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    E041 ESTIMATING STATISTICAL PARAMETERS FROM TUNNEL

    SEISMIC DATAA. KASLILAR 1,3 , Y.A. KRAVTSOV 2 , S.A. SHAPIRO 3 , S. BUSKE 3 , R. GIESE 4 and TH. DICKMANN 5

    1Department of Applied Mathematics, Delft University of Technology,P.O. Box 5031, 2600 GA Delft , The Netherlands.

    2Maritime University, Poland.3Freie Universitaet, Germany.

    4

    GFZ Potsdam, Germany.5Amberg Measuring Technique (AMT), Switzerland.

    Summary

    Estimation of the seismic velocity field by deterministic methods resolves large scale structures of the

    medium. When the medium becomes inhomogeneous, the use of statistical methods can help to resolve

    the small scale variations of the velocity field.

    In this study, the travel time fluctuations of first-arrival P waves are studied in the framework of geometrical

    optics for estimating the statistical parameters of the medium in the Gotthard Base Tunnel, Multifunctional

    Station (MFS) Faido, Switzerland. In particular, the standard deviation of velocity fluctuations and the

    inhomogeneity scale length in the horizontal direction are estimated.

    Introduction

    Information on statistical properties of inhomogeneities in the elastic medium can be necessary for estimat-

    ing uncertainties of seismic images. This is especially important for inhomogeneities of a size at the limit of

    the seismic resolution. Statistical properties of heterogeneities can be used in seismic inversion, combined

    with geostatistical approaches. Moreover, statistics of heterogeneities might serve as a new seismic attribute

    useful for building a bridge between seismic and lithological rocks classification.

    Statistical inverse problems in reflection seismics were studied by Touati (1999), Iooss et al. (2000) and

    Gaerets et al. (2001). Detailed analysis of traveltime statistics of reflected waves was performed by Kravtsov

    et al. (2003a).

    Kravtsov et al. (2003b) extracted statistical parameters from refracted waves and verified theoretical results

    by numerical calculations. In the study here, a real data application of the method is carried out by using

    tunnel seismic data. It is seen that some limitations arise in the application of the method. By applying the

    method, the standard deviation of the medium fluctuations and the inhomogeneity scale length in horizontal

    direction are estimated.

    Method for estimating statistical parameters

    The traveltime fluctuations of refracted waves are studied in the framework of geometrical optics. The

    properties of the inhomogeneous elastic medium are characterized by the refractive index n(r) which isrelated to the wave velocity as n(r) = V0/V(r). V0 is the velocity near the earths surface and V(r) is thevelocity at position r. For the analysis of the travel time fluctuations, the following relation between the

    travel time and the optical path (r) is used (Kravtsov et.al., 2003b):

    t =(r)

    v0=

    1

    v0

    n[r(s)]ds, (1)

    where r(s) is the ray trajectory and s is the arclength.A smoothly inhomogeneous random elastic medium is assumed and only first-order perturbations are con-

    sidered. In a smoothly inhomogeneous random elastic medium the refractive index n can be represented asthe sum of an average (regular), n(r), and a random, n(r), part:

    n(r) = n(r) + n(r). (2)

    EAGE 66th Conference & Technical Exhibition Paris, France, 7 - 10 June 2004

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    Travel time, velocity and other parameters of interest can also be represented in the form of Eq.(2). In the

    framework of the first-order perturbation theory the value v = v v is connected with n by the linearrelation

    v = v2n

    v0. (3)

    Correspondingly, the travel time fluctuations are represented by

    t =

    v0=

    1

    v0

    nds, (4)

    which deals with integration of fluctuations n along an unperturbed ray.We consider a regular ray trajectory in a plane-layered medium with refractive index n and a constant veloc-ity gradient depending on the vertical coordinate z. We suppose that velocity fluctuations v are proportionalto average velocity v(z):

    v(z) = v(z), (5)

    where is a statistically homogeneous random field with a Gaussian correlation function and variance 2 .The variance of the traveltime fluctuations is represented by

    2t (, ) = DJ(, ), (6)

    where

    D =

    lz

    2

    H

    v20

    , (7)

    and

    J(, ) = B2/2/2

    d

    (B2 2)3/2

    2(B2 2) + 2. (8)

    The value ( = X/H) represents the dimensionless distance, where X is the end point of the ray andH is the ratio of the near-surface velocity, V0, to the velocity gradient, k; H = V0/k. The B parameter

    is defined as B() =

    1 + (/2)2. The ratio of the inhomogeneity scale length in the vertical directionlz to the inhomogeneity scale length in horizontal direction lx is represented by = lz/lx. The integralcalculated numerically for = 0.1, 1, 10 is presented in Fig.1. In the case of large offsets ( 1) thestatistical parameters of the medium 2 lz and = lz/lx can be extracted by using non-linear fitting betweenthe relation given in Eq.(6) and experimental data. By using the travel time covariance function which is

    expressed in Kravtsov et al. (2003b) the inhomogeneity scale length lx can be estimated. Estimation oflx ensures to estimate lz and . For the application of the method considered here, a sufficient numberof medium realisations and large offsets are necessary. The numerical simulations for large offsets can be

    found in Kravtsov et al. (2003b). If the offset () of the experimental data is not much larger than unityand there are not enough medium realisations, it is seen that some limitations arise in the application of the

    method.In the case of small offsets ( 1), Eq. (8) can be approximated as J(, ) / and the non-linearrelation between 2t , , and given by Eq.(6) becomes

    2t (, ) =

    lz

    2

    H

    v20

    =

    lx

    2

    H

    v20

    . (9)

    Then it is not possible to estimate 2 lz and separately and only the quantity of 2

    / = 2

    lx can be

    extracted instead of2 lz and . For estimating lx, the zero cross intervals of the first derivative of the traveltime fluctuations are used. The lx value is estimated by averaging these intervals.

