Marine seismology companies invest heavily in the development of marine seismic surveying equipment and seismic data processing techniques in order to obtain accurate, high-resolution seismic images of subterranean formations located beneath a body of water. High-resolution seismic images of a subterranean formation are used to determine the structure of subterranean formations, discover petroleum reservoirs, and monitor petroleum reservoirs during production. A typical marine seismic survey is carried out with one or more survey vessels that tow one or more seismic sources and a number of streamers through the body of water. The survey vessel contains seismic acquisition equipment, such as navigation control, seismic source control, seismic receiver control, and recording equipment. The seismic source control controls activation of the one or more seismic sources at selected times or locations. A seismic source can be an impulsive source, such as an array of air guns, that are activated to produce acoustic energy with an impulsive signature. A seismic source can be a marine vibrator that emits acoustic energy with a substantially constant signature over a much longer time period. The acoustic energy generated by a seismic source spreads out in all directions. A portion of the acoustic energy travels down through the water and into a subterranean formation to propagate as sound waves within the subterranean formation. At each interface between different types of rock and sediment, a portion of the sound wave is refracted, a portion is transmitted, and another portion is reflected back into the body of water to propagate toward the water surface. The streamers are elongated spaced apart cable-like structures towed behind a survey vessel in the direction the survey vessel is traveling (i.e., in-line direction) and are typically arranged substantially parallel to one another. Each streamer contains a number of seismic receivers or sensors that detect pressure and/or particle motion wavefields of the sound waves. The streamers collectively form a seismic data acquisition surface that records the wavefields as seismic data in the recording equipment. The recorded pressure and/or particle motion wavefields are processed to produce images of the subterranean formation.
Ideally, streamers maintain a static linear configuration as the streamers are towed through a body of water during seismic data recording. In practice, however, the streamers pass through changing water conditions, such as upwellings, swells, changing free surface conditions, and shifting currents, that create smooth undulations along the lengths of the streamers. The changing water conditions cause the locations of the receivers to vary over time and distance, introducing time-variant positioning errors in the locations of seismic events recorded in the seismic data. The errors may be mitigated in traditional marine surveys by recording seismic data in favorable water and weather conditions or recording in short recording time intervals. For example, in a typical marine survey, after each activation of the source, seismic data is recorded in short recording time intervals of about 8-12 seconds. Receiver motion correction techniques can be applied to the seismic data to correct small or negligible displacement by shifting seismic events to the positions the events would have been recorded in had the receivers remained stationary during seismic data recording. On the other hand, the receivers may experience much larger displacements from the linear configuration over time and distance in marine surveys carried out in rough water and weather conditions or marine surveys conducted with long recording time intervals (e.g., greater than 12 seconds), such as marine surveys conducted with marine vibrators or continuous recording. Typical receiver motion correction techniques do not adequately correct for large receiver displacements. As a result, conventional wavefield separation techniques fail to adequately separate the wavefields into upgoing and downgoing wavefield components, resulting in inaccurate images of subterranean formations.
This disclosure is directed to processes and systems that correct receiver motion in seismic data recorded with multicomponent receivers in a marine seismic survey, and that separate wavefields recorded in the seismic data into receiver-motion-corrected upgoing and downgoing wavefields. Processes and systems compute a reverse-time receiver-motion-corrected downgoing pressure wavefield at each location of a static downgoing observation level based on the recorded seismic data and compute a reverse-time receiver-motion-corrected upgoing pressure wavefield at each location of a static upgoing observation level based on the recorded seismic data. The reverse-time receiver-motion-corrected downgoing pressure wavefields are forwarded in time to obtain corresponding receiver-motion-corrected downgoing pressure wavefields at locations of the static downgoing observation level. The reverse-time receiver-motion-corrected upgoing pressure wavefields are forwarded in time to obtain corresponding receiver-motion-corrected upgoing pressure wavefields at locations of the static upgoing observation level. One or both of the receiver-motion-corrected upgoing and downgoing pressure wavefields are extrapolated to locations along a static observation level. For example, the static observation level may be the upgoing observation level, the downgoing observation level, or an observation level located between the upgoing and downgoing observation levels. As a result, the receiver-motion-corrected upgoing and downgoing pressure wavefields are corrected for receiver motion as if wavefield separation had been performed on a pressure wavefield measured by pressure sensors located along the static observation level. Images of subterranean formations, also called “seismic images,” are generated based at least in part on the receiver-motion-corrected upgoing pressure wavefield and the receiver-motion-corrected downgoing pressure wavefield. Because the receiver-motion-corrected upgoing and downgoing pressure wavefields are located at the same static observation level, the images generated from the receiver-motion-corrected upgoing and downgoing pressure wavefields are free of adverse effects created by arbitrary depth and time displacement variations in the multicomponent receivers.
Streamer depth below the free surface 112 can be estimated at various locations along the streamers using depth-measuring devices attached to the streamers. For example, the depth-measuring devices can measure hydrostatic pressure or utilize acoustic distance measurements. The depth-measuring devices can be integrated with depth controllers, such as paravanes or water kites that control and maintain the depth and position of the streamers as the streamers are towed through the body of water. The depth-measuring devices are typically placed at intervals (e.g., about 300 meter intervals in some implementations) along each streamer. Note that in other implementations buoys may be attached to the streamers and used to maintain the orientation and depth of the streamers below the free surface 112.
