Muutke küpsiste eelistusi

Measurement While Drilling (MWD) Signal Analysis, Optimization and Design [Kõva köide]

  • Formaat: Hardback, 384 pages, kõrgus x laius x paksus: 235x163x26 mm, kaal: 646 g, illustrations
  • Ilmumisaeg: 05-May-2014
  • Kirjastus: John Wiley & Sons Inc
  • ISBN-10: 1118831683
  • ISBN-13: 9781118831687
Teised raamatud teemal:
  • Formaat: Hardback, 384 pages, kõrgus x laius x paksus: 235x163x26 mm, kaal: 646 g, illustrations
  • Ilmumisaeg: 05-May-2014
  • Kirjastus: John Wiley & Sons Inc
  • ISBN-10: 1118831683
  • ISBN-13: 9781118831687
Teised raamatud teemal:
The only book explaining modern MWD technology, to include hardware design, signal processing and telemetry, offering unique approaches to high-data-rate well logging Trade magazines and review articles describe MWD in casual terms, such as positive versus negative pulsers, continuous wave systems, drilling channel noise, and attenuation, often devoid of technical rigor. However, few truly scientific discussions are available on existing methods, let alone the advances necessary for high-data-rate telemetry. Without a strong foundation building on solid acoustic principles, rigorous mathematics, and of course, fast, inexpensive and efficient testing of mechanical designs, low data rates will impose unacceptable quality issues to real-time formation evaluation for years to come. This book promises to change all of this. The lead author and M.I.T. educated scientist, Wilson Chin, and Yinao Su, academician, Chinese Academy of Engineering, and other team members have written the only book available that develops mud pulse telemetry from first principles, adapting sound acoustic principles to rigorous signal processing and efficient wind tunnel testing. In fact, the methods and telemetry principles developed in the book were recently adopted by one of the world s largest industrial corporations in its mission to redefine the face of MWD. The entire engineering history for continuous wave telemetry is covered anecdotal stories and their fallacies, original hardware problems and their solutions, different noise mechanisms and their signal processing solutions, apparent paradoxes encountered in field tests and simple explanations to complicated questions, and so on, are discussed in complete tell all detail for students, research professors, and professional engineers alike. These include signal processing algorithms, signal enhancement methods, and highly efficient short and long wind tunnel test methods, whose results can be dynamically re-scaled to real muds flowing at any speed. A must-read for all petroleum engineering professionals! Inside this groundbreaking new volume, readers will find: * An explanation of mud pulse technology clearly using scientific principles ideas showing limitations of present systems and how they can be overcome * Innovative methods for signal enhancements needed for very deep wells constructive wave interference, sirens in series, special adaptations of frequency-shift-keying, and others * A blueprint for high-data-rate mud pulse telemetry adopted by several of the world s top energy corporations, explained in simple-to-understand terms, from first principles and rigorous physics to advanced mathematical concepts for signal processing, noise removal and echo cancellation * New wind short and long tunnel designs and test methodologies for mud sirens and turbines from Wilson Chin, the originator of wind tunnel modeling for downhole applications
Opening Message xiii
Preface xv
Acknowledgements xix
1 Stories from the Field, Fundamental Questions and Solutions
1(46)
1.1 Mysteries, Clues and Possibilities
1(9)
1.2 Paper No. AADE-11-NTCE-74, "High-Data-Rate Measurement-While-Drilling System for Very Deep Wells," updated
10(36)
1.2.1 Abstract
10(1)
1.2.2 Introduction
10(2)
1.2.3 MWD telemetry basis
12(1)
1.2.4 New telemetry approach
13(2)
1.2.5 New technology elements
15(1)
1.2.5.1 Downhole source and signal optimization
15(3)
1.2.5.2 Surface signal processing and noise removal
