|
Foreword |
xi |
|
Acknowledgments |
xiii |
|
Introduction |
1 |
Chapter 1 |
2-D symmetric sampling |
5 |
1.1 |
Introduction |
5 |
1.2 |
The shot/receiver and midpoint/offset coordinate systems in 2-D |
5 |
1.3 |
Symmetric sampling |
8 |
1.4 |
Symmetric sampling versus asymmetric sampling |
11 |
1.5 |
The stack-array approach versus symmetric sampling |
13 |
1.6 |
The total stack response |
13 |
1.7 |
Concluding remarks |
14 |
|
References |
16 |
Chapter 2 |
3-D symmetric sampling |
17 |
2.1 |
Introduction |
17 |
2.2 |
Classes of 3-D geometries |
18 |
2.2.1 |
Examples of various geometries |
18 |
2.3 |
The continuous wavefield |
20 |
2.3.1 |
The shot/receiver and midpoint/offset coordinate systems |
21 |
2.3.2 |
3-D subsets of 5-D wavefield |
21 |
2.3.3 |
The cross-spread |
22 |
2.3.4 |
Subsets of zigzag geometry |
23 |
2.4 |
3-D symmetric sampling |
25 |
2.4.1 |
Areal geometry |
27 |
2.4.2 |
Line geometries |
28 |
2.4.2.1 |
Parallel geometry |
28 |
2.4.2.2 |
Orthogonal geometry |
29 |
2.4.2.3 |
Zigzag geometry |
33 |
2.5 |
Pseudominimal data sets |
33 |
2.5.1 |
Introduction |
33 |
2.5.2 |
Building fold with basic subsets |
36 |
2.5.3 |
Fold, illumination, and imaging |
37 |
2.5.4 |
Construction of pMDSs |
38 |
2.5.5 |
A measure of spatial discontinuity |
38 |
2.5.6 |
A plethora of OVT gathers |
40 |
2.6 |
Application to prestack processing |
40 |
2.6.1 |
Introduction |
40 |
2.6.2 |
Noise removal |
40 |
2.6.3 |
Interpolation and regularization |
41 |
2.6.4 |
Muting |
41 |
2.6.5 |
First-break picking |
42 |
2.6.6 |
Nearest-neighbor correlations |
42 |
2.6.7 |
Residual statics |
42 |
2.6.8 |
Velocity analysis and DMO |
43 |
2.6.9 |
AVO |
44 |
2.6.10 |
Amplitude variation with azimuth |
45 |
2.7 |
Conclusions |
45 |
|
References |
46 |
Chapter 3 |
Noise suppression |
49 |
3.1 |
Introduction |
49 |
3.2 |
Properties of low-velocity noise |
49 |
3.2.1 |
"Direct" waves |
49 |
3.2.2 |
Scattered waves |
49 |
3.2.3 |
Discussion |
52 |
3.3 |
Shot and receiver arrays in 3-D data acquisition |
52 |
3.3.1 |
Introduction |
52 |
3.3.2 |
"Direct" wave noise suppression |
53 |
3.3.3 |
Scattered-wave noise suppression |
54 |
3.3.4 |
Analysis of various array combinations |
55 |
3.3.5 |
Discussion |
57 |
3.4 |
Stack responses |
61 |
3.4.1 |
Introduction |
61 |
3.4.2 |
The 2-D stack response |
61 |
3.4.3 |
Multiple suppression by stacking |
62 |
3.4.3.1 |
Multiples with small differential moveout |
62 |
3.4.3.2 |
Multiples with large differential moveout |
62 |
3.4.4 |
3-D stack responses |
63 |
3.4.5 |
Discussion |
67 |
|
References |
67 |
Chapter 4 |
Guidelines for design of "land-type" 3-D geometry |
69 |
4.1 |
Introduction |
69 |
4.2 |
Preparations |
69 |
4.2.1 |
Objective of survey |
69 |
4.2.2 |
Know your problem |
69 |
4.3 |
The choice of geometry |
70 |
4.3.1 |
Parallel geometry versus orthogonal geometry |
70 |
4.3.2 |
Zigzag geometry versus orthogonal geometry |
71 |
4.3.3 |
Slanted geometry versus orthogonal geometry |
72 |
4.3.4 |
Comparison of sampled minimal data sets of crossed-array geometries |
72 |
4.3.5 |
Areal geometry |
74 |
4.3.6 |
Target-oriented geometries |
74 |
4.4 |
Design criteria and parameter selection |
75 |
4.4.1 |
Spatial continuity |
75 |
4.4.2 |
Resolution |
75 |
4.4.2.1 |
Resolution requirements and maximum frequency |
75 |
4.4.2.2 |
Resolution requirements and spatial sampling |
78 |
4.4.2.3 |
