extremum 3. a max, t max... amplitude and time of maximum amplitude 4. a min, t min... amplitude and time of minimum amplitude 5. t end... end of signal (depending on noise level!) 6. t 01, t 02, t r start and end-time of signal used to determine the signal moment, rise time 7. envelope affected by attenuation 8. & other onsets and extremes with different periods. Lenhardt 14 Introduction