Opening Message |
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xiii | |
Preface |
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xv | |
Acknowledgements |
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xix | |
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1 Stories from the Field, Fundamental Questions and Solutions |
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1 | (46) |
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1.1 Mysteries, Clues and Possibilities |
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1 | (9) |
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1.2 Paper No. AADE-11-NTCE-74, "High-Data-Rate Measurement-While-Drilling System for Very Deep Wells," updated |
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10 | (36) |
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10 | (1) |
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10 | (2) |
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1.2.3 MWD telemetry basis |
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12 | (1) |
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1.2.4 New telemetry approach |
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13 | (2) |
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1.2.5 New technology elements |
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15 | (1) |
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1.2.5.1 Downhole source and signal optimization |
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15 | (3) |
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1.2.5.2 Surface signal processing and noise removal |
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18 | (1) |
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1.2.5.3 Pressure, torque and erosion computer modeling |
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19 | (3) |
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1.2.5.4 Wind tunnel analysis: studying new approaches |
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22 | (19) |
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1.2.5.5 Example test results |
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41 | (3) |
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44 | (1) |
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45 | (1) |
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45 | (1) |
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46 | (1) |
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2 Harmonic Analysis: Six-Segment Downhole Acoustic Waveguide |
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47 | (39) |
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48 | (1) |
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2.2 MWD Telemetry Concepts Re-examined |
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49 | (9) |
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2.2.1 Conventional pulser ideas explained |
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49 | (1) |
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2.2.2 Acoustics at higher data rates |
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50 | (2) |
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2.2.3 High-data-rate continuous wave telemetry |
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52 | (1) |
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2.2.4 Drillbit as a reflector |
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53 | (1) |
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2.2.5 Source modeling subtleties and errors |
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54 | (2) |
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2.2.6 Flow loop and field test subtleties |
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56 | (2) |
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2.2.7 Wind tunnel testing comments |
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58 | (1) |
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2.3 Downhole Wave Propagation Subtleties |
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58 | (4) |
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2.3.1 Three distinct physical problems |
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59 | (1) |
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2.3.2 Downhole source problem |
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60 | (2) |
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2.4 Six-Segment Downhole Waveguide Model |
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62 | (15) |
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64 | (2) |
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2.4.2 Mathematical formulation |
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66 | (1) |
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2.4.2.1 Dipole source, drill collar modeling |
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66 | (2) |
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2.4.2.2 Harmonic analysis |
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68 | (1) |
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2.4.2.3 Governing partial differential equations |
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69 | (2) |
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2.4.2.4 Matching conditions at impedance junctions |
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71 | (1) |
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2.4.2.5 Matrix formulation |
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72 | (2) |
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74 | (1) |
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2.4.2.7 Final data analysis |
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75 | (2) |
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2.5 An Example: Optimizing Pulser Signal Strength |
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77 | (6) |
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2.5.1 Problem definition and results |
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77 | (3) |
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80 | (1) |
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2.5.3 Constructive interference at high frequencies |
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81 | (2) |
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2.6 Additional Engineering Conclusions |
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83 | (2) |
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85 | (1) |
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3 Harmonic Analysis: Elementary Pipe and Collar Models |
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86 | (11) |
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3.1 Constant area drillpipe wave models |
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86 | (6) |
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3.1.1 Case (a), infinite system, both directions |
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87 | (1) |
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3.1.2 Case (b), drillbit as a solid reflector |
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88 | (1) |
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3.1.3 Case (c), drillbit as open-ended reflector |
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88 | (1) |
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3.1.4 Case (d), "finite-finite" waveguide of length 2L |
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89 | (1) |
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3.1.5 Physical Interpretation |
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89 | (3) |
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3.2 Variable area collar-pipe wave models |
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92 | (4) |
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3.2.1 Mathematical formulation |
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92 | (2) |