The waves that compose the reflected wavefield may be generally reflected at different times within a range of times following the initial source wavefield. A point on the formation surface 122, such as the point 138, may receive a pressure disturbance from the source wavefield more quickly than a point within the subterranean formation 120, such as points 140 and 142. Similarly, a point on the formation surface 122 directly beneath the source 104 may receive the pressure disturbance sooner than a more distant-lying point on the formation surface 122. Thus, the times at which waves are reflected from various points within the subterranean formation 120 may be related to the distance, in three-dimensional space, of the points from the activated source 104.
Acoustic and elastic waves may travel at different velocities within different materials as well as within the same material under different pressures. Therefore, the travel times of the source wavefield and reflected wavefield may be functions of distance from the source 104 as well as the materials and physical characteristics of the materials through which the wavefields travel. In addition, expanding wavefronts of the wavefields may be altered as the wavefronts cross interfaces and as the velocity of sound varies in the media traversed by the wavefront. The superposition of waves reflected from within the subterranean formation 120 in response to the source wavefield may be a generally complicated wavefield that includes information about the shapes, sizes, and material characteristics of the subterranean formation 120, including information about the shapes, sizes, and locations of the various reflecting features within the subterranean formation 120 of interest to exploration seismologists.
Each receiver 118 may be a multicomponent sensor including particle motion sensors and a pressure sensor. A pressure sensor detects variations in water pressure over time. The term “particle motion sensor” is a general term used to refer to a sensor that may be configured to detect particle displacement, particle velocity, or particle acceleration over time. , t), where
represents the Cartesian coordinates (x, y, z) of a receiver, and t represents time. Pressure wavefield data is simply referred to as the pressure wavefield. The particle motion sensors may be responsive to water motion. In general, particle motion sensors detect particle motion (i.e., displacement, velocity, or acceleration) in a direction and may be responsive to such directional displacement of the particles, velocity of the particles, or acceleration of the particles. A particle motion sensor that measures particle displacement generates particle displacement data denoted by g
(
, t), where the vector
represents the direction along which particle displacement is measured. A particle motion sensor that measures particle velocity (i.e., particle velocity sensor) generates particle velocity wavefield data denoted by v
(
, t). A particle motion sensor that measures particle acceleration (i.e., accelerometer) generates particle acceleration data denoted by a
(
, t). The data generated by one type of particle motion sensor may be converted to another type. For example, particle displacement data may be differentiated to obtain particle velocity wavefield data, and particle acceleration data may be integrated to obtain particle velocity wavefield data.
The term “particle motion data” is a general term used to refer to particle displacement data, particle velocity wavefield data, or particle acceleration data. The term “seismic data” refers to pressure wavefield data and/or particle motion data. Particle displacement data represents a particle displacement wavefield, particle velocity wavefield data represents a particle velocity wavefield, and particle acceleration data represents particle acceleration wavefield. The particle displacement, velocity, and acceleration wavefield data are referred to as particle displacement, velocity, and acceleration wavefields.
The particle motion sensors are typically oriented so that the particle motion is measured in the vertical direction (i.e., =(0,0, z)) in which case gz(
, t) is called vertical wavefield displacement data, vz(
, t) is called vertical velocity wavefield, and az(
, t) is called vertical acceleration wavefield. Alternatively, each receiver may include two additional particle motion sensors that measure particle motion in two other directions,
1 and
2, that are orthogonal to
(i.e.,
·
1=
·
2=0, where “·” is the scalar product) and orthogonal to one another (i.e.,
1·
2=0). In other words, each receiver may include three particle motion sensors that measure particle motion in three orthogonal directions. For example, in addition to having a particle motion sensor that measures particle velocity in the z-direction to give vz(
, t), each receiver may include a particle motion sensor that measures the wavefield in the in-line direction in order to obtain the in-line velocity wavefield, vx(
, t), and a particle motion sensor that measures the wavefield in the cross-line direction in order to obtain the cross-line velocity wavefield, vy(
, t). In certain implementations, the receivers may be only pressure sensors, and in other implementations, the receivers may be only particle motion sensors. The three orthogonal velocity wavefield sets form a velocity wavefield vector
=(vx, vy, vz).
The streamers 106-111 and the survey vessel 102 may include sensing electronics and data-processing facilities that allow seismic data generated by each receiver to be correlated with the time each source of the source 104 is activated, absolute positions on the free surface 112, and absolute three-dimensional positions with respect to an arbitrary three-dimensional coordinate system. The pressure wavefield and particle motion data may be stored at the receiver, and/or may be sent along the streamers and data transmission cables to the survey vessel 102, where the data may be stored electronically or magnetically on data-storage devices located onboard the survey vessel 102 and/or transmitted onshore to a seismic data-processing facility.
