This document discusses the development of an innovative logging while drilling (LWD) system using underground georadar (UGR) technology. It aims to improve navigation and maximize oil recovery from directional drilling. Key challenges include developing compact antenna designs that can operate in harsh downhole conditions and suppress leakage between antennas. The proposed system uses stepped frequency continuous wave radar with two receiving antennas to differentiate between leakage and boundary reflections. A prototype has been developed with antennas placed inside stabilizer blades to displace drilling fluid and achieve over 45dB leakage suppression without an antenna spacing. The design provides stable characteristics and anisotropic signals that can detect boundaries within 1-5m and estimate properties like propagation velocity.
Paper presented at the First International Congress of Geosciences: Innovatio...Leonid Krinitsky
the use of low-frequency GPR Loza, for prospecting and exploration of mineral resources. Capabilities. Methodology. Examples. Comparison with other methods.
1. Airborne acquisitions were conducted using the DRIVE Ka-band radar integrated on the BUSARD motor glider over various sites including rivers, wetlands, and coastal areas.
2. Near-field measurements of water surface backscattering were also taken using a network analyzer and steerable antenna under varying wind conditions.
3. The acquisitions and measurements will help validate models of Ka-band backscattering from different surface types and improve the simulation of KaRIn/SWOT radar images and interferometry.
This document provides an introduction to seismic interpretation. It begins with an overview of seismic acquisition methods both onshore and offshore. It then discusses key concepts in seismic data such as common depth points, floating datum, two-way time, and the relationship between time and depth. The document also covers seismic resolution, reflection coefficients, and examples of calculating tuning thickness. Finally, it discusses important steps for seismic interpretation including checking the line scale and orientation and interpreting major reflectors and geometries.
This document provides an overview of sub-bottom profiling and 2D high-resolution seismic techniques for geohazard investigation. It discusses the history and types of sub-bottom profilers, how they work, their resolution capabilities. Pinger, chirp, boomer and sparkers are some common sub-bottom profiler systems. 2D seismic uses streamers and air guns to obtain high resolution subsurface images down to 1 second two-way travel time. Together, these geophysical methods are used to map seabed and subsurface features that could pose geohazards, like shallow gas pockets, channels or faults, to better inform offshore engineering projects.
Application of Ground Penetrating Radar in Subsurface mapping Dr. Rajesh P Barnwal
The document summarizes a study that used ground penetrating radar (GPR) to map subsurface sand layers at a beach in Nagoor, India impacted by the 2004 Indian Ocean tsunami. GPR profiles along a 60m transect and trench revealed dipping sediment layers deposited by coastal waves. Multiple sand and heavy mineral layers were identified below 1m depth, indicating the tsunami eroded the surface and deposited new layers. Granulometric data from sediment cores correlated well with GPR readings, demonstrating GPR's effectiveness in mapping tsunami-impacted subsurface geology.
The GPR survey of bridges in Utica, NY found wide variation in bridge deck condition, with some spans showing localized deterioration and others showing deterioration over large areas. Percentages of deteriorated deck area ranged from 3% to 43% across spans. Overall bridge condition did not represent condition on individual spans. The survey results can guide strategies for rehabilitating and repairing the most deteriorated areas.
The document describes seismic interpretation workflows, including conventional and unconventional techniques. Conventional techniques involve horizon interpretations, fault picking, and tying seismic data to well logs to understand subsurface geology. Unconventional techniques analyze seismic attribute variations like amplitudes to identify hydrocarbon indicators. The workflow includes generating synthetics from well logs, interpreting horizons on seismic sections, identifying structures like faults and gas chimneys, and determining direct hydrocarbon indicators.
The document discusses the methods and equipment used for near-surface seismic refraction surveying. It describes how a typical refraction survey is conducted using a seismograph, geophones in a spread, and a hammer source. The key steps covered are survey geometry, data acquisition parameters, first break picking, analysis using travel time curves, and layered velocity modeling to determine subsurface layer velocities.
Paper presented at the First International Congress of Geosciences: Innovatio...Leonid Krinitsky
the use of low-frequency GPR Loza, for prospecting and exploration of mineral resources. Capabilities. Methodology. Examples. Comparison with other methods.
1. Airborne acquisitions were conducted using the DRIVE Ka-band radar integrated on the BUSARD motor glider over various sites including rivers, wetlands, and coastal areas.
2. Near-field measurements of water surface backscattering were also taken using a network analyzer and steerable antenna under varying wind conditions.
3. The acquisitions and measurements will help validate models of Ka-band backscattering from different surface types and improve the simulation of KaRIn/SWOT radar images and interferometry.
This document provides an introduction to seismic interpretation. It begins with an overview of seismic acquisition methods both onshore and offshore. It then discusses key concepts in seismic data such as common depth points, floating datum, two-way time, and the relationship between time and depth. The document also covers seismic resolution, reflection coefficients, and examples of calculating tuning thickness. Finally, it discusses important steps for seismic interpretation including checking the line scale and orientation and interpreting major reflectors and geometries.
This document provides an overview of sub-bottom profiling and 2D high-resolution seismic techniques for geohazard investigation. It discusses the history and types of sub-bottom profilers, how they work, their resolution capabilities. Pinger, chirp, boomer and sparkers are some common sub-bottom profiler systems. 2D seismic uses streamers and air guns to obtain high resolution subsurface images down to 1 second two-way travel time. Together, these geophysical methods are used to map seabed and subsurface features that could pose geohazards, like shallow gas pockets, channels or faults, to better inform offshore engineering projects.