Statics and spatial sampling |
79 |
4.4.2.4 |
Other processing requirements and sampling |
79 |
4.4.2.5 |
Discussion on spatial sampling |
79 |
4.4.3 |
Shallowest horizon to be mapped |
80 |
4.4.4 |
Deepest horizon to be mapped |
81 |
4.4.5 |
Noise suppression |
82 |
4.4.5.1 |
Fold as a dependent or independent parameter |
82 |
4.4.5.2 |
How to determine desired or required fold |
82 |
4.4.5.3 |
Fold as an instrument to suppress multiples |
83 |
4.4.5.4 |
The importance of regular fold |
83 |
4.4.5.5 |
Shot and receiver arrays |
84 |
4.4.6 |
Other survey parameters |
85 |
4.4.7 |
The selection of acquisition parameters for areal geometry |
86 |
4.5 |
The survey grid and the survey area |
86 |
4.6 |
Practical considerations and deviations from symmetric sampling |
87 |
4.6.1 |
Logistics and terminology |
87 |
4.6.2 |
Harmonizing all requirements |
88 |
4.6.3 |
Deviations from symmetric sampling |
88 |
4.6.4 |
Different ways of implementing nominal geometry |
89 |
4.6.5 |
Multiline roll |
90 |
4.6.6 |
Attribute analysis of one-line roll versus multiline roll geometries and orthogonal versus slanted geometries |
90 |
4.6.7 |
Conflicting requirements between structural interpretation and AVO |
92 |
4.6.8 |
Deviations from nominal due to topography and obstacles |
96 |
4.7 |
Testing |
98 |
4.8 |
Discussion |
98 |
4.8.1 |
Attribute analysis |
99 |
4.8.2 |
Model-based survey design |
99 |
4.9 |
A summary of what to do and not to do in 3-D survey design |
100 |
|
References |
100 |
Chapter 5 |
Streamers versus stationary receivers |
103 |
5.1 |
Introduction |
103 |
5.2 |
Geometry imprint |
104 |
5.3 |
Streamer acquisition |
105 |
5.3.1 |
Shooting direction |
105 |
5.3.1.1 |
Dip/strike decision |
106 |
5.3.2 |
Multisource, multistreamer acquisition |
107 |
5.3.2.1 |
Multisource, multistreamer configurations |
108 |
5.3.2.2 |
Multisource effect on fold |
108 |
5.3.2.3 |
Crossline-offset variation |
108 |
5.3.2.4 |
Irregular illumination |
109 |
5.3.2.5 |
Effects of irregular illumination |
109 |
5.3.2.6 |
Remedies |
113 |
5.3.2.7 |
Operational aspects |
113 |
5.4 |
Stationary-receiver techniques |
115 |
5.4.1 |
Geometries for stationary-receiver techniques |
115 |
5.4.2 |
Vertical hydrophone cable (VHC) |
116 |
5.4.3 |
Dual-sensor OBC |
117 |
5.4.3.1 |
Ghosting |
117 |
5.4.3.2 |
Geometry |
117 |
5.4.3.3 |
Logistics |
118 |
5.4.4 |
Four-component marine data acquisition |
118 |
5.4.4.1 |
Coupling issues |
118 |
5.4.4.2 |
SUMIC |
119 |
5.4.4.3 |
Other 4-C bottom cable techniques |
119 |
5.4.4.4 |
4-C acquisition with buried cables |
120 |
5.4.4.5 |
Ocean-bottom seismometers |
120 |
5.5 |
Overview and conclusions |
121 |
|
References |
121 |
Chapter 6 |
Converted waves: Properties and 3-D survey design |
125 |
6.1 |
Introduction |
125 |
6.2 |
Properties of the PS-wavefield |
125 |
6.2.1 |
Traveltime surfaces and apparent velocity |
125 |
6.2.2 |
Illumination |
127 |
6.2.3 |
Resolution |
127 |
6.2.4 |
Imaging |
129 |
6.3 |
3-D survey design for PS-waves |
130 |
6.3.1 |
Choice of geometry |
130 |
6.3.1.1 |
Orthogonal geometry |
131 |
6.3.1.2 |
Parallel geometry |
133 |
6.3.1.3 |
Areal geometry |
134 |
6.3.1.4 |
Parallel versus orthogonal geometry and areal geometry |
135 |
6.3.2 |
Sampling |
136 |
6.3.3 |
Other considerations |
136 |
6.4 |
Discussion |
136 |
6.5 |
Conclusions and recommendations |
137 |
|
References |
138 |
Chapter 7 |