Each pressure sensor and particle motion sensor may include an analog-to-digital converter that converts time-dependent analog signals into discrete time series that consist of a number of consecutively measured values called “amplitudes” separated in time by a sample rate. The time series data generated by a pressure or particle motion sensor is called a “trace,” which may consist of thousands of samples collected at a typical sample rate of about 1 to 5 samples per millisecond. A trace is a recording of a subterranean formation response to acoustic energy that passes from an activated source, into the subterranean formation where a portion of the acoustic energy is reflected and/or refracted, and ultimately detected by a sensor as described above. Each trace records variations in time-dependent amplitudes that corresponds to fluctuations in acoustic energy of the wavefield measured by the sensor. In general, each trace is an ordered set of discrete spatial and time-dependent pressure or motion sensor amplitudes denoted by:
tr(,t)={A(
,tj)}j=0J−1 (1)
where
tr represents pressure, particle displacement, particle velocity, or particle acceleration amplitude;
A represents amplitude;
tj is the j-th sample time; and
J is the number of time samples in the trace.
The coordinate location of each receiver may be calculated from global position information obtained from one or more global positioning devices located along the streamers and depth measuring devices, such as hydrostatic pressure sensors, and the known geometry and arrangement of the streamers and receivers. The receiver location varies with time and is also denoted by
(t) (i.e.,
=
(t)=(x(t), y(t), z(t))). Each trace also includes a trace header not represented in Equation (1) that identifies the specific receiver that generated the trace, receiver and source GPS spatial coordinates, receiver depth, and may include time sample rate and the number of time samples.
As explained above, the reflected wavefield typically arrives first at the receivers located closest to the sources. The distance from the sources to a receiver is called the “source-receiver offset,” or simply “offset.” A larger offset generally results in a longer arrival time delay. The traces are collected to form a “gather” that can be further processed using various seismic data processing techniques to obtain information about the structure of the subterranean formation. The traces may be sorted into different domains, such as a common-shot domain, common-receiver domain, common-receiver-station domain, and common-midpoint domain. For example, a collection of traces sorted into the common-shot domain are called a common-shot gather and a collection of traces sorted into common-receiver domain are called a common-receiver gather.
Each trace records the primaries and various types of multiples. For example, pressure wavefield p(, t) generated at the receiver 302 records the primary and multiple reflections, and vertical velocity wavefield vz(
, t) also generated at the receiver 302 records the primary and multiple reflections. The pressure wavefield p(
, t) and the vertical velocity wavefield vz(
, t) record both upgoing and downgoing pressure and vertical velocity wavefields, respectively, that reach the receiver 302.
When seismic data is recorded in favorable water or weather conditions or recorded in short recording time intervals of about 8-12 seconds, conventional wavefield separation and receiver motion correction techniques can be used to compute upgoing and downgoing wavefield components of the pressure wavefield recorded in seismic data. However, when the seismic data is recorded in rough water or weather conditions or recorded in longer recording time intervals, such as recording time intervals greater than about 12 second, displacement of the receivers an ideal linear streamer configuration may vary over time and distance with some receivers reaching maximum streamer displacement variation. Large receiver displacements along undulating streamers cannot be effectively corrected using conventional receiver motion correction techniques. As a result, conventional wavefield separation techniques fail to separate the pressure wavefield into upgoing and downgoing pressure wavefield components. Seismic images produced from such upgoing and downgoing wavefields are distorted and the locations of interfaces in the seismic images are inaccurate and have poor resolution.
Processes and systems described below combine receiver motion correction and wavefield separation for seismic data recorded with depth-varying multicomponent streamers.
In
Processes and systems that combine receiver motion correction and wavefield separation to obtain receiver-motion-corrected upgoing and downgoing pressure wavefields executed in block 603 of
=
(t), as described above with reference to Equation (1). Directional arrows 710 and 712 represent the forward direction a source 714 and the streamer 706 travel through the body of water below the free surface 702. Dashed line 716 represents a static downgoing observation level located in the horizontal xy-plane at a constant depth zRd between the free surface 702 and the shallowest receiver of the streamer 706. Curves 718 and 720 represent upper and lower surfaces of an inner surface denoted by Sin(tA) that encloses the streamer 706, where tA represents time in the physical state A. In physical state A, it is assumed that there are no active sources and that wavefields are zero everywhere outside the location of the moving streamer 706.
Let ptA(, tA) represent the pressure wavefield and
A(
, tA)=(vzA(
, tA), vyA(
, tA), vzA(
, tA)) represent the velocity vector wavefield measured by collocated pressure and particle motion sensors of a receiver of the streamer 706. The three components of the velocity vector wavefield measured at each receiver location are used to determine the gradient in the pressure wavefield at each receiver. The velocity vector wavefield is transformed from the space-time domain to the space-frequency domain:
A(
,tA)→
A(
,ω) (2)
where ω is the angular frequency of the particle velocity wavefield.
The velocity vector wavefield may be transformed from the space-time domain to the space-frequency domain using a discrete Fourier transform (“DFT”) or a fast Fourier transform (“FFT”). The gradient of the pressure wavefield at the receiver location in the space-frequency domain is given by:
is the gradient operator.
The gradient of the pressure wavefield is transformed from the space-frequency domain to the space-time domain to obtain the gradient of the pressure wavefield in the space-time domain of the physical state A:
∇ptA(,ω)→∇ptA(
,tA) (4)
The gradient of the pressure wavefield may be inverse transformed from the space-frequency domain to the space-time domain using an inverse DFT or an inverse FFT.