Application of Ground Penetrating Radar in Subsurface mapping Dr. Rajesh P Barnwal
The document summarizes a study that used ground penetrating radar (GPR) to map subsurface sand layers at a beach in Nagoor, India impacted by the 2004 Indian Ocean tsunami. GPR profiles along a 60m transect and trench revealed dipping sediment layers deposited by coastal waves. Multiple sand and heavy mineral layers were identified below 1m depth, indicating the tsunami eroded the surface and deposited new layers. Granulometric data from sediment cores correlated well with GPR readings, demonstrating GPR's effectiveness in mapping tsunami-impacted subsurface geology.
The GPR survey of bridges in Utica, NY found wide variation in bridge deck condition, with some spans showing localized deterioration and others showing deterioration over large areas. Percentages of deteriorated deck area ranged from 3% to 43% across spans. Overall bridge condition did not represent condition on individual spans. The survey results can guide strategies for rehabilitating and repairing the most deteriorated areas.
The document describes seismic interpretation workflows, including conventional and unconventional techniques. Conventional techniques involve horizon interpretations, fault picking, and tying seismic data to well logs to understand subsurface geology. Unconventional techniques analyze seismic attribute variations like amplitudes to identify hydrocarbon indicators. The workflow includes generating synthetics from well logs, interpreting horizons on seismic sections, identifying structures like faults and gas chimneys, and determining direct hydrocarbon indicators.
The document discusses the methods and equipment used for near-surface seismic refraction surveying. It describes how a typical refraction survey is conducted using a seismograph, geophones in a spread, and a hammer source. The key steps covered are survey geometry, data acquisition parameters, first break picking, analysis using travel time curves, and layered velocity modeling to determine subsurface layer velocities.
Leakage detection in water pipe networks using Ground Penetrating Radar (GPR)...Dai Shi
This document summarizes research on using ground penetrating radar (GPR) to detect leaks in water pipe networks. It discusses the objectives of assessing GPR's limitations for leak detection through numerical simulations, laboratory experiments, and a field application. The numerical simulations showed that water content most impacts GPR signal reflection and leak detection. Laboratory tests identified discontinuities in pipe and plate reflections indicating a leak location. However, the field application difficulties detecting known pipes and the leak directly. Overall, the research aims to better understand GPR for leak detection but encounters challenges with soil conditions and complex real-world environments.
This document discusses high performance concrete and ground penetrating radar (GPR) technology. It provides an introduction to GPR, describing its components, working principle, data acquisition, and technology. It discusses GPR applications in pavement profiling, detecting multiple interfaces, and evaluating concrete. The advantages of GPR are its low cost, accuracy, speed, and ability to perform non-destructive testing. Limitations include similar dielectric properties complicating detection and thin layers being difficult to detect. In conclusion, GPR is a useful geophysical method for imaging the subsurface and detecting buried objects.
The document discusses ground penetrating radar (GPR), which uses radar pulses to image the subsurface. It explains that GPR can detect objects, material changes, and voids underground. The document then covers GPR principles, data acquisition, analysis, and applications in civil engineering projects like assessing bridge decks, detecting subsidence, and locating cultural artifacts. Examples of current GPR research, equipment, and software are also presented.
GPR, or ground penetrating radar, is a non-destructive geophysical technique that uses high frequency electromagnetic waves to image the shallow subsurface. It works by transmitting waves into the ground from an antenna and detecting the reflected signals, with the reflection times corresponding to layer depths. GPR can create 2D or 3D images of underground structures based on contrasts in electrical properties like conductivity and dielectric permittivity, which are affected by material and moisture. Common applications include utility detection, archaeology, and mapping stratigraphy, but performance depends on ground conditions.
The document provides an introduction to ground penetrating radar (GPR), including its history, how it works, equipment used, data collection and processing techniques, and applications in archaeology. GPR transmits radar pulses into the ground and receives reflections, allowing buried features to be imaged without excavation. Key developments included early ice thickness measurements in the 1920s-1950s, military applications in WWII, and increasing use in archaeology from the 1970s onward as computers improved data processing capabilities. The document outlines factors affecting radar wave propagation and reflections, and details the workflow from GPR survey to interpretation of time slice maps and 3D models to identify buried structures and features.
Filtering in seismic data processing? How filtering help to suppress noises. Haseeb Ahmed
To enhance the signal-Noise ratio different techniques are used to remove the noises.
Types of Seismic Filtering:
1- Frequency Filtering.
2- Inverse Filtering (Deconvolution).
3- Velocity Filtering.
This document discusses ground penetrating radar (GPR), including its principles, applications in civil engineering, equipment, and data acquisition process. GPR works by sending electromagnetic pulses into material and detecting reflected signals to map subsurface structures. It can locate utilities, cavities, and determine pavement/bridge deck thickness. Lower frequencies provide deeper penetration but lower resolution. GPR systems use different antenna frequencies ranging from 25-1500 MHz. The document explains how dielectric constants affect electromagnetic wave velocities and provides an example calculation for object depth detection. It also outlines the key components of GPR equipment and surveys.
This document summarizes the applications of ground penetrating radar (GPR) and provides an overview of GPR techniques. GPR can be used for environmental and archaeological surveys to map contaminant plumes, locate buried structures, and delineate boundaries. It can also be applied to oil and gas surveys, and civil engineering projects to locate utilities and rebar in concrete. The advantages of GPR include its non-intrusive nature and ability to image below ground surfaces. However, it also has limitations such as expense, limited penetration depth, and need for trained operators and sophisticated software for data processing and interpretation.