18(1)
1.2.5.3 Pressure, torque and erosion computer modeling
19(3)
1.2.5.4 Wind tunnel analysis: studying new approaches
22(19)
1.2.5.5 Example test results
41(3)
1.2.6 Conclusions
44(1)
1.2.7 Acknowledgements
45(1)
1.2.8 References
45(1)
1.3 References
46(1)
2 Harmonic Analysis: Six-Segment Downhole Acoustic Waveguide
47(39)
2.1 MWD Fundamentals
48(1)
2.2 MWD Telemetry Concepts Re-examined
49(9)
2.2.1 Conventional pulser ideas explained
49(1)
2.2.2 Acoustics at higher data rates
50(2)
2.2.3 High-data-rate continuous wave telemetry
52(1)
2.2.4 Drillbit as a reflector
53(1)
2.2.5 Source modeling subtleties and errors
54(2)
2.2.6 Flow loop and field test subtleties
56(2)
2.2.7 Wind tunnel testing comments
58(1)
2.3 Downhole Wave Propagation Subtleties
58(4)
2.3.1 Three distinct physical problems
59(1)
2.3.2 Downhole source problem
60(2)
2.4 Six-Segment Downhole Waveguide Model
62(15)
2.4.1 Nomenclature
64(2)
2.4.2 Mathematical formulation
66(1)
2.4.2.1 Dipole source, drill collar modeling
66(2)
2.4.2.2 Harmonic analysis
68(1)
2.4.2.3 Governing partial differential equations
69(2)
2.4.2.4 Matching conditions at impedance junctions
71(1)
2.4.2.5 Matrix formulation
72(2)
2.4.2.6 Matrix inversion
74(1)
2.4.2.7 Final data analysis
75(2)
2.5 An Example: Optimizing Pulser Signal Strength
77(6)
2.5.1 Problem definition and results
77(3)
2.5.2 User interface
80(1)
2.5.3 Constructive interference at high frequencies
81(2)
2.6 Additional Engineering Conclusions
83(2)
2.7 References
85(1)
3 Harmonic Analysis: Elementary Pipe and Collar Models
86(11)
3.1 Constant area drillpipe wave models
86(6)
3.1.1 Case (a), infinite system, both directions
87(1)
3.1.2 Case (b), drillbit as a solid reflector
88(1)
3.1.3 Case (c), drillbit as open-ended reflector
88(1)
3.1.4 Case (d), "finite-finite" waveguide of length 2L
89(1)
3.1.5 Physical Interpretation
89(3)
3.2 Variable area collar-pipe wave models
92(4)
3.2.1 Mathematical formulation
92(2)
3.2.2 Example calculations
94(2)
3.3 References
96(1)
4 Transient Constant Area Surface and Downhole Wave Models
97(43)
4.1 Method 4-1. Upgoing wave reflection at solid boundary, single transducer deconvolution using delay equation, no mud pump noise
99(9)
4.1.1 Physical problem
99(1)
4.1.2 Theory
100(1)
4.1.3 Run
1. Wide signal -- low data rate
101(2)
4.1.4 Run
2. Narrow pulse width -- high data rate
103(1)
4.1.5 Run
3. Phase-shift keying or PSK
104(3)
4.1.6 Runs 4,
5. Phase-shift keying or PSK, very high data rate
107(1)
4.2 Method 4-2. Upgoing wave reflection at solid boundary, single transducer deconvolution using delay equation, with mud pump noise
108(4)
4.2.1 Physical Problem
108(1)
4.2.2 Software note
109(1)
4.2.3 Theory
109(1)
4.2.4 Run
1. 12 Hz PSK, plus pump noise with S/N = 0.25
110(1)
4.2.5 Run
2. 24 Hz PSK, plus pump noise with S/N = 0.25
111(1)
4.3 Method 4-3. Directional filtering -- difference equation method requiring two transducers
112(8)
4.3.1 Physical problem
112(1)
4.3.2 Theory
113(1)
4.3.3 Run
1. Single narrow pulse, S/N = 1, approximately
114(2)
4.3.4 Run
2. Very noisy environment
116(1)
4.3.5 Run
3. Very, very noisy environment
117(1)
4.3.6 Run
4. Very, very, very noisy environment
118(1)
4.3.7 Run
5. Non-periodic background noise
119(1)
4.4 Method 4-4. Directional filtering -- differential equation method requiring two transducers
120(6)
4.4.1 Physical problem
120(1)
4.4.2 Theory
121(1)
4.4.3 Run
1. Validation analysis
122(2)
4.4.4 Run
2. A very, very noisy example
124(1)
4.4.5 Note on multiple-transducer methods
125(1)
4.5 Method 4-5. Downhole reflection and deconvolution at the bit, waves created by MWD dipole source, bit assumed as perfect solid reflector
126(7)
4.5.1 Software note
126(1)
4.5.2 Physical problem
127(1)
4.5.3 On solid and open reflectors
127(1)
4.5.4 Theory
128(2)
4.5.5 Run
1. Long, low data rate pulse
130(1)
4.5.6 Run
2. Higher data rate, faster valve action
130(1)
4.5.7 Run
3. PSK example, 12 Hz frequency
131(1)
4.5.8 Run
4. 24 Hz, Coarse sampling time
132(1)
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