The recorded pressure wavefield and the gradient of the pressure wavefield at each receiver location are time reversed.
A reverse-time recorded pressure wavefield and a reverse-time gradient of the pressure wavefield are given by:
{tilde over (p)}tA(,tA)=ptA(
,Tmax−tA) (5a)
∇{tilde over (p)}tA(,tA)=∇ptA(
,Tmax−tA) (5b)
where “˜” denotes reverse time.
Rd=(xR, yR, zRd). Locations along the downgoing observation are located at the same depth zRd.
In the free-space virtual state B, a monopole source is conceptually located at each location Rd of the downgoing observation level 716. Each monopole source generates an acoustic impulse with a pressure wavefield denoted by ptB(
, tB;
Rd, ts), where ts represents the time at which the pressure wavefield is generated by the monopole source, (
Rd, ts) represents the coordinate location of the monopole source at time ts, and (
, tB) represents the coordinate location
of a receive along the streamer 706 at the time tB.
A monopole source pressure wavefield that travels from a monopole source to a receiver location of the streamer 706 is represented by a Green's function:
where
δ(tB−ts−rd/c) is a Dirac delta function;
c is the speed of sound in the body of water; and
rd=√{square root over ((x−xR)2+(y−yR)2+(z−zRd)2)}.
The Green's function is a model of impulsive acoustic energy output from a monopole source as a function of distance between the location Rd of the monopole source along the downgoing observation level and a receiver location
of the streamer 706. A gradient of the monopole source pressure wavefield that travels from a monopole source to a receiver location of the streamer is represented as follows:
The reverse-time pressure wavefield and reverse-time gradient of the pressure wavefield of the physical state A and the monopole source pressure wavefield and gradient of the monopole source pressure wavefield of free-space virtual state B are summarized in Table I as follows:
, tA) ≠ 0 for
∈ Sin(tA)
, tB;
Rd, ts)
, tA) ≠ 0 for
∈ Sin(tA)
, tB;
Rd, ts)
, tA) = ∇{tilde over (p)}tA(
, tA) = 0
∉ Sin(tA)
−
Rd)
Applying the acoustic reciprocity theorem to the wavefields in physical state A and the free-space virtual state B (See e.g., Seismic Applications of Acoustic Reciprocity, by J. T Fokkema and P. M. van den Berg, pp. 95-103, Elsevier Science 1993) gives the following integral representation:
where
S=Sout+Sin is the outer surface Sout and the inner surface Sin;
V=Vout−Vin is the volume enclosed by the outer surface Sout minus the volume enclosed by the inner surface Sin; and
is the outward normal vector to the outer surface Sout and the inner surface Sin shown in
Solving the volume integral of the source term in Equation (7) and applying the Sommerfeld radiation condition (See e.g., Optics lectures on theoretical physics, Vol. IV., by A. Sommerfeld, New York, Academic Press Inc., 1954) on the surface integral S in Equation (7) as the radius of S approaches infinity gives:
Applying source-receiver reciprocity to the monopole source pressure wavefield and the gradient of the monopole source pressure in the free-space virtual state B gives a reverse-time monopole source pressure wavefield in the free-space virtual state B:
and gives the reverse-time gradient of the monopole source pressure wavefield:
where
t=tA+tB−ts; and
τ=tA.
With source-receiver reciprocity, time is reversed in the free-space virtual state B. The receivers located along the streamer 706 are replaced by monopole sources. The monopole sources located along the downgoing observation level 716 are replaced by receivers.
of the streamer 706 to the location
Rd 806.
Substituting the reverse-time monopole source pressure wavefield and gradient of the reverse-time monopole source pressure wavefield of Equations (9a) and (9b) into Equation (8) gives:
Substituting t=tA+tB−ts and τ=tA into Equation (10) followed by integrating over time τ from −∞ to ∞ gives an integral representation of the reverse-time receiver-motion-corrected downgoing pressure wavefield at a location Rd of the downgoing observation level 716 and at time sample t as follows:
{tilde over (p)}tA(Rd,t)down=∫−∞∞∫S
,τ)∇{tilde over (p)}tB(
Rd,t−τ;
,0)−{tilde over (p)}tB(
Rd,t−τ;
,0)∇{tilde over (p)}tA(
,τ)]·
dSindr (11)
The inner surface integral is the pressure wavefield output from the streamer 706 to the location Rd of the downgoing observation level 716 at time τ. The outer time integral over all time τ represents the pressure wavefield output from the streamer 706 to the location
Rd of the downgoing observation level 716 for all time.
In practice, the time τ in Equation (11) is limited to discrete time samples in the recording time interval [0, Tmax]. In addition, as displayed in Table I above, the pressure wavefields {tilde over (p)}tA(, tA) and ∇{tilde over (p)}tA(
, tA) are zero except for receivers located along the streamer 706. As a result, computation of the reverse-time receiver-motion-corrected downgoing pressure wavefield at the location
Rd of the downgoing observation level 716 and time sample t may be performed using the following double summation:
where
Δx and Δy are separation distances between receivers in the in-line and cross-line directions, respectively; and
Δt is time sampling interval between time samples in the recording time interval [0, Tmax].