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3.2.2 Example calculations |
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94 | (2) |
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96 | (1) |
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4 Transient Constant Area Surface and Downhole Wave Models |
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97 | (43) |
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4.1 Method 4-1. Upgoing wave reflection at solid boundary, single transducer deconvolution using delay equation, no mud pump noise |
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99 | (9) |
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99 | (1) |
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100 | (1) |
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4.1.3 Run 1. Wide signal -- low data rate |
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101 | (2) |
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4.1.4 Run 2. Narrow pulse width -- high data rate |
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103 | (1) |
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4.1.5 Run 3. Phase-shift keying or PSK |
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104 | (3) |
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4.1.6 Runs 4, 5. Phase-shift keying or PSK, very high data rate |
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107 | (1) |
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4.2 Method 4-2. Upgoing wave reflection at solid boundary, single transducer deconvolution using delay equation, with mud pump noise |
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108 | (4) |
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108 | (1) |
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109 | (1) |
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109 | (1) |
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4.2.4 Run 1. 12 Hz PSK, plus pump noise with S/N = 0.25 |
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110 | (1) |
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4.2.5 Run 2. 24 Hz PSK, plus pump noise with S/N = 0.25 |
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111 | (1) |
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4.3 Method 4-3. Directional filtering -- difference equation method requiring two transducers |
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112 | (8) |
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112 | (1) |
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113 | (1) |
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4.3.3 Run 1. Single narrow pulse, S/N = 1, approximately |
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114 | (2) |
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4.3.4 Run 2. Very noisy environment |
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116 | (1) |
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4.3.5 Run 3. Very, very noisy environment |
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117 | (1) |
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4.3.6 Run 4. Very, very, very noisy environment |
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118 | (1) |
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4.3.7 Run 5. Non-periodic background noise |
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119 | (1) |
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4.4 Method 4-4. Directional filtering -- differential equation method requiring two transducers |
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120 | (6) |
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120 | (1) |
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121 | (1) |
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4.4.3 Run 1. Validation analysis |
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122 | (2) |
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4.4.4 Run 2. A very, very noisy example |
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124 | (1) |
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4.4.5 Note on multiple-transducer methods |
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125 | (1) |
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4.5 Method 4-5. Downhole reflection and deconvolution at the bit, waves created by MWD dipole source, bit assumed as perfect solid reflector |
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126 | (7) |
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126 | (1) |
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127 | (1) |
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4.5.3 On solid and open reflectors |
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127 | (1) |
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128 | (2) |
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4.5.5 Run 1. Long, low data rate pulse |
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130 | (1) |
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4.5.6 Run 2. Higher data rate, faster valve action |
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130 | (1) |
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4.5.7 Run 3. PSK example, 12 Hz frequency |
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131 | (1) |
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4.5.8 Run 4. 24 Hz, Coarse sampling time |
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132 | (1) |
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4.6 Method 4-6. Downhole reflection and deconvolution at the bit, waves created by MWD dipole source, bit assumed as perfect open end or zero acoustic pressure reflector |
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133 | (6) |
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133 | (1) |
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133 | (1) |
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134 | (1) |
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4.6.4 Run 1. Low data rate run |
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135 | (1) |
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4.6.5 Run 2. Higher data rate |
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136 | (1) |
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4.6.6 Run 3. Phase-shift-keying, 12 Hz carrier wave |
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137 | (1) |
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4.6.7 Run 4. Phase-shift-keying, 24 Hz carrier wave |
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137 | (1) |
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4.6.8 Run 5. Phase-shift-keying, 48 Hz carrier |
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138 | (1) |
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139 | (1) |
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5 Transient Variable Area Downhole Inverse Models |
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140 | (13) |
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5.1 Method 5-1. Problems with acoustic impedance mismatch due to collar-drillpipe area discontinuity, with drillbit assumed as open-end reflector |
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142 | (8) |
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142 | (1) |
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143 | (4) |
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5.1.3 Run 1. Phase-shift-keying, 12 Hz carrier wave |
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147 | (1) |
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5.1.4 Run 2. Phase-shift-keying, 24 Hz carrier wave |
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147 | (1) |
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5.1.5 Run 3. Phase-shift-keying, 96 Hz carrier wave |
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148 | (1) |
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5.1.6 Run 4. Short rectangular pulse with rounded edges |
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149 | (1) |