Ground penetrating radar uses electromagnetic pulses to detect objects and interfaces between materials underground. It works by sending a pulse into the ground and measuring the reflected signals, which contain information about subsurface layers and objects. GPR systems include antennas, a control unit, and display for data collection and analysis. Data analysis involves calibrating the system and determining dielectric constants to interpret reflection signals and identify subsurface features like pipes, tanks, rebar, and voids. GPR offers fast, nondestructive scanning but performance depends on material properties and density of targets. Common manufacturers provide handheld to vehicular GPR systems ranging in price from $6,500 to $48,000.
Ground penetrating radar (GPR) is a non-destructive testing method that uses radio waves to image the subsurface of materials like concrete. It works by pulsing radio waves into the material and analyzing the signal from waves that bounce back, allowing technicians to locate rebar and other objects. GPR equipment includes handheld units and carts with antennas of varying frequencies and depths, and it is used to safely locate hazards before cutting concrete. However, limitations include reduced effectiveness in moisture, around walls, and for non-metallic objects.
This document recaps seismic reflection methods, including stacking and migration techniques. It discusses how stacking involves sorting shot gathers into common midpoint gathers and applying normal moveout corrections to create equivalent zero-offset traces. Migration is then needed to place reflectors in their proper subsurface positions, using either pre-stack or post-stack techniques depending on geological complexity. The overall purpose is to improve signal-to-noise ratio and correctly image subsurface features.
This document summarizes a seminar presentation on ground penetrating radar systems. It discusses how GPR works by emitting radar pulses that reflect off underground objects and interfaces between materials, allowing buried objects and soil layers to be detected. The key components of a GPR system are described, including transmitting and receiving antennas that control resolution, and a control unit, display, and power supplies. Factors like soil type and antenna frequency determine maximum penetration depth. GPR provides accurate, non-destructive imaging of the subsurface and has applications in archaeology, geology, utility detection, and more.
The document discusses underground utility detection and locating buried pipes and cables. It covers several key topics:
- The importance of safety when digging and how locating utilities helps avoid damage
- Common utility detection techniques like electromagnetic induction, ground penetrating radar, and cable locators
- How cable locators work to detect active and passive signals around buried lines
- Processes for sweeping an area and tracing individual utilities using cable locators
- Standards and guidelines for underground utility mapping in Malaysia
FR4.L09 - KARIN – THE KA-BAND RADAR INTERFEROMETER ON SWOT: MEASUREMENT PRINC...grssieee
1. KaRIn is a Ka-band radar interferometer on the upcoming SWOT satellite mission that will measure water surface heights globally with unprecedented resolution and accuracy for both oceanography and hydrology applications.
2. KaRIn uses interferometry between a master and slave antenna to measure absolute surface heights, but requires auxiliary data and phase unwrapping to resolve the height ambiguity.
3. Processing of KaRIn data involves SAR processing, interferometry, geolocation, and extraction of water heights and slopes from the phase, with challenges including speckle noise and strong layover effects from the near-nadir viewing geometry.
Ground penetrating radar (GPR) is a geophysical method that uses radar pulses to image the subsurface. It can detect objects, changes in material, and voids or cavities underground. GPR works by transmitting electromagnetic pulses into the ground and measuring the time it takes for the pulses to reflect back to a receiver antenna. Different materials and objects underground cause different reflections that appear as hyperbolic patterns in GPR images. GPR systems consist of a transmitter antenna, receiver antenna, control unit and display. The frequency used depends on the desired depth of penetration and resolution needed. GPR has advantages of being non-invasive, fast, and able to provide 3D images of underground structures, but its effectiveness is limited by certain soil or terrain conditions.
GPR systems work by sending a tiny pulse of energy into a material via an antenna. An integrated computer records the strength and time required for the return of any reflected signals. Subsurface variations will create reflections that are picked up by the system and stored on digital media. These reflections are produced by a variety of material such as geological structure differences and man-made objects like pipes and wire.
This document discusses seismic data processing concepts and computer systems used for digital filtering. It explains that seismic data recorded in the field is processed using computer programs to transform it into a usable geological record section. The processing involves steps like demultiplexing, applying static and normal moveout corrections, filtering, stacking, and other analyses to improve data quality and clarity for geological interpretation. Digital computers allow complex processing techniques to be applied to enhance seismic data and better reveal subsurface structures.
The document discusses landmine detection using ground penetrating radar (GPR). It provides background on the landmine problem, current detection methods, and how GPR works to detect landmines. GPR transmits electromagnetic pulses into the ground and receives reflected signals that can reveal the presence of landmines. While GPR shows promise for landmine detection, challenges remain around generating false alarms from background signals and the size and power needs of GPR systems.
This document discusses seismic data processing workflows. It begins with an introduction and agenda. The general workflow includes reformatting, trace editing, geometry handling, amplitude recovery, noise attenuation through techniques like frequency and FK filtering, deconvolution, multiple removal, migration, velocity analysis, NMO correction, muting, stacking, and post-stack filtering and amplitude scaling to produce a final image for geological interpretation. The document emphasizes that the proper workflow selection depends on processing environment, targets, costs, and client preferences. It concludes with time for questions.
WesternGeco presentation - Seismic Data ProcessingHatem Radwan
This document outlines a simple seismic data processing workflow consisting of 23 steps: 1) field data input, 2) geometry update, 3) trace editing, 4) amplitude recovery, 5) noise attenuation, 6) deconvolution, 7) CMP sorting, 8) NMO correction, 9) stretch mute, 10) demutiple, 11) migration, 12) stacking, and 13) post-stack processing. The workflow aims to reformat raw field data, remove noise, correct for geometric spreading and velocity variations, and stack the data to generate a final seismic section for client delivery and interpretation.