Computation of the reverse-time downgoing pressure wavefield according to Equation (12) is repeated for each location Rd of the downgoing observation level 716 and for each time sample tin the recording time interval [0, Tmax].
Rd 902 of the downgoing observation level 716. Each ray path represents a portion of the downgoing pressure wavefield propagated in reverse time from a receiver of the streamer 706 to the location
Rd 902. For example, ray path 904 represents a portion of the downgoing pressure wavefield propagated in reverse time from a receiver location 906 of the streamer 706 to the location
Rd 902. Equation (12) approximates reverse-time downgoing pressure wavefield at the location
Rd as a sum of the pressure wavefields that propagate from the receivers of the streamer 706 to the location
Rd at time sample t.
Time forwarding is applied to the reverse-time downgoing pressure wavefield by substituting Tmax−t for each time sample t in {tilde over (p)}tA(Rd, t)down to obtain receiver-motion-corrected downgoing pressure wavefield ptA(
Rd, t)down at each location
Rd of the downgoing observation level 716 as follows:
{tilde over (p)}tA(Rd,t)down=ptA(
Rd,Tmax−t)down→ptA(
Rd,t)down (13)
The receiver-motion-corrected downgoing pressure wavefield ptA(Rd, t)down at each location of the static downgoing observation level 716 is corrected for arbitrary receiver motion because each downgoing pressure wavefield ptA(
Rd, t)down is located along the static downgoing observation level 716 as if wavefield separation had been performed on a pressure wavefield measured by pressure sensors located along the static downgoing observation level 716.
An expression for the upgoing pressure wavefield corrected for receiver motion is determined in the same manner as the downgoing pressure wave wavefield for a static upgoing observation level located in the horizontal xy-plane at a depth between the deepest receiver of the streamer 706 and the formation surface.
As described above with reference to Equations (2)-(5) and
Ru=(
R, yR, zRu). Locations along the upgoing observation are located at the same depth zRu.
In the free-space virtual state B, a monopole source is conceptually located at each location Ru of the upgoing observation level 1002. Each monopole source is located along the downgoing observation level and generates an acoustic impulse with a pressure wavefield denoted by ptB(
, tB;
Ru, ts)
A monopole source pressure wavefield that travels from a monopole source to a receiver location of the streamer 706 is represented by the Green's function:
A gradient of the monopole source pressure wavefield that travels from a monopole source at a location of the upgoing observation level to a receiver location of the streamer is represented as follows:
The reverse-time pressure wavefield and gradient of the pressure wavefield of the physical state A and the monopole source pressure wavefield and gradient of the monopole source pressure wavefield of free-space virtual state B are summarized in Table II:
, tA) ≠ 0 for
∈ Sin(tA)
, tB;
Ru, ts)
, tA) ≠ 0 for
∈ Sin(tA)
, tB;
Ru, ts)
, tA) = ∇{tilde over (p)}tA(
, tA) = 0
∉ Sin(tA)
−
Ru)
Applying the acoustic reciprocity theorem to the wavefields in physical state A and the free-space virtual state B gives the follow integral representation:
Solving the volume integral of the source term in Equation (15) and applying the Sommerfeld radiation condition on the surface integral S in Equation (15) as the radius of S approaches infinity gives:
Applying source-receiver reciprocity in the free-space virtual state B gives a reverse-time monopole source pressure wavefield in the free-space virtual state B:
and gives the reverse-time gradient of the monopole source pressure wavefield is given by:
With source-receiver reciprocity, time is reversed in the free-space virtual state B. The receivers located along the streamer 706 are replaced by monopole sources. The monopole sources located along the upgoing observation level 1002 are replaced by receivers.
of the streamer 706 to the location
Ru 1116.
Substituting the reverse-time monopole source pressure wavefield and gradient of the reverse-time monopole source pressure wavefield of Equations (17a) and (17b) gives into Equation (16) gives:
Substituting t=tA+tB−ts and τ=tA into Equation (18) followed by integrating over time τ from −∞ to ∞ gives an integral representation of the reverse-time receiver-motion-corrected downgoing pressure wavefield at a location Ru of the downgoing observation level 716 and at time sample t as follows:
{tilde over (p)}tA(Ru,t)up=∫−∞∞∫S
,τ)∇{tilde over (p)}tB(
Ru,t−τ;
,0)−{tilde over (p)}tB(
Ru,t−τ;
,0)∇{tilde over (p)}tA(
,τ)]·
dSindr (19)
The inner surface integral is the pressure wavefield output from the streamer 706 to location of the upgoing observation level 1002 at time τ. The outer time integral over all time τ represents the pressure wavefield output from the streamer 706 to the location
Ru of the upgoing observation level 716 for all time.