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5.2 Method 5-2. Problems with collar-drillpipe area discontinuity, with drillbit assumed as closed end, solid drillbit reflector |
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150 | (2) |
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150 | (1) |
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5.2.2 Run 1. Phase-shift-keying, 12 Hz carrier wave |
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150 | (1) |
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5.2.3 Run 2. Phase-shift-keying, 24 Hz carrier wave |
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151 | (1) |
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5.2.4 Run 3. Phase-shift-keying, 96 Hz carrier wave |
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151 | (1) |
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5.2.5 Run 4. Short rectangular pulse with rounded edges |
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151 | (1) |
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152 | (1) |
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6 Signal Processor Design and Additional Noise Models |
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153 | (24) |
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154 | (6) |
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6.1.1 Low-frequency positive pulsers |
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156 | (1) |
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6.1.2 Higher frequency mud sirens |
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157 | (3) |
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6.2 Downhole Drilling Noise |
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160 | (4) |
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6.2.1 Positive displacement motors |
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161 | (1) |
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162 | (1) |
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6.2.3 Drillstring vibrations |
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162 | (2) |
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6.3 Attenuation Mechanisms |
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164 | (3) |
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164 | (1) |
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6.3.2 Non-Newtonian fluids |
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165 | (2) |
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6.4 Drillpipe Attenuation and Mudpump Reflection |
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167 | (3) |
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6.4.1 Low-data-rate physics |
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168 | (1) |
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6.4.2 High data rate effects |
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169 | (1) |
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6.5 Applications to Negative Pulser Design in Fluid Flows and to Elastic Wave Telemetry Analysis in Drillpipe Systems |
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170 | (2) |
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6.6 LMS Adaptive and Savitzky-Golay Smoothing Filters |
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172 | (2) |
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6.7 Low Pass Butterworth, Low Pass FFT and Notch Filters |
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174 | (1) |
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6.8 Typical Frequency Spectra and MWD Signal Strength Properties |
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175 | (1) |
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176 | (1) |
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7 Mud Siren Torque and Erosion Analysis |
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177 | (29) |
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177 | (6) |
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7.1.1 Stable-closed designs |
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179 | (1) |
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179 | (2) |
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7.1.3 Stable-opened designs |
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181 | (1) |
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7.1.4 Torque and its importance |
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182 | (1) |
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183 | (1) |
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7.2 Mathematical Approach |
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183 | (5) |
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7.2.1 Inviscid aerodynamic model |
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185 | (1) |
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7.2.2 Simplified boundary conditions |
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186 | (2) |
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7.3 Mud Siren Formulation |
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188 | (10) |
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7.3.1 Differential equation |
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188 | (1) |
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189 | (1) |
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7.3.3 Upstream and annular boundary condition |
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190 | (2) |
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192 | (1) |
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7.3.5 Downstream flow deflection |
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193 | (1) |
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7.3.6 Lobe tangency conditions |
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194 | (1) |
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194 | (1) |
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7.3.8 Interpreting torque computations |
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195 | (1) |
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196 | (2) |
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7.4 Typical Computed Results and Practical Applications |
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198 | (6) |
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7.4.1 Detailed engineering design suite |
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198 | (6) |
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204 | (1) |
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204 | (1) |
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205 | (1) |
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8 Downhole Turbine Design and Short Wind Tunnel Testing |
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206 | (18) |
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8.1 Turbine Design Issues |
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206 | (2) |
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8.2 Why Wind Tunnels Work |
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208 | (3) |
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8.3 Turbine Model Development |
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211 | (4) |
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215 | (4) |
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8.5 Erosion and Power Evaluation |
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219 | (2) |
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221 | (2) |
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223 | (1) |
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9 Siren Design and Evaluation in Mud Flow Loops and Wind Tunnels |
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224 | (49) |
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9.1 Early Wind Tunnel and Modern Test Facilities |
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225 | (11) |