IBIS-L: IBIS-L: An innovative solution for remote monitoring of displacements...Giorgio Barsacchi
The document describes the IBIS ground-based radar interferometry system for monitoring ground movements. IBIS uses stepped-frequency continuous wave radar, synthetic aperture radar, and interferometry techniques to create 2D images and measure displacements to sub-millimeter accuracy over wide areas without contact. The document outlines the IBIS product range and applications in landslide monitoring, dam monitoring, mining, and structural health monitoring.
The objective of this project is to investigate the measurement methods while drilling a well and perform a general assessment and comparison on the methods.
Leakage detection in water pipe networks using Ground Penetrating Radar (GPR)...Dai Shi
This document summarizes research on using ground penetrating radar (GPR) to detect leaks in water pipe networks. It discusses the objectives of assessing GPR's limitations for leak detection through numerical simulations, laboratory experiments, and a field application. The numerical simulations showed that water content most impacts GPR signal reflection and leak detection. Laboratory tests identified discontinuities in pipe and plate reflections indicating a leak location. However, the field application difficulties detecting known pipes and the leak directly. Overall, the research aims to better understand GPR for leak detection but encounters challenges with soil conditions and complex real-world environments.
This document discusses high performance concrete and ground penetrating radar (GPR) technology. It provides an introduction to GPR, describing its components, working principle, data acquisition, and technology. It discusses GPR applications in pavement profiling, detecting multiple interfaces, and evaluating concrete. The advantages of GPR are its low cost, accuracy, speed, and ability to perform non-destructive testing. Limitations include similar dielectric properties complicating detection and thin layers being difficult to detect. In conclusion, GPR is a useful geophysical method for imaging the subsurface and detecting buried objects.
The document discusses ground penetrating radar (GPR), which uses radar pulses to image the subsurface. It explains that GPR can detect objects, material changes, and voids underground. The document then covers GPR principles, data acquisition, analysis, and applications in civil engineering projects like assessing bridge decks, detecting subsidence, and locating cultural artifacts. Examples of current GPR research, equipment, and software are also presented.
GPR, or ground penetrating radar, is a non-destructive geophysical technique that uses high frequency electromagnetic waves to image the shallow subsurface. It works by transmitting waves into the ground from an antenna and detecting the reflected signals, with the reflection times corresponding to layer depths. GPR can create 2D or 3D images of underground structures based on contrasts in electrical properties like conductivity and dielectric permittivity, which are affected by material and moisture. Common applications include utility detection, archaeology, and mapping stratigraphy, but performance depends on ground conditions.
The document provides an introduction to ground penetrating radar (GPR), including its history, how it works, equipment used, data collection and processing techniques, and applications in archaeology. GPR transmits radar pulses into the ground and receives reflections, allowing buried features to be imaged without excavation. Key developments included early ice thickness measurements in the 1920s-1950s, military applications in WWII, and increasing use in archaeology from the 1970s onward as computers improved data processing capabilities. The document outlines factors affecting radar wave propagation and reflections, and details the workflow from GPR survey to interpretation of time slice maps and 3D models to identify buried structures and features.
Filtering in seismic data processing? How filtering help to suppress noises. Haseeb Ahmed
To enhance the signal-Noise ratio different techniques are used to remove the noises.
Types of Seismic Filtering:
1- Frequency Filtering.
2- Inverse Filtering (Deconvolution).
3- Velocity Filtering.
This document discusses ground penetrating radar (GPR), including its principles, applications in civil engineering, equipment, and data acquisition process. GPR works by sending electromagnetic pulses into material and detecting reflected signals to map subsurface structures. It can locate utilities, cavities, and determine pavement/bridge deck thickness. Lower frequencies provide deeper penetration but lower resolution. GPR systems use different antenna frequencies ranging from 25-1500 MHz. The document explains how dielectric constants affect electromagnetic wave velocities and provides an example calculation for object depth detection. It also outlines the key components of GPR equipment and surveys.
This document summarizes the applications of ground penetrating radar (GPR) and provides an overview of GPR techniques. GPR can be used for environmental and archaeological surveys to map contaminant plumes, locate buried structures, and delineate boundaries. It can also be applied to oil and gas surveys, and civil engineering projects to locate utilities and rebar in concrete. The advantages of GPR include its non-intrusive nature and ability to image below ground surfaces. However, it also has limitations such as expense, limited penetration depth, and need for trained operators and sophisticated software for data processing and interpretation.
Ground penetrating radar uses electromagnetic pulses to detect objects and interfaces between materials underground. It works by sending a pulse into the ground and measuring the reflected signals, which contain information about subsurface layers and objects. GPR systems include antennas, a control unit, and display for data collection and analysis. Data analysis involves calibrating the system and determining dielectric constants to interpret reflection signals and identify subsurface features like pipes, tanks, rebar, and voids. GPR offers fast, nondestructive scanning but performance depends on material properties and density of targets. Common manufacturers provide handheld to vehicular GPR systems ranging in price from $6,500 to $48,000.
Ground penetrating radar (GPR) is a non-destructive testing method that uses radio waves to image the subsurface of materials like concrete. It works by pulsing radio waves into the material and analyzing the signal from waves that bounce back, allowing technicians to locate rebar and other objects. GPR equipment includes handheld units and carts with antennas of varying frequencies and depths, and it is used to safely locate hazards before cutting concrete. However, limitations include reduced effectiveness in moisture, around walls, and for non-metallic objects.
