Time-Lapse Monitoring of CO2 Injection with Vertical Seismic Profiles (VSP) at the Frio Project T.M. Daley, L.R. Myer*, G.M. Hoversten and E.L. Majer.

Slides:



Advertisements
Similar presentations
Survey Planning & Illumination with NORSAR-3D
Advertisements

Snell’s Law.
Designer Seismic VSP Ernie Majer (LBNL) J. Queen ( Hi –Q Geophysics) T. Dalely (LBNL) Roy Long ( DOE)
Tom Wilson, Department of Geology and Geography Environmental and Exploration Geophysics II tom.h.wilson Department of Geology.
Seismic Reflection Processing Illustrations The Stacking Chart and Normal Moveout Creating a seismic reflection section or profile requires merging the.
Velocity Analysis Introduction to Seismic ImagingERTH 4470/5470 Yilmaz, ch
Seismic Reflection Ground Roll Filtering Ted Bertrand SAGE 2004.
Using 3D Seismic Imaging for Mine and Mineral Exploration G. Schuster University of Utah.
Processing: zero-offset gathers
Environmental and Exploration Geophysics II tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
GG450 April 22, 2008 Seismic Processing.
I. Basic Techniques in Structural Geology
Seismic refraction and reflection projects and the traditional field camp Bob Bauer and Eric Sandvol University of Missouri Branson Field Lab.
Depth (m) Time (s) Raw Seismograms Four-Layer Sand Channel Model Midpoint (m)
UTAM 2004 Travis Crosby. UTAM 2004 Travis Crosby Very Low Frequency EM Surveys for the Purpose of Augmenting for the Purpose of Augmenting Near-Surface.
Primary-Only Imaging Condition Yue Wang. Outline Objective Objective POIC Methodology POIC Methodology Synthetic Data Tests Synthetic Data Tests 5-layer.
Reflection Field Methods
Joint Migration of Primary and Multiple Reflections in RVSP Data Jianhua Yu, Gerard T. Schuster University of Utah.
Bedrock Delineation by a Seismic Reflection/Refraction Survey at TEAD Utah David Sheley and Jianhua Yu.
Autocorrelogram Migration of Drill-Bit Data Jianhua Yu, Lew Katz, Fred Followill, and Gerard T. Schuster.
Filters  Temporal Fourier (t f) transformation  Spatial Fourier (x k x ) transformation applications  f-k x transformation  Radon (-p x ) transformation.
Borehole Seismic Introduction
GG 450 April 16, 2008 Seismic Reflection 1.
Interferometric Multiple Migration of UPRC Data
Autocorrelogram Migration for Field Data Generated by A Horizontal Drill-bit Source Jianhua Yu, Lew Katz Fred Followill and Gerard T. Schuster.
Geophysical and Geochemical Exploration Techniques  The specification sates that you should be able to:  Describe the geophysical exploration techniques.
Studying Earthquakes. Seismology: the study of earthquakes and seismic waves.
Land and Marine Seismic Acquisition from 2D to 3D
Tom Wilson, Department of Geology and Geography Environmental and Exploration Geophysics II tom.h.wilson Department of Geology.
Seismic reflection Ali K. Abdel-Fattah Geology Dept.,
Geology 5660/6660 Applied Geophysics This Week: No new lab assignment… But we’ll go over the previous labs 06 Feb 2014 © A.R. Lowry 2014 For Fri 07 Feb:
Geology 5660/6660 Applied Geophysics 18 Feb 2014 © A.R. Lowry 2014 For Wed 20 Feb: Burger (§ ) Last Time: Reflection Data Processing Step.
Processing Lab 9 Objectives: - View a timeslice - Consider binning effects on migration - Post stack Migration Sumit VermaBryce Hutchinson.
Geophysical and Geochemical Exploration Techniques  The specification sates that you should be able to:  Describe the geophysical exploration techniques.
Tom Wilson, Department of Geology and Geography Environmental and Exploration Geophysics II tom.h.wilson Department of Geology.
Last week’s problems a) Mass excess = 1/2πG × Area under curve 1/2πG = × in kgs 2 m -3 Area under curve = -1.8 ×10-6 x 100 m 2 s -2 So Mass.
Tom Wilson, Department of Geology and Geography Environmental and Exploration Geophysics II tom.h.wilson Department of Geology.
Arnim B. Haase and Robert R. Stewart
Tom Wilson, Department of Geology and Geography Environmental and Exploration Geophysics II tom.h.wilson Department of Geology.
© 2005 Paulsson Geophysical Characterization of the San Andreas Fault at Parkfield Using a Massive 3D VSP J. Andres Chavarria, Alex Goertz, Martin Karrenbach,
The main instrument used is called the sonde. A basic sonde consists of a source and two receivers one-foot apart. The sonde is lowered down the borehole.
Environmental and Exploration Geophysics II tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Tom Wilson, Department of Geology and Geography Environmental and Exploration Geophysics II tom.h.wilson Department of Geology.
EXPLORATION GEOPHYSICS. EARTH MODEL NORMAL-INCIDENCE REFLECTION AND TRANSMISSION COEFFICIENTS WHERE:  1 = DENSITY OF LAYER 1 V 1 = VELOCITY OF LAYER.
Environmental and Exploration Geophysics II tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Environmental and Exploration Geophysics II tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Analyzing pressure responses to Earth tides for monitoring CO 2 migration Kozo Sato Geosystem Engineering The University of Tokyo.
Energy and the Environment: Tapping the Potential for Large Volume Storage of Carbon in the Gulf Coast Susan Hovorka Bureau of Economic Geology Jackson.
Data QC and filtering Bryce HutchinsonSumit Verma Objective: Consider the frequency range of different seismic features Look for low frequency and high.
Continuous wavelet transform of function f(t) at time relative to wavelet kernel at frequency scale f: "Multiscale reconstruction of shallow marine sediments.
Geology 5660/6660 Applied Geophysics Last time: The Refraction Method Cont’d Multiple Horizontal Layers: Using Snell’s law, generalizes simply to: Dipping.
Geology 5660/6660 Applied Geophysics 12 Feb 2016
A Fiber-Optic Borehole Seismic
Microtremor method Saibi. Dec, 18, 2014.
Seismic Methods Geoph 465/565 Vertical Seismic Profiling– Nov 2, 2015
Geology 5660/6660 Applied Geophysics 10 Feb 2016 © A.R. Lowry 2016 Last Time: Seismic Reflection Travel-Time Cont’d Dix Equations for multiple layers:
Seismic Refraction Interpretation
I. Basic Techniques in Structural Geology
Recent Advances in Well-Based Monitoring of CO2 Sequestration
Reflection Seismic Method
R. G. Pratt1, L. Sirgue2, B. Hornby2, J. Wolfe3
Applied Geophysics Fall 2016 Umass Lowell
Look at the block diagram below.
SEISMIC DATA GATHERING.
Modeling of free-surface multiples - 2
Acoustic Reflection 2 (distance) = (velocity) (time) *
INTRODUCTION STRF: 50m reflection line with dx=1.0m
From Raw Data to an Image
Static Anomalies and Energy Partitioning
EXPLORATION GEOPHYSICS
Presentation transcript:

