EXPLORATION GEOPHYSICS
EARTH MODEL
NORMAL-INCIDENCE REFLECTION AND TRANSMISSION COEFFICIENTS WHERE: 1 = DENSITY OF LAYER 1 V 1 = VELOCITY OF LAYER 1 2 = DENSITY OF LAYER 2 V 2 = VELOCITY OF LAYER 2 DENSITY 1 VELOCITY V 1 DENSITY 2 VELOCITY V 2 REFLECTION COEFFICIENT TRANSMISSION COEFFICIENT
SEISMIC ACQUISITION
GEOPHONE STRUCTURE
GEOPHONE TYPES & FREQUENCY
SOURCE TRUCKS
3D-SEISMIC COVERAGE
CDP & FOLD STACK
MARINE SEISMIC CABLE LAYOUT
MULTIPLE RAYPATH
FACTORS AFFECTING AMPLITUDE
ATTENUATION TECHNIQES
SEISMIC DATA PROCESSING
PROCESSING FLOWCHART
OBJECTIVE OF PROCESSING REAL EARTH EARTH PROPERTIES PULSE SEISMIC TRACE PROCESSING MODEL EARTH
EFFECT OF STACKING ON NOISE SIGNAL PLUS RANDOM AT SIX-DETECTOR ARRAY SIGNAL SIGNAL + NOISE NOISE SIGNAL + NOISE EACH RECEIVER SUMMED OUTPUT
SEISMIC-WELL TIES PURPOSE: TO COMBINE TWO DATA SETS FOR A MORE COMPLETE INTERPERATION SEISMIC DATA TWO WAY TIME SEISMIC VELOCITY SEISMIC IMPEDENCE SEISMIC SEQUENCES SEISMIC FACIES STRUCTURE WELL DATA LINEAR DEPTH VELOCITY DENSITY GEOLOGIC AGE LITHOLOGY FAULT ORIENTATION
ACOUSTIC STRUCTURE OF EARTH LAYERED EARTH SONICDENSITYRC
CONVOLUTION
DETAILED SYNTHETIC SEISMOGRAM
POST-STACK PROCESSING RESIDUAL STATICS DISPLAY ENHANCEMENT MIGRATION ATTRIBUTE ANALYSIS INVERSION TIME-DEPTH CONVERSION
SUMMARY OF SEISMIC PROCESSING DATA ARE GATHERED AND CMP-ORDERED GATHERS ARE FORMED VELOCITY ANALYSIS IS PERFORMED ON SELECTED GATHERS THE GATHERS ARE MOVEOUT CORRECTED, STACKED, AND PLOTTED STACKING MAY BE FOLLOWED BY ADDITIONAL PROCESSING
VELOCITY ANALYSIS NORMAL MOVEOUT (NMO) X TXTX = T X - T 0 IMAGE POINT WHERE T 0 = ZERO OFFSET TIME T0T0 T0T0
NMO-ISOTROPIC LAYER A X C Z IMAGE POINT B D WHERE THEREFORE
MULTI-LAYER CASE FOR LAYER 1: FOR LAYER 2: V NMO = NORMAL MOVEMEOUT VELOCITY ASSUMED RAYPATH FOR V NMO CALCULATION X T X,1 Z V1V1 T 0,1 T 0,2 T X,2 ACTUAL RAYPATH
HOW IS VNMO DETERMINED? FOR EACH TRACE T AND X VALUES ARE DETERMINED
VELOCITY ANALYSIS HYPERPOLA PLOTS AS A STRAIGHT LINE ON T 2 - X 2 GRAPH T 2 - X 2 PLOT X2X2 OFFSET 2 t2t2 Y=b+mX WHERE
VMNO CORRECTION KNOWING THE VNMO, T AND OFFSET, THE TIME CORRECTION NECESSARY TO SHIFT EACH TRACE CAN BE CALCULATED
INTERVAL VELOCITY DETERMINATION FROM SEISMIC FROM VELOCITY ANALYSIS, WE KNOW VNMO 1,T 0,1 VNMO 2, T 0,2 SUBTITUTING THESE VALUES INTO THE DIX EQUATION
MIGRATION EFFECTS FLAT HORIZONS REMAIN UNCHANGED IF THERE ARE NO VELOCITY ANOMALIES ABOVE DIPPING HORIZONS BECOME STEEPER, SHALOWER, AND MOVE LATERALLY UPDIP SYNCLINES BECOME BROADER, WITH ANY BOW TIES ELIMINATED ANTICLINES BECOME NARRWER DIFRACTIONS COLLPSE TO POINTS
RAY PATH MIGRATION WHERE = TRUE DIP OF REFLECTOR = APPERENT DIP OF REFLECTOR V= VELOCITY REFLECTION REFLECTOR x t
WHY MIGRATE? IF BEDS ARE DIPPING, APPERENT POSITION OF EVENTS ON A STACKED SECTION DIFFERS FROM THEIR TRUE POSITION DEPTH MODEL DEPTH TIME ARRIVAL TIMES 7 KFT/SEC 11 KFT/SEC 9 KFT/SEC
ASSUMPTION UNDERLYING MIGRATION ALL EVENTS ARE PRIMARIES- NO NOISE, NO MULTIPLES, NO SHEAR WAVES ALL EVENTS COME FROM THE PLANE VERTICALLY BENEATH THE SEISMIC LINE- NO SIDEWIPE VELOCITY ARE KNOWN EVERY WHERE
MIGRATION MOVES DIPPING HORIZONS
FOCUSING EFFECT OF A SHARP SYNCLINE
DEFOCUSING EFFECT OF AN ANTICLINE
FOCUSING EFFECT OF A SYNCLINE
3-D MIGRATION ELIMINATES ASSUMPTION OF 2--D MIGRATION THAT ALL DATA COMES FROM WITHIN PLANE OF SECTION REQUIRES 3-D DATA COLLECTION TO INSURE CLOSELY SPACED TRACES IN BOTH X, Y DIRECTIONS MOVES ENERGY IN BOTH INLINE AND CROSSLINE DIRECTIONS INLINES AND CROSSLINES TIE AFTER 3-D MIGRATION MAP MIGRATION IS AN ALTERNAIVE FOR COARSE GRID OF 2-D LINES
TIME VS. DEPTH SECTIONS
CDP GATHER AFTER DEMULTIPLEXING
CDP GATHER AFTER AMPLITUDE CORRECTION
CDP GATHER AFTER DECONVOLUTION
VELOCITY ANALYSIS
CDP GATHER AFTER NMO CORRECTION
CDP GATHER AFTER MUTING STRETCHED ZONES
CDP STACKED SECTION
CDP STACKED SECTION WITH TVF FILTER