In practice, the time τ in Equation (19) is limited to discrete time samples in the time interval [0, Tmax]. In addition, as displayed in Table II above, the pressure wavefields {tilde over (p)}tA(, tA) and ∇{tilde over (p)}tA(
, tA) are zero except for receivers located along the streamer 706. As a result, computation of the reverse-time receiver-motion-corrected upgoing pressure wavefield at the location
Ru and time sample t of the upgoing observation level 1002 may be performed using the following double summation:
Computation of the reverse-time upgoing pressure wavefield according to Equation (20) is repeated for each location Ru of the upgoing observation level 1002 and for each time sample t in the time interval [0, Tmax].
Ru 1202 of the upgoing observation level 1002. Each ray path represents a portion of an acoustic signal that propagates in reverse time from a receiver location of the streamer 706 to the location
Ru 1202. For example, ray path 1204 represents a portion of the upgoing pressure wavefield propagated in reverse time from a receiver location 1206 of the streamer 706 to the location
Ru 1202. Equation (19) approximates reverse-time upgoing pressure wavefield at the location
Ru as a sum of pressure wavefields that propagate from the receivers of the streamer 706 to the location
Ru at time sample t.
Time-forwarding is applied to the reverse-time receiver-motion-corrected upgoing pressure wavefield by substituting Tmax−t for each time sample t in {tilde over (p)}tA(Ru, t)up to obtain the receiver-motion-corrected upgoing pressure wavefield ptA(
Ru, t)up at each upgoing observation level location as follows:
{tilde over (p)}tA(Ru,t)up=ptA(
Ru,Tmax−t)up→ptA(
Ru,t)up (21)
The receiver-motion-corrected upgoing pressure wavefield ptA(Ru, t)up at each location of the static upgoing observation level 1002 is corrected for arbitrary receiver motion because each upgoing pressure wavefield ptA(
Ru, t)up is located along the static upgoing observation level 1002 as if wavefield separation had been performed on a pressure wavefield measured by pressure sensors located along the static upgoing observation level 1002.
Separation of pressure wavefields according to Equations (12) and (13) produces receiver-motion-corrected downgoing pressure wavefields ptA(Rd, t)down at locations of the downgoing observation level 716. By contrast, separation of the pressure wavefields according to Equations (20) and (21) produces receiver-motion-corrected upgoing pressure wavefields ptA(
Ru, t)up at locations of the upgoing observation level 1002.
An image of a subterranean formation in generated based on the receiver-motion-corrected upgoing and downgoing pressure wavefields being at the same observation level in the body of water. Because the receiver-motion-corrected upgoing and downgoing pressure wavefields are computed at different observation levels, as described above, one or both of the receiver-motion-corrected upgoing and downgoing pressure wavefields are extrapolated to the same observation level.
In certain implementations, the receiver-motion-corrected upgoing pressure wavefield is extrapolated upward from the upgoing observation level 1002 to the downgoing observation level 716. For each location along the upgoing observation level 1002, the corresponding receiver-motion-corrected upgoing pressure wavefield is transformed from the space-time domain to the frequency-wavenumber domain as follows:
ptA(Ru,t)up→Pup(kx,ky,ω|zRu) (23)
where kx and ky are in-line and cross-line wavenumbers.
The receiver-motion-corrected upgoing pressure wavefield may be transformed from the space-time domain to the frequency-wavenumber domain using a DFT or an FFT. The receiver-motion-corrected upgoing pressure wavefield in the frequency-wavenumber domain is extrapolated upward from the upgoing observation level 1002 to the downgoing observation level 716 as follows:
Pup(kx,ky,ω|zRd)=pup(kx,ky,ω|zRu)exp(−ikz(zRd−zRu)) (23)
where
i is the imaginary unit √{square root over (−1)};
is the z-component wavenumber; and
exp(−ikz(zRd−zRu)) is an upward extrapolation operator.
The receiver-motion-corrected upgoing pressure wavefield at the downgoing observation level 716 is transformed back to the space-time domain:
Pup(kx,ky,ω|zRd)→ptA(Rd,t)up (24)
The receiver-motion-corrected upgoing pressure wavefield may be transformed from the frequency-wavenumber domain to the space-time domain using an inverse DFT or an inverse FFT. The receiver-motion-corrected upgoing pressure wavefield ptA(Rd, t)up and the downgoing pressure wavefield ptA(
Rd, t)down are corrected for receiver motion following an arbitrary trajectory at each location of the static downgoing observation level.
In other implementations, the receiver-motion-corrected downgoing pressure wavefield is extrapolated downward to the upgoing observation level 1002. For each location along the downgoing observation level 716, the receiver-motion-corrected downgoing pressure wavefield is transformed from the space-time domain to the frequency-wavenumber domain as follows:
ptA(Rd,t)down→Pdown(kx,ky,ω|zRd) (25)
The receiver-motion-corrected downgoing pressure wavefield in the frequency-wavenumber domain is extrapolated downward from the downgoing observation level 716 to the upgoing observation level 1002 as follows:
Pdown(kx,ky,ω|zRu)=Pdown(kx,ky,ω|zRd)exp(ikz(zRd−zRu)) (26)
where exp(ikZ(zRd−zRu)) is a downward extrapolation operator.