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226 | (1) |
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9.1.2 Three types of wind tunnels |
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227 | (1) |
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9.1.3 Background, early short wind tunnel |
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228 | (1) |
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9.1.4 Modern short and long wind tunnel system |
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229 | (4) |
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9.1.5 Frequently asked questions |
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233 | (3) |
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9.2 Short wind tunnel design |
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236 | (12) |
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9.2.1 Siren torque testing in short wind tunnel |
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240 | (3) |
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9.2.2 Siren static torque testing procedure |
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243 | (3) |
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9.2.3 Erosion considerations |
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246 | (2) |
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9.3 Intermediate Wind Tunnel for Signal Strength Measurement |
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248 | (11) |
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9.3.1 Analytical acoustic model |
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249 | (2) |
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9.3.2 Single transducer test using speaker source |
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251 | (1) |
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9.3.3 Siren Δp procedure using single and differential transducers |
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252 | (2) |
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9.3.4 Intermediate wind tunnel test procedure |
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254 | (3) |
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9.3.5 Predicting mud flow Δp's from wind tunnel data |
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257 | (2) |
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9.4 Long Wind Tunnel for Telemetry Modeling |
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259 | (5) |
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9.4.1 Early construction approach - basic ideas |
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259 | (5) |
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9.4.2 Evaluating new telemetry concepts |
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264 | (1) |
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9.5 Water and Mud Flow Loop Testing |
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264 | (9) |
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9.5.1 Real-world flow loops |
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265 | (2) |
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267 | (1) |
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268 | (1) |
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269 | (1) |
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9.5.5 Attenuation testing |
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270 | (2) |
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272 | (1) |
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10 Advanced System Summary and Modern MWD Developments |
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273 | (69) |
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10.1 Overall Telemetry Summary |
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274 | (17) |
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10.1.1 Optimal pulser placement for wave interference |
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274 | (3) |
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10.1.2 Telemetry design using FSK |
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277 | (2) |
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279 | (1) |
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10.1.4 Attenuation misinterpretation |
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280 | (4) |
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10.1.5 Surface signal processing |
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284 | (3) |
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10.1.6 Attenuation, distance and frequency |
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287 | (3) |
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10.1.7 Ghost signals and echoes |
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290 | (1) |
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10.2 MWD Signal Processing Research in China |
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291 | (9) |
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10.3 MWD Sensor Developments in China |
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300 | (37) |
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10.3.1 DRGDS Near-bit Geosteering Drilling System |
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300 | (1) |
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300 | (1) |
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10.3.1.2 DRGDS tool architecture |
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300 | (9) |
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10.3.1.3 Functions of DRGDS |
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309 | (5) |
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10.3.2 DRGRT Natural Azi-Gamma Ray Measurement |
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314 | (4) |
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10.3.3 DRNBLog Geological Log |
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318 | (2) |
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10.3.4 DRMPR Electromagnetic Wave Resistivity |
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320 | (1) |
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10.3.5 DRNP Neutron Porosity |
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321 | (4) |
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10.3.6 DRMWD Positive Mud Pulser |
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325 | (1) |
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10.3.7 DREMWD Electromagnetic MWD |
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326 | (3) |
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10.3.8 DRPWD Pressure While Drilling |
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329 | (3) |
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10.3.9 Automatic Vertical Drilling System -- DRVDS-1 |
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332 | (4) |
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10.3.10 Automatic Vertical Drilling System -- DRVDS-2 |
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336 | (1) |
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10.4 Turbines, Batteries and Closing Remarks |
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337 | (4) |
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337 | (1) |
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10.4.2 Turbine-alternator system |
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337 | (1) |
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338 | (1) |
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339 | (1) |
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340 | (1) |
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341 | (1) |
Cumulative References |
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342 | (5) |
Index |
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347 | (7) |
About the Authors |
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354 | |