Time-Lapse Monitoring of CO2 Injection with Vertical Seismic Profiles (VSP) at the Frio Project T.M. Daley, L.R. Myer*, G.M. Hoversten and E.L. Majer all at Lawrence Berkeley National Lab. *Presenting 2005 Conference on Carbon Sequestration May 3, 2005

Outline VSP Background Survey Design and Data Acquisition Data Analysis Reflection processing Time-lapse reflection analysis Plume extent analysis Conclusions

VSP Design and Acquisition Parameters VSP designed for spatial monitoring of CO2 plume (100 m offsets) and site geologic structural information (500 – 1500 m offsets – not presented in this talk) Explosive source for highest frequency (resolution) and off-road access. Source: 3 lb. dynamite in 60 ft shothole, 4 to 10 shots per shot point site Number of shot points recorded: 8 Maximum Well to Source Offset recorded about 1500 m Receiver array depth: 0 ft – 5,500 ft, variable spacing 5 – 25 ft Geophones: 3-component, clamped to casing, unique 80-level string provided with partial support from Paulsson Geophysics

VSP and Crosswell Site

VSP Explosive Source: Shot Hole Drill

VSP Shot Points: Analysis Focused on Site 1,2,4 – 100 m offset up dip Wells 500 m 9 5 6 8 3 2 1 4 N