The receiver-motion-corrected downgoing pressure wavefield at the upgoing observation level 902 is transformed back to the space-time domain:
Pdown(kx,ky,ω|zRu)→ptA(Ru,t)down (27)
The receiver-motion-corrected upgoing pressure wavefield ptA(Ru, t)up and the downgoing pressure wavefield ptA(
Ru, t)down are at the same depth zRu. The upgoing pressure wavefield ptA(
Ru, t)up and the downgoing pressure wavefield ptA(
Ru, t)down are corrected for receiver motion following an arbitrary trajectory at each receiver location of the static upgoing observation level.
In still other implementations, the receiver-motion-corrected upgoing pressure wavefield ptA(Ru, t)up and the receiver-motion-corrected downgoing pressure wavefield ptA(
Rd, t)down may be extrapolated to locations along a static observation level in the horizontal xy-plane and depth between the free surface 712 and the formation surface of the subterranean formation 704. For example, the receiver-motion-corrected upgoing pressure wavefield ptA(
Ru, t)up and the receiver-motion-corrected downgoing pressure wavefield ptA(
Rd, t)down may be extrapolated to an observation level at depth zRa between the downgoing observation level 716 and the upgoing observation level 1002 as follows:
Pup(kx,ky,ω|za)=Pup(kx,ky,ω|zRu)exp(−ikz(zRa−zRu)) (28a)
Pdown(kx,ky,ω|za)=Pdown(kx,ky,ω|zRd)exp(ikz(zRa−zRd)) (28b)
where
zRu<zRa<zRd;
exp(−ikz(zRa−Ru)) is an upward extrapolation operator to the observation level; and
exp(ikz(zRa−zRd)) is a downward extrapolation operator to the observation level.
The receiver-motion-corrected upgoing and downgoing pressure wavefield are transformed from the frequency-wavenumber domain to the space-time domain to obtain upgoing and downgoing wavefield:
Pup(kx,ky,ω|zRa)→ptA(Ra,t)up (29a)
Pdown(kx,ky,ω|zRa)→ptA(Ra,t)down (29b)
where Ra=(xR, yR, zRa).
The receiver-motion-corrected up going pressure wavefield ptA(Ra, t)up and the receiver-motion-corrected downgoing pressure wavefield ptA(
Ra, t)down are corrected for receiver motion following an arbitrary trajectory at each location
Ra of the static observation level.
The receiver-motion-corrected upgoing pressure wavefield is further processed to generate images of the subterranean formation as described above with reference to
Rd of the downgoing observation level. In block 1602, the time sample t is initialized to zero. In block 1603, a routine “compute reverse-time downgoing pressure wavefield at downgoing observation level location” is called to generate the reverse-time receiver-motion-corrected downgoing pressure wavefield {tilde over (p)}tA(
Rd, t)down. In decision block 1604, when time sample t equals the maximum recording time Tmax, control flows to decision block 1606. Otherwise, control flows to block 1605. In block 1605, the time sample t is incremented by a time sample spacing Δt. In decision block 1606, when all locations
Rd of the downgoing observation level have been considered, the reverse-time downgoing pressure wavefield computed for each time sample and location
Rd are returned to the routine “receiver motion correction and wavefield separation” in
Rd of the downgoing observation level is identified.
Rd, t)down, at the location
Rd of the downgoing observation level is initialized to zero. Blocks 1702-1706 compute the outer summation of Equation (12). In block 1702, the time sample τ is initialized to zero. In block 1703, a routine “compute reverse-time downgoing pressure wavefield at downgoing observation level location over receiver locations of streamer” is called to compute the inner summation over receiver locations of the streamer in Equation (12). In block 1704, the reverse-time receiver-motion-corrected downgoing pressure wavefield {tilde over (p)}tA(
Rd, t)down is updated by adding {tilde over (p)}tA(
Rd, τ)down to a previously computed reverse-time receiver-motion-corrected downgoing pressure wavefield. In decision block 1705, when time sample τ does not equal the maximum recording time Tmax, control flows to block 1706. In block 1706, the time sample τ is incremented by a time sample spacing Δτ.
(τ) of the streamer. Blocks 1802-1810 compute the inner summation of Equation (12). In block 1802, the inner summation of the reverse-time receiver-motion-corrected downgoing pressure wavefield, denoted by {tilde over (p)}tA(
Rd, τ)down, at the location
Rd of the downgoing observation level is initialized to zero. In block 1803, the reverse-time monopole source pressure wavefield is computed as described above with reference to Equation (10a). In block 1804, the reverse-time gradient of the monopole source pressure wavefield is computed as described above with reference to Equation (10b). In block 1805, the time sample τ is subtracted from the time sample t of the reverse-time pressure wavefield to obtain the reverse-time pressure wavefield {tilde over (p)}tA(
, τ), as described above reference to Equation (12). In block 1806, the time sample τ is subtracted from the time sample t of the reverse-time pressure wavefield to obtain the reverse-time gradient of the pressure wavefield ∇{tilde over (p)}tA(
, τ), as described above reference to Equation (12). In block 1807, the summand of Equation (12) for the receiver location
(τ) is computed and denoted by Q(
(τ)). In block 1808, the inner summation {tilde over (p)}tA(
Rd, τ)down of Equation (12) is update by adding the summand Q(
(τ)). In decision block 1809, when all receiver locations
(τ) of the streamer have been considered, the reverse-time downgoing pressure wavefield computed for the receiver locations are return to the routine “compute reverse-time downgoing pressure wavefield at downgoing observation level location” in
(τ) of the streamer is identified.