This document recaps seismic reflection methods, including stacking and migration techniques. It discusses how stacking involves sorting shot gathers into common midpoint gathers and applying normal moveout corrections to create equivalent zero-offset traces. Migration is then needed to place reflectors in their proper subsurface positions, using either pre-stack or post-stack techniques depending on geological complexity. The overall purpose is to improve signal-to-noise ratio and correctly image subsurface features.
This document summarizes a seminar presentation on ground penetrating radar systems. It discusses how GPR works by emitting radar pulses that reflect off underground objects and interfaces between materials, allowing buried objects and soil layers to be detected. The key components of a GPR system are described, including transmitting and receiving antennas that control resolution, and a control unit, display, and power supplies. Factors like soil type and antenna frequency determine maximum penetration depth. GPR provides accurate, non-destructive imaging of the subsurface and has applications in archaeology, geology, utility detection, and more.
The document discusses underground utility detection and locating buried pipes and cables. It covers several key topics:
- The importance of safety when digging and how locating utilities helps avoid damage
- Common utility detection techniques like electromagnetic induction, ground penetrating radar, and cable locators
- How cable locators work to detect active and passive signals around buried lines
- Processes for sweeping an area and tracing individual utilities using cable locators
- Standards and guidelines for underground utility mapping in Malaysia
FR4.L09 - KARIN – THE KA-BAND RADAR INTERFEROMETER ON SWOT: MEASUREMENT PRINC...grssieee
1. KaRIn is a Ka-band radar interferometer on the upcoming SWOT satellite mission that will measure water surface heights globally with unprecedented resolution and accuracy for both oceanography and hydrology applications.
2. KaRIn uses interferometry between a master and slave antenna to measure absolute surface heights, but requires auxiliary data and phase unwrapping to resolve the height ambiguity.
3. Processing of KaRIn data involves SAR processing, interferometry, geolocation, and extraction of water heights and slopes from the phase, with challenges including speckle noise and strong layover effects from the near-nadir viewing geometry.
Ground penetrating radar (GPR) is a geophysical method that uses radar pulses to image the subsurface. It can detect objects, changes in material, and voids or cavities underground. GPR works by transmitting electromagnetic pulses into the ground and measuring the time it takes for the pulses to reflect back to a receiver antenna. Different materials and objects underground cause different reflections that appear as hyperbolic patterns in GPR images. GPR systems consist of a transmitter antenna, receiver antenna, control unit and display. The frequency used depends on the desired depth of penetration and resolution needed. GPR has advantages of being non-invasive, fast, and able to provide 3D images of underground structures, but its effectiveness is limited by certain soil or terrain conditions.
GPR systems work by sending a tiny pulse of energy into a material via an antenna. An integrated computer records the strength and time required for the return of any reflected signals. Subsurface variations will create reflections that are picked up by the system and stored on digital media. These reflections are produced by a variety of material such as geological structure differences and man-made objects like pipes and wire.
This document discusses seismic data processing concepts and computer systems used for digital filtering. It explains that seismic data recorded in the field is processed using computer programs to transform it into a usable geological record section. The processing involves steps like demultiplexing, applying static and normal moveout corrections, filtering, stacking, and other analyses to improve data quality and clarity for geological interpretation. Digital computers allow complex processing techniques to be applied to enhance seismic data and better reveal subsurface structures.
The document discusses landmine detection using ground penetrating radar (GPR). It provides background on the landmine problem, current detection methods, and how GPR works to detect landmines. GPR transmits electromagnetic pulses into the ground and receives reflected signals that can reveal the presence of landmines. While GPR shows promise for landmine detection, challenges remain around generating false alarms from background signals and the size and power needs of GPR systems.
This document discusses seismic data processing workflows. It begins with an introduction and agenda. The general workflow includes reformatting, trace editing, geometry handling, amplitude recovery, noise attenuation through techniques like frequency and FK filtering, deconvolution, multiple removal, migration, velocity analysis, NMO correction, muting, stacking, and post-stack filtering and amplitude scaling to produce a final image for geological interpretation. The document emphasizes that the proper workflow selection depends on processing environment, targets, costs, and client preferences. It concludes with time for questions.
WesternGeco presentation - Seismic Data ProcessingHatem Radwan
This document outlines a simple seismic data processing workflow consisting of 23 steps: 1) field data input, 2) geometry update, 3) trace editing, 4) amplitude recovery, 5) noise attenuation, 6) deconvolution, 7) CMP sorting, 8) NMO correction, 9) stretch mute, 10) demutiple, 11) migration, 12) stacking, and 13) post-stack processing. The workflow aims to reformat raw field data, remove noise, correct for geometric spreading and velocity variations, and stack the data to generate a final seismic section for client delivery and interpretation.
IBIS-L: IBIS-L: An innovative solution for remote monitoring of displacements...Giorgio Barsacchi
The document describes the IBIS ground-based radar interferometry system for monitoring ground movements. IBIS uses stepped-frequency continuous wave radar, synthetic aperture radar, and interferometry techniques to create 2D images and measure displacements to sub-millimeter accuracy over wide areas without contact. The document outlines the IBIS product range and applications in landslide monitoring, dam monitoring, mining, and structural health monitoring.
The objective of this project is to investigate the measurement methods while drilling a well and perform a general assessment and comparison on the methods.