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    Figure 1: J(, ) versus calculated numerically for = 0.1, 1, 10.

    Application to the Tunnel Seismic Data

    The theory is applied to the observed travel times of Multifunctional Station Faido of the Gotthard Base

    Tunnel (Switzerland). The geology of the area consists of a Penninic Gneiss Zone of the Switzerland Alps.

    The seismic measurements were carried out by GFZ Potsdam and Amberg Measuring Technique, Zurich.

    The shots were recorded with three component geophone anchor rods which were placed in 2m deep bore-

    holes. The shot and receiver group intervals were 1m and 10m, respectively. By using the results of the

    tomography from Giese et al. (2002), the region where strong velocity variations are estimated were used

    for the application of the method. For the selected region the considered numbers of shots and receivers are146 and 10, respectively. Although the real geometry has sparse sampling, the data were processed by using

    reciprocity. Each shot-receiver group is considered as a medium realization.

    The theoretical travel time curve for refracted waves are fitted to the observed traveltimes for each shot-

    receiver group for estimating the velocity at the near-surface, V0, and the velocity gradient, k of the medium(Fig. 2a). The travel time fluctuations are calculated by taking the difference between the theoretical and

    observed travel times (Fig 2b). The average near-surface velocity and the average velocity gradient were es-

    timated as V0 = 5403m/s and k = 27.74s1 respectively, which gives H = V0/k 195m. The maximum

    offset used in this study were 150m, the value was calculated as = X/H = 0.769.To estimate 2 lx, the variance of the travel time fluctuations are calculated by using the following equation

    2t =< t2 >= 1N

    Ni=1

    ti(x)

    2 . (10)

    By using a linear fitting procedure between Eq. (9) and real data, 2 lx is estimated as 0.026m, (Fig.3).By using the first derivative of the average travel time fluctuations, the average of the zero cross intervals

    are calculated to estimate the horizontal inhomogeneity scale length lx. The estimated result is found aslx = 13m. By using the estimated lx value in 2 lx, is estimated as 4.5%.

    - 300- - 200- - 100 0 500

    0.02

    0.04

    0.06

    X(m)

    t(s)

    0 0.2 0.4 0.6 0.8- 0.0006

    0

    0.0008

    g

    t(s)

    (a) (b)

    Figure 2: (a) Observed traveltimes (solid line) fi tted to the theoretical traveltimes (dashed line) of refracted waves.(b) Traveltime fluctuations calculated by taking the difference between the observed and theoretical traveltimes.

    EAGE 66th Conference & Technical Exhibition Paris, France, 7 - 10 June 2004

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    0 0.2 0.4 0.6 0.8

    0

    1 10- 7

    3 10- 7

    5 10- 7

    7 10- 7

    g

    st

    2 2

    (s )

    X

    X

    X

    X

    Figure 3: The variance of the average traveltime fluctuations (thin line) and the fi tted line (thick line) to this data.

    Conclusions

    In this study the statistical parameters; standard deviation of the fluctuations and the inhomogeneity scale

    length in horizontal direction are estimated as = 4.5%, lx = 13m respectively. The average near-surfacevelocity of the medium is estimated as V0 = 5403m/s which is in agreement with the tomography resultsof Giese et al. (2002). Considering the dominant frequency for P waves (800Hz.), the corresponding wave-

    length is 6.75m. The estimated inhomogeneity scale length is nearly twice of the wavelength, which allows

    to connect the fluctuations to medium variations. As a further study, the estimated statistical parameters

    will be used in the tomographic inversion of the seismic wavefield to improve the accuracy of the velocity

    field estimation. Although there is no clear geologic evidence of the inhomogeneities in this order, the di-

    mensions of objects like quartz and amphibolite lenses present in the area will be studied in more detail to

    compare the estimated results with the real geology.

    References

    Gaerets, D., Galli, A., Ruffo, P. and Della Rossa, E., 2001. Instantaneous velocity field characterization

    through stacking velocity variography, 71th Ann. Internat. Mtg., Soc. Expl. Geophys., Expanded Abstracts,

    1-4.

    Giese, R., Klose, C., Otto, P., Selke, C. and Borm, G., 2002. Investigation of fault zones in the Penninic

    gneiss complex of the Swiss Central Alps using tomographic inversion of the seismic wavefield along tun-

    nels, EGS XXVII General Assembly, Nice, France, 21-26 April.Iooss, B., Blanc-Benon, Ph. and Lhuillier, C., 2000. Statistical moments of travel times at second order in

    isotropic and anisotropic random media, Waves in Random Media, 10, 381-394.

    Kravtsov, Y.A., Muller, T.M., Shapiro, S.A. and Buske, S., 2003a. Statistical properties of reflection travel-

    times in 3D randomly inhomogeneous and anisomeric media, Geophys. J. Int., 154, 841-851.

    Kravtsov, Y.A., Kasllar, A., Shapiro, S.A., Buske, S.and Muller, T., 2003b. Extracting statistical parameters

    of elastic medium from refraction traveltimes, submitted to Geophys. J. Int.

    Touati, M., Iooss, B. and Galli, A., 1999. Quantitative control of migration: A geostatistical approach,

    Mathematical Geology, 31, 277-295.