Examples of 3-D symmetric sampling |
141 |
7.1 |
Introduction |
141 |
7.2 |
3-D microspread |
141 |
7.2.1 |
Introduction |
141 |
7.2.2 |
Acquisition parameters of 3-D microspread |
141 |
7.2.3 |
Cross-sections and time slices |
142 |
7.2.4 |
(f,k)-filtering results |
144 |
7.2.5 |
Discussion |
144 |
7.3 |
Nigeria 3-D test geometry results |
146 |
7.3.1 |
Introduction |
146 |
7.3.2 |
Acquisition geometry |
148 |
7.3.3 |
Some processing results |
149 |
7.3.4 |
Interpretation results |
150 |
7.3.5 |
Discussion |
150 |
7.4 |
Prestack migration of low-fold data |
154 |
7.4.1 |
Introduction |
154 |
7.4.2 |
Migration of a single cross-spread |
154 |
7.4.3 |
Low-fold prestack migration |
155 |
7.4.4 |
Discussion |
156 |
|
References |
158 |
Chapter 8 |
Factors affecting spatial resolution |
159 |
8.1 |
Introduction |
159 |
8.2 |
Spatial resolution formulas |
160 |
8.2.1 |
Spatial resolution--The link with migration/inversion |
160 |
8.2.2 |
Spatial resolution formulas for constant velocity |
161 |
8.3 |
Spatial resolution measurements |
163 |
8.3.1 |
Procedure for resolution analysis |
163 |
8.3.2 |
2-D resolution in the zero-offset model |
164 |
8.3.3 |
2-D resolution in the offset model |
165 |
8.3.4 |
Asymmetric aperture |
165 |
8.3.5 |
3-D spatial resolution |
166 |
8.3.6 |
Sampling and spatial resolution |
168 |
8.3.7 |
Sampling and migration noise |
168 |
8.3.8 |
Bin fractionation |
170 |
8.3.9 |
Fold and spatial resolution |
171 |
8.4 |
Discussion |
171 |
8.5 |
Conclusions |
172 |
|
References |
173 |
Chapter 9 |
DMO |
175 |
9.1 |
Introduction |
175 |
9.2 |
DMO in arbitrary 3-D acquisition geometries |
175 |
9.2.1 |
Summary |
175 |
9.2.2 |
Introduction |
176 |
9.2.3 |
The time of a DMO-corrected event |
176 |
9.2.4 |
Contributing traces in cross-spread |
178 |
9.2.5 |
The DMO-corrected time in the cross-spread |
178 |
9.2.6 |
Extension to other geometries |
179 |
9.2.7 |
Sampling problems |
180 |
9.2.8 |
Conclusions |
180 |
9.3 |
DMO in cross-spread: The failure of earlier software to correctly handle amplitudes |
180 |
9.3.1 |
Introduction |
180 |
9.3.2 |
Sampling problem |
181 |
9.3.3 |
Geometry effect |
181 |
9.3.4 |
Example |
181 |
9.3.5 |
The ideal 3-D DMO program |
181 |
9.3.6 |
Conclusion |
181 |
9.4 |
Epilogue |
183 |
9.4.1 |
New DMO programs |
183 |
9.4.2 |
DMO in pseudominimal data set |
183 |
|
References |
184 |
Chapter 10 |
Prestack migration |
185 |
10.1 |
Introduction |
185 |
10.2 |
Fresnel zone and zone of influence |
186 |
10.2.1 |
Modeling |
186 |
10.2.2 |
Migration |
186 |
10.3 |
Description of model experiments |
189 |
10.4
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3-D Seismic Survey Design, An essential ingredient for successful 3-D seismic survey design is a basic understanding of the spatial properties of the seismic wavefield. These properties were described for 2-D seismic data in Seismic Wavefield Sampling by the same author. This book , 3-D Seismic Survey Design to the inventory that you are selling on WonderClub
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3-D Seismic Survey Design, An essential ingredient for successful 3-D seismic survey design is a basic understanding of the spatial properties of the seismic wavefield. These properties were described for 2-D seismic data in Seismic Wavefield Sampling by the same author. This book , 3-D Seismic Survey Design to your collection on WonderClub
| |