Schlumberger is the world's largest oilfield services company operating in over 85 countries. The document provides advice for job interviews at Schlumberger, including being prepared to discuss one's background and strengths, and being willing to work in remote locations. It also outlines what is expected of field engineers at Schlumberger, such as planning work and delivering excellent customer service under varying conditions.
Measurement while drilling (MWD) uses downhole sensors and telemetry systems to provide real-time drilling data. MWD tools use either positive pulse, negative pulse, or continuous wave systems to transmit sensor readings like gamma ray, resistivity, temperature, weight on bit, torque, and turbine RPM to the surface. These sensors help evaluate formation properties, monitor drilling parameters, and conduct directional surveying to steer the well.
The document discusses applications of advanced ceramics for Schlumberger. It describes Schlumberger's use of ceramics in oil and gas exploration equipment, sensors, hydrocyclones, connectors, bearings, and parts for food processing. The document also outlines Dynamic-Ceramic's manufacturing process involving powder materials, pressing, casting, machining, firing, inspection, and applications in industries including oil and gas, sensors, bearings, and food processing.
Schlumberger - Drilling and Measurement Segment - Internship PresentationZorays Solar Pakistan
I learnt about all the Drilling and Measurement equipment and procedures. During the internship period, I had to survey few technical modules which were specific to Drilling and Measurment segment, which included
• an introduction to Drilling & Measurment segment and its core services
• interpretation of Direction & Inclination terminologies
• learning of Telemetry procedures and working of Measurement While Drilling tools
• understanding of Surface System structure.
Premier Financial Advisers Sdn Bhd is a licensed financial adviser company in Malaysia that has been providing services for over 25 years. It offers a range of financial and insurance products and services including offshore Labuan products, Singapore offerings, mortgages, property insurance, employment packages, and Shariah-compliant options. The company emphasizes holistic planning and risk management. It is led by Group CEO and founder Kee Wah Soong and works closely with a dedicated team of real estate professionals and financial advisers.
Hi,friend,
This presentation will give some effectiveness for entry level drilling engineers!
Thanks and Best regards,
Myo Min Htet
MPRL E&P Pte Ltd.
+95933336767
myominhtetz2012@gmail.com
This document discusses directional drilling techniques and their applications. It begins by defining directional drilling as deflecting a wellbore in a specified direction to reach a target below the surface. It then lists several applications of directional drilling including drilling multiple wells from a single location, drilling in inaccessible locations, avoiding geological problems, sidetracking, relief well drilling, and horizontal drilling. The document also discusses directional drilling applications in mining, construction, and geothermal engineering. It provides details on well profiles, azimuth and quadrants, horizontal well types, and directional drilling assemblies for building angle and holding angle.
This document provides definitions and information about directional drilling. It discusses the applications of directional drilling including its history and typical uses. It describes the main deflection tools used like whipstocks, jetting bits, and bent subs with mud motors. It also explains the two main types of mud motors - turbines and positive displacement motors. Finally, it outlines the three main types of well profiles: Type I or "build and hold", Type II "build, hold, and drop", and Type III "continuous build".
The document describes the development of a 92 GHz radiometer to improve measurements of wet tropospheric path delay near coastal regions from satellite altimeters. A tri-frequency feed horn was designed to operate at 92, 130, and 166 GHz. A 92 GHz radiometer prototype was developed using MMIC technology with integrated noise sources and matched load for internal calibration. Testing showed a noise temperature of 1375 K meeting requirements for the SWOT satellite mission to measure ocean topography and inland water levels.
Design and Development of Linearly Polarized Patch Antenna of Circular Shape ...IRJET Journal
This document describes the design and simulation of a circular patch antenna for lower ultra-wideband (UWB) applications ranging from 3.1 GHz to 5.1 GHz. The antenna is designed on an FR-4 substrate with a copper patch and fed using a tapered transmission line for impedance matching. Simulations show the antenna achieves a 10 dB return loss bandwidth of 2 GHz and gain variation of less than 0.8 dBi across the frequency band. The antenna also maintains stable radiation patterns between 3.1 GHz and 5.1 GHz, making it suitable for lower UWB applications such as wireless personal area networks.
This document discusses point to point microwave transmission. It describes the basic modules of microwave radio terminals including digital modems, RF units, and passive parabolic antennas. It also covers microwave radio configurations, applications, advantages, planning aspects like network architecture, frequency bands, and propagation effects. Key factors in microwave link engineering like link budgets, reliability predictions, and interference analysis are summarized.
Satellite communications systems allow communication between two points on Earth via satellites. A signal is transmitted from an earth station to a satellite, which then relays the signal to another earth station. Satellites provide large area coverage and can bypass terrestrial networks. They are used for voice calls, television, radio, internet access, and more. Higher frequency bands like Ku-band provide more flexibility than C-band but are more susceptible to rain fade. Modern systems use modulation techniques like QPSK and 8-PSK along with error correction coding to optimize bandwidth use on satellites.
IRJET- Wave Ultrasonic Testing and how to Improve its Characteristics by Vary...IRJET Journal
This document provides an overview of wave ultrasonic testing and how varying operational parameters can improve its characteristics. It discusses how guided wave testing using low frequencies below 100 kHz can be used to inspect pipes over long distances for corrosion detection. Commercial systems have been developed that use arrays of piezoelectric transducers to generate and control axially symmetric modes to identify non-symmetric features indicating defects. Varying the test frequency affects sensitivity, resolution, and range, with lower frequencies providing longer ranges but reduced resolution.