VSP allows separation of downgoing (direct) wave and upgoing (reflected) wave Raw Data Site 1 Initial Ray Modeling Depth Direct P-Wave Reflection Denser spacing in reservoir interval

Reflection Section Site 1 Frio Analysis Window Enhanced Reflection Entire VSP Reflection Section Frio

Processing for Time-Lapse Change For time-lapse change: normalize reflection amplitude using a shallower reflector above the frio. This removes changes not associated with injection. For example: changes in shallow ground water level and changes in explosive shot energy. Plot pre and post injection normalized reflection sections and calculate change in reflection amplitude. Will show sites 1 (N), 2(NE) and 4(NW)

Site 1 (North, Up Dip) Reflection Section Pre Injection Post Injection Control Reflection Two-way travel time Frio Reflection

Site 2 (NE) Reflection Section Pre Injection Post Injection Control Reflection Two-way travel time Frio Reflection

Site 4 (NW) Reflection Section Pre Injection Post Injection Control Reflection Two-way travel time Frio Reflection

Estimate Plume Edge Calculate change in reflection strength for each recording depth. Estimate reflection point offset for each recording depth. This estimate is straighforward for horizontal layers. However, the Frio site has strong dip and fault blocks. Intial estimate uses constant 15 degree dip ray tracing results. Future work will include improved reflection point imaging leading to more accurate estimate of plume edge.

Site 1 Reflection Change (Post – Pre) Sensor Depth (m) Two-way travel time Frio Reflection Major change in Frio due to CO2 injection. Smaller change below Frio probably due to transmission through Frio.

Time-Lapse Analysis To estimate extent of CO2 plume, need to map sensor depth of recording to reflection point. We use ray path modeling for initial estimate.

Mapping of sensor depth to reflection point using raypaths: Source sites 1,2,4 (100 m offset) Injection Well Monitor Well Distance (m) Sensor Depth (m) Ray arrives at sensor depth 1480 m = 4860 ft. Reflection point – 30 m from injection well

Site 1 (North): Estimated Plume Size Range of CO2 induced reflection amplitude change. About 70% increase in peak reflection amplitude. This is a strong response. What is cut-off point For plume edge? Choose 60% Estimated Plume Edge = 85 m Amplitude Change (Post - Pre)/Pre 5 85 105 Estimated Reflection Offset (m) not linear

Site 2 (NE): Estimated Plume Size Range of CO2 induced reflection amplitude change. About 110% increase in peak reflection amplitude. This is a strong response. What is cut-off point For plume edge? Choose 60% Estimated Plume Edge = 45 m Amplitude Change (Post - Pre)/Pre 5 85 105 Estimated Offset (m) not linear

Site 4 (NW): Estimated Plume Size Range of CO2 induced reflection amplitude change. About 80% increase in peak reflection amplitude. What is cut-off point For plume edge? Choose 60% Estimated Plume Edge = 85 m Amplitude Change (Post - Pre)/Pre 5 85 105 Estimated Offset (m) not linear

Current Estimate of Plume Extent survey of Nov 30, 2004 Approximate Plume Extent from injection well (85 m N and NW, 45 m NE) 1 4 2 500 m Wells 3

Conclusions The VSP method is able to ‘see’ the relatively small amount (~1600 tons) of CO2 injected in a thin reservoir at depths of 1500 m. Time-lapse analysis allows estimate of the spatial extent of the CO2 plume; if the sources are placed correctly and the reflections can be correctly mapped. At Frio, a strong increase in reflection amplitude is observed. Is this result to be expected for all saline aquifers? The updip component of the plume is estimated to extend about 85 m, as of Nov 30, 2004.

Time-Lapse Monitoring of CO2 Injection using Cross Well Seismic Data at the Frio Project

Seismic Crosswell: Orbital Vibrator and P/GSI 80 level array 6-Component O.V. Receiver Gather at 4992' In-Line (left) -> P and SV; Cross-Line (right) -> SH In-Line Cross-Line P-wave S-Wave

Seismic Crosswell Difference Tomography (P and S) Depth (ft) Injection Well Monitor Depth (ft) Injection Well Monitor

Seismic P-wave and Pulsed Neutron Logs Distance (ft) CO2 Plume G.L. Depth (ft) Top of ‘C’ Sand ‘B’ Sand Injection Well Monitor

End of Presentation