Ru of the upgoing observation level. In block 1902, the time sample t is initialized to zero. In block 1903, a routine “compute reverse-time upgoing pressure wavefield at upgoing observation level location” is called to generate the reverse-time receiver-motion-corrected upgoing pressure wavefield {tilde over (p)}tA(
Ru, t)up. In decision block 1904, when time sample t equals the maximum recording time Tmax, control flows to decision block 1906. Otherwise, control flows to block 1905. In block 1905, the time sample t is incremented by a time sample spacing Δt. In decision block 1906, when all locations
Ru of the upgoing observation level have been considered, the reverse-time upgoing pressure wavefield computed for each time sample and location
Ru are returned to the routine “receiver motion correction and wavefield separation” in
Ru of the upgoing observation level is identified.
Ru, t)up, at the location
Ru of the upgoing observation level is initialized to zero. Blocks 2002-2006 compute the outer summation of Equation (20). In block 2002, the time sample τ is initialized to zero. In block 2003, a routine “compute reverse-time upgoing pressure wavefield at the upgoing observation level location over receiver locations of streamer” is called to compute the inner summation over receiver locations of the streamer in Equation (20). In block 2004, the reverse-time receiver-motion-corrected upgoing pressure wavefield {tilde over (p)}tA(
Ru, t)up is updated by adding {tilde over (p)}tA(
Ru, τ)up to a previously computed reverse-time upgoing pressure wavefield. In decision block 2005, when time sample τ does not equal the maximum recording time Tmax, control flows to block 2006. In block 2006, the time sample τ is incremented by a time sample spacing Δτ.
(τ) of the streamer. Blocks 2102-2110 compute the inner summation of Equation (20). In block 2102, the inner summation of the reverse-time receiver-motion-corrected upgoing pressure wavefield, denoted by {tilde over (p)}tA(
Ru, τ)up, at the location
Ru of the upgoing observation level is initialized to zero. In block 2103, the reverse-time monopole source pressure wavefield is computed as described above with reference to Equation (18a). In block 2104, the reverse-time gradient of the monopole source pressure wavefield is computed as described above with reference to Equation (18b). In block 2105, the time sample τ is subtracted from the time sample t of the reverse-time pressure wavefield to obtain the reverse-time pressure wavefield {tilde over (p)}tA(
, τ), as described above reference to Equation (20). In block 2106, the time sample τ is subtracted from the time sample t of the reverse-time pressure wavefield to obtain the reverse-time gradient of the pressure wavefield ∇{tilde over (p)}tA(
, τ), as described above reference to Equation (20). In block 2107, the summand of Equation (20) for the receiver location
(τ) is computed and denoted by Q(
(τ)). In block 2108, the inner summation {tilde over (p)}tA(
Ru, τ)up of Equation (20) is updated by adding the summand Q(
(τ)). In decision block 2109, when all receiver locations
(τ) of the streamer have been considered, the reverse-time upgoing pressure wavefield computed for the receiver locations are return to the routine “compute reverse-time upgoing pressure wavefield at upgoing observation level location” in
(τ) of the streamer is identified.
The processes and systems disclosed herein may be used to form or process a geophysical data product 2230 indicative of certain properties of a subterranean formation. A geophysical data product 2230 may be manufactured by using the processes and systems described herein to generate geophysical data and storing the geophysical data in a computer readable medium. The geophysical data product 2230 may include geophysical data such as pressure data, particle motion data, particle velocity data, particle acceleration data, upgoing and downgoing pressure wavefield data, and any image of a subterranean formation computed from using the processes and systems described herein. The geophysical data product 2230 may be produced offshore (i.e., by equipment on the survey vessel 102) or onshore (i.e., at a computing facility on land), or both.
It is appreciated that the previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present disclosure. Various modifications to the embodiments will be apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the disclosure. Thus, the present disclosure is not intended to be limited strictly to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
This application claims the benefit of Provisional Application 62/544,251, filed Aug. 11, 2017, which application is hereby incorporated by reference entirely as if fully set forth herein.
Number | Name | Date | Kind |
---|---|---|---|
8554484 | Van Manen | Oct 2013 | B2 |
9046626 | Pires De Vasconcelos | Jun 2015 | B2 |
9864082 | Valenciano Mavilio | Jan 2018 | B2 |
10288753 | Poole | May 2019 | B2 |
Entry |
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Claerbout, Jon F., “Fundamentals of Geophysical Data Processing,” Blackwell Scientific Publishing, 1976, pp. 153-162. |
Fokkema, J.T., et al., “Seismic Applications of Acoustic Reciprocity,” Elsevier Science Publishers 1993, pp. 199-213. |
Chapman, Chris H., “Fundamentals of Seismic Wave Propagation,” Cambridge University Press, 2004, pp. 100-107. |
Number | Date | Country | |
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20190137643 A1 | May 2019 | US |
Number | Date | Country | |
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62544251 | Aug 2017 | US |