This document presents a high gain printed ultra wideband antenna concept covering 3-10 GHz. It summarizes a printed antenna design with circular dipole radiation elements fed by a planar printed circuit. A metallic reflector is used to shape the radiation pattern, providing a half-space radiation pattern in azimuth and moderate beamwidth in elevation. Simulation and measurement results show the antenna achieves a gain of 7-8 dBi across the band with a 180 degree azimuth beamwidth. The design offers a low-cost, easily integrated solution and was tested in a vehicle entertainment application.
Webinar Slides: Probing Techniques and Tradeoffs – What to Use and Whyteledynelecroy
Engineers must commonly probe low and high frequency signals with high signal fidelity. Typical passive probes with high input impedance and capacitance provide good response at lower frequencies, but inappropriately load the circuit and distort signals at higher frequencies.
Join Teledyne LeCroy for this webinar as we discuss:
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- Probe specifications and their implications on the measured signal
- Variety of probes and accessories available for measurement
- Virtual probing software tools that allow the user to probe the signal when direct access is physically impossible
This document describes the design and analysis of a rectangular microstrip patch antenna. It discusses the fundamental parameters of antennas, defines a microstrip patch antenna and its properties. It then details the design specifications for the rectangular patch, including its 3D modeling in HFSS software. The results of simulating the patch antenna in HFSS are presented, including S-parameters, radiation patterns and far field reports. Advantages and disadvantages of microstrip patch antennas are listed, along with their applications. The conclusion discusses achieving better return loss, gain and efficiency for the designed patch antenna.
5G networks will require 1000x capacity increases to support new applications like connected cars. This document discusses challenges like designing high gain antennas for mobile devices and base stations operating at 26GHz. Optimization tools were used to design dual MIMO arrays for phones and large planar arrays for base stations. Radio channel analysis using 3D ray tracing showed path loss increases and angular spreads decrease at 26GHz. Network planning tools can simulate dense urban coverage for different spectrum bands and antenna configurations to guide 5G deployment strategies.
This senior design project involves designing an FM-CW automobile radar system and algorithms for pedestrian recognition in foggy conditions. The system will use a 77 GHz radar with a phased array antenna to scan a range of 100 meters. Key aspects of the design include antenna design using a patch microstrip array, an LFM-CW waveform, signal processing algorithms for target detection and classification, and constant false alarm rate detection accounting for noise levels and range. The goal is to improve pedestrian detection performance in fog through improved range resolution and Doppler analysis.
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In this i tried to explain about under water communication.
Introduction of underwater communication.
Problem due to Multipath Propagation
Techniques used for underwater communication
1. Single Carrier Systems
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3. Space-Time Modulation Techniques
Applications
Limitations
Conclusion
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Pointtopointmicrowave 100826070651-phpapp02Neerajku Samal
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Similar to LWD Borehole Georadar (Proof of Concept) (20)
1. Dr. Sergey Bondarenko,Dr. Sergey Bondarenko,
Sergey.Bondarenko@gmail.comSergey.Bondarenko@gmail.com
Innovative Solutions for Logging While Drilling
2. Project Initialization ReasonsProject Initialization Reasons
2
Barrel per day Number of directional drill-holes
Bakken Shale, USA
Current State and Prospects of the Directional Drilling Service Market
Till now the main energy resources in the world continue to be oil and gas. However, depletion of large natural
reservoirs considering their limited quantities has determined tendency to a complex profile directional
drilling, especially in the field of shale oil and gas extraction. At the same time, nowadays only a few
companies in the world provide appropriate service in the field of logging-while-drilling (LWD) such as
Schlumberger, Halliburton, Baker Hughes.Nevertheless, unlike traditional vertical drilling, existing methods
have some principal problems for borehole trajectory navigation and can’t provide maximal oil recovery
extraction factor.
3. Main Geonavigation GoalsMain Geonavigation Goals
3
Top of reservoir
Borehole trajectory
Bottom of reservoir
Clay
Sandstone
Decision point of borehole trajectory
real-time correction
Directional drilling into predefined boundaries (1 – 5 m) requires “targeting”, or “navigational logging” and drilling
correction in a real time that guarantees maximal oil recovery extraction factor of horizontal borehole
The main tasks of LWD are remote measurements of soil parameters, their interpretation, contrast dismemberment
of soil sections and reliable distance-to-boundary definition.
4. Project MotivationProject Motivation
4
Principal Problems of Existing Methods and DevicesPrincipal Problems of Existing Methods and Devices
Potential Opportunities of GeoradarsPotential Opportunities of Georadars
1. Radar sensor responds on the parameter difference of testing formations only,
not their absolute values. This allows avoidance of threshold optimization
and provides a high boundary contrast
2. Sounding depth doesn’t depend on antenna diversity spacing and practically always
α >1, that results in equipment compactness
3. Relatively small sensor size doesn’t restrict the rate of climb of drilling angle,
but decreases operating problem and outside border drilling
Nowadays commercial LWD radar technologies are absent !