133(6)
4.6.1 Software note
133(1)
4.6.2 Physical problem
133(1)
4.6.3 Theory
134(1)
4.6.4 Run
1. Low data rate run
135(1)
4.6.5 Run
2. Higher data rate
136(1)
4.6.6 Run
3. Phase-shift-keying, 12 Hz carrier wave
137(1)
4.6.7 Run
4. Phase-shift-keying, 24 Hz carrier wave
137(1)
4.6.8 Run
5. Phase-shift-keying, 48 Hz carrier
138(1)
4.7 References
139(1)
5 Transient Variable Area Downhole Inverse Models
140(13)
5.1 Method 5-1. Problems with acoustic impedance mismatch due to collar-drillpipe area discontinuity, with drillbit assumed as open-end reflector
142(8)
5.1.1 Physical problem
142(1)
5.1.2 Theory
143(4)
5.1.3 Run
1. Phase-shift-keying, 12 Hz carrier wave
147(1)
5.1.4 Run
2. Phase-shift-keying, 24 Hz carrier wave
147(1)
5.1.5 Run
3. Phase-shift-keying, 96 Hz carrier wave
148(1)
5.1.6 Run
4. Short rectangular pulse with rounded edges
149(1)
5.2 Method 5-2. Problems with collar-drillpipe area discontinuity, with drillbit assumed as closed end, solid drillbit reflector
150(2)
5.2.1 Theory
150(1)
5.2.2 Run
1. Phase-shift-keying, 12 Hz carrier wave
150(1)
5.2.3 Run
2. Phase-shift-keying, 24 Hz carrier wave
151(1)
5.2.4 Run
3. Phase-shift-keying, 96 Hz carrier wave
151(1)
5.2.5 Run
4. Short rectangular pulse with rounded edges
151(1)
5.3 References
152(1)
6 Signal Processor Design and Additional Noise Models
153(24)
6.1 Desurger Distortion
154(6)
6.1.1 Low-frequency positive pulsers
156(1)
6.1.2 Higher frequency mud sirens
157(3)
6.2 Downhole Drilling Noise
160(4)
6.2.1 Positive displacement motors
161(1)
6.2.2 Turbodrill motors
162(1)
6.2.3 Drillstring vibrations
162(2)
6.3 Attenuation Mechanisms
164(3)
6.3.1 Newtonian model
164(1)
6.3.2 Non-Newtonian fluids
165(2)
6.4 Drillpipe Attenuation and Mudpump Reflection
167(3)
6.4.1 Low-data-rate physics
168(1)
6.4.2 High data rate effects
169(1)
6.5 Applications to Negative Pulser Design in Fluid Flows and to Elastic Wave Telemetry Analysis in Drillpipe Systems
170(2)
6.6 LMS Adaptive and Savitzky-Golay Smoothing Filters
172(2)
6.7 Low Pass Butterworth, Low Pass FFT and Notch Filters
174(1)
6.8 Typical Frequency Spectra and MWD Signal Strength Properties
175(1)
6.9 References
176(1)
7 Mud Siren Torque and Erosion Analysis
177(29)
7.1 The Physical Problem
177(6)
7.1.1 Stable-closed designs
179(1)
7.1.2 Previous solutions
179(2)
7.1.3 Stable-opened designs
181(1)
7.1.4 Torque and its importance
182(1)
7.1.5 Numerical modeling
183(1)
7.2 Mathematical Approach
183(5)
7.2.1 Inviscid aerodynamic model
185(1)
7.2.2 Simplified boundary conditions
186(2)
7.3 Mud Siren Formulation
188(10)
7.3.1 Differential equation
188(1)
7.3.2 Pressure integral
189(1)
7.3.3 Upstream and annular boundary condition
190(2)
7.3.4 Radial variations
192(1)
7.3.5 Downstream flow deflection
193(1)
7.3.6 Lobe tangency conditions
194(1)
7.3.7 Numerical solution
194(1)
7.3.8 Interpreting torque computations
195(1)
7.3.9 Streamline tracing
196(2)
7.4 Typical Computed Results and Practical Applications
198(6)
7.4.1 Detailed engineering design suite
198(6)
7.5 Conclusions
204(1)
7.5.1 Software reference
204(1)
7.6 References
205(1)
8 Downhole Turbine Design and Short Wind Tunnel Testing
206(18)
8.1 Turbine Design Issues
206(2)
8.2 Why Wind Tunnels Work
208(3)
8.3 Turbine Model Development
211(4)
8.4 Software Reference
215(4)
8.5 Erosion and Power Evaluation
219(2)
8.6 Simplified Testing
221(2)
8.7 References
223(1)
9 Siren Design and Evaluation in Mud Flow Loops and Wind Tunnels
224(49)
9.1 Early Wind Tunnel and Modern Test Facilities
225(11)
9.1.1 Basic ideas
226(1)
9.1.2 Three types of wind tunnels
227(1)
9.1.3 Background, early short wind tunnel
228(1)
9.1.4 Modern short and long wind tunnel system
229(4)
9.1.5 Frequently asked questions
233(3)
9.2 Short wind tunnel design
236(12)
9.2.1 Siren torque testing in short wind tunnel
240(3)
9.2.2 Siren static torque testing procedure
243(3)
9.2.3 Erosion considerations
246(2)
9.3 Intermediate Wind Tunnel for Signal Strength Measurement
248(11)
9.3.1 Analytical acoustic model
249(2)
9.3.2 Single transducer test using speaker source
251(1)
9.3.3 Siren Δp procedure using single and differential transducers
252(2)
9.3.4 Intermediate wind tunnel test procedure
254(3)
9.3.5 Predicting mud flow Δp's from wind tunnel data
257(2)
9.4 Long Wind Tunnel for Telemetry Modeling
259(5)
9.4.1 Early construction approach - basic ideas
259(5)
9.4.2 Evaluating new telemetry concepts
264(1)
9.5 Water and Mud Flow Loop Testing
264(9)
9.5.1 Real-world flow loops
265(2)
9.5.2 Solid reflectors
267(1)
9.5.3 Drillbit nozzles
268(1)
9.5.4 Erosion testing
269(1)
9.5.5 Attenuation testing
270(2)
9.5.6 The way forward
272(1)
10 Advanced System Summary and Modern MWD Developments
273(69)
10.1 Overall Telemetry Summary
274(17)
10.1.1 Optimal pulser placement for wave interference
274(3)
10.1.2 Telemetry design using FSK
277(2)
10.1.3 Sirens in tandem
279(1)
10.1.4 Attenuation misinterpretation
280(4)
10.1.5 Surface signal processing
284(3)
10.1.6 Attenuation, distance and frequency
287(3)
10.1.7 Ghost signals and echoes
290(1)
10.2 MWD Signal Processing Research in China
291(9)
10.3 MWD Sensor Developments in China
300(37)
10.3.1 DRGDS Near-bit Geosteering Drilling System
300(1)
10.3.1.1 Overview
300(1)
10.3.1.2 DRGDS tool architecture
300(9)
10.3.1.3 Functions of DRGDS
309(5)
10.3.2 DRGRT Natural Azi-Gamma Ray Measurement
314(4)
10.3.3 DRNBLog Geological Log
318(2)
10.3.4 DRMPR Electromagnetic Wave Resistivity
320(1)
10.3.5 DRNP Neutron Porosity
321(4)
10.3.6 DRMWD Positive Mud Pulser
325(1)
10.3.7 DREMWD Electromagnetic MWD
326(3)
10.3.8 DRPWD Pressure While Drilling
329(3)
10.3.9 Automatic Vertical Drilling System -- DRVDS-1
332(4)
10.3.10 Automatic Vertical Drilling System -- DRVDS-2
336(1)
10.4 Turbines, Batteries and Closing Remarks
337(4)
10.4.1 Siren drive
337(1)
10.4.2 Turbine-alternator system
337(1)
10.4.3 Batteries
338(1)
10.4.4 Tool requirements
339(1)
10.4.5 Design trade-offs
340(1)
10.5 References
341(1)
Cumulative References 342(5)
Index 347(7)
About the Authors 354
Wilson Chin earned his PhD at the Massachusetts Institute of Technology and his MSc at the California Institute of Technology. His work in fluid mechanics, electromagnetics, formation testing, and reservoir characterization forms the basis for ten research monographs, about one hundred papers, and almost fifty domestic and international patents. Wilson s current interests address high speed mud pulse telemetry and advanced resistivity logging concepts. Yinao Su, an academician of the Chinese Academy of Engineering, is affiliated with China National Petroleum Corporation (CNPC) in Beijing, where he directs its MWD program. He is an expert in control theory and leads a new research endeavor known as Downhole Control Engineering. Professor Su holds over thirty patents, has authored numerous books and more than two hundred papers. Limin Sheng is Senior Technical Expert and Department Head in oil and gas drilling engineering at the CNPC Drilling Research Institute. He has more than twenty-five years of experience in research and development focusing on MWD and downhole control engineering applications, holds more than twenty patents, and has published over two dozen papers. Lin Li is Manager of the Downhole Control Engineering Research Institute, a laboratory for downhole information transmission at CNPC in Beijing. He holds joint positions as Senior Engineer and Director, Continuous Wave MWD and Electromagnetic MWD Projects. Li is also a key contributor to CNPC s geosteering project efforts. Hailong Bian earned his doctorate from the University of Electronics Science and Technology in China. He works as a Postdoctoral Fellow and engineer at the CNPC Downhole Control Engineering Research Institute. He is the lead technical focal point on CNPC s high-priority continuous wave MWD mud pulse telemetry project. Rong Shi is an engineer with the CNPC Downhole Control Engineering Research Institute. Shi, a key technical contributor to the continuous wave telemetry project, specializes in mechanical design and data acquisition.