1. Optimal Threshold and Boundary Contrast Problems (Extensively used
inductive methods don’t provide a high contrast because they “don’t see” the
boundary
principally, and estimate only some proximity to it by comparison to a threshold)
2. Overall Dimensions Problem (Sounding depth, R, is proportional to transceiver
antenna diversity spacing, L, : R = α ∙ L , where α < 1)
3. “Dead Zone” Problem (Diversity spacing moves away “a measurement point”)
4. Operating Problem and Outside Border Drilling (Inflexibility of tubes with a large
transceiver antenna spacing decreases the rate of climb of drilling angle)
L
R
5. Project GoalsProject Goals
5
Strategic goal is a complex technology for LWD and correct navigation of deep
directional drilling
Final technical goal is development of industrial underground georadar (UGR) based
on the standard drilling equipment for metrological support of drilling in a real time
Current technical goal is development of parametric prototype and field testing
Research goal is radio wave propagation and reflection in layered absorbing medium
in the near field of antennas for their optimal design
The main principal problem is efficient radiation and reception of sounding signals
in ultra wide band (UWB) under very hard operating conditions
The main design and technological problem is implementation of “completely buried
active antenna sensor” with a low leakage for a minimal antenna diversity spacing
The main technical problem is joint optimization of transceiver , measurement,
recording and processing equipment, data communication and power supply
The main metrological problem is discovery of adaptive processing method of a large
array of measurements in a real time, correction of synthesized pulses and
interpretation of the data, parametric mapping.
Project ProblemsProject Problems
6. Main ChallengesMain Challenges
6
There is an essential differ between the assigned problems and “classical radar problems” as well as more close
problems of ground penetrating radars (GPR) despite their external similarity
The main challenges are caused by unique operating environment of underground (borehole) georadars
Principal distinctive feature is complete sinking antennas in layered
absorbing medium with its significant parameter variation and essential
dispersive attenuation factor of radio wave propagation
Crucial factor is presence of “a good conductor” in the downhole space -
a drilling fluid that is undesirable for efficient radio wave transmission
and reception especially for high-voltage sources
Size of any constructive unit is a very hard limited by required
cross-section area for the drilling fluid circulation in both directions
and a borehole diameter but slightly limited along the borehole
Limited design degree of freedom results in essential leakage between
antennas decreasing dynamic range and sounding depth.
7. Key Borehole Radar RequirementsKey Borehole Radar Requirements
7
High accuracy around boundaries (decrease of probability of drilling outside the boundaries)
Radiation linearity over the entire frequency range (more options for efficient post-detection processing)
Radiation in a one hemisphere (because of difficulty to make "needle“ UWB antenna patterns ,"top-down"
difference can be achieved by near-omnidirectional antenna combination)
Space-time stability of antenna parameters (unpredicted dependence on soil parameters results in uncorrected
pulse shape deformation)
Minimal antenna diversity spacing ( besides constructive advantages a total path length of radio wave is
decreased and, as a result, attenuation factor is decreased too)
Efficient leakage suppression (the leakage must be less or equal to the level of reflected signals)
Azimuthal localization of a long border (unlike the case of radio wave reflections from “point” target we need to
deform antenna patterns and/or transmission/reception conditions)
Estimation of radio wave propagation velocity (this requires known propagation path geometry causing
different signal delays at the same distance to the boundary)
Frequency independent or ultra wideband antenna combination (efficient leakage compensation is achieved
by differential reception with two equidistant symmetrical antennas)
Good repeatability and manufacturability.
8. Innovative Approach:Innovative Approach: Creation of Controlled ConditionsCreation of Controlled Conditions
8
For decrease an impact of random factors caused by absorbing medium and improvement of sounding signal
stability some dominant controlled conditions is needed
Conditions provided by constructive methods:
Displacement of a drilling fluid from antenna aperture
Smoothing of conductive surfaces and their use for "antenna grounding"
“Frequency dependent antenna shortening" by immersing its in special medium and unique shaping
Antenna damping by special spaced loading
Symmetric placement along drilling tube two identical receiving antennas offset by ± 450
related to the
symmetry plane of transmitting antenna pattern
Conditions provided by combined methods:
Sounding field symmetry on the receiving antenna inputs independently on frequency and censor
orientation related to the tested stratum
Reflected field asymmetry on the receiving antenna inputs and its dependence on censor orientation
related to the tested stratum
Presence only a one harmonic process into any non-overlapped time intervals in any point of equipment
and tested space.
9. Resonance Solution – SFCW MethodResonance Solution – SFCW Method
9
High resolution at a small distance of the boundary (0.15 -3 m) requires UWB sounding methods (0.05–3GHz)
Because of a huge underground medium attenuation very high radar dynamic range is needed (>140 dB)
which can be achieved only by sounding energy accumulation either at the transmitter side or at the receiver side
Energy accumulation at the transmitter using high voltage sources (up to tens kV) for ultra short pulse
generation is quite reasonable for GPR due to a good air isolation but problematic for well being drilled
Energy accumulation at the receiver, contra, doesn’t require high voltage sources and special methods
for their isolation in exchange for sounding time increase
However a low rate of penetration (~1.5 cm per sec) and relatively small speed of drill string (~1 turnover per
sec) shift frequency method into category of resonance solution characterized by sharp efficiency
increase, namely, in such “stationary" operating conditions
Then instead of wideband procedures and ultra short pulses in time domain, narrowband stationary procedures
are possible in frequency domain
Essence of the method is replacement of powerful ultra short sounding pulse by the set its low power
spectral components sequentially extended in time domain like stepped frequency continuous waves
(SFCW) followed by synthesis of virtual impulse response
This alternative has significant implementation advance due to monochromic all signals on any non-
overlapped time intervals in any space locations that allows essentially increase of georadar dynamic range
and, as a result, improve its resolution.
10. SFCW Method (illustration)SFCW Method (illustration)
10
t
ufu
t
Δf
Δt
Directional Synthesis
Synthesis by
Weighted Processing
11. Basic Concept: Fundamental PrincipalsBasic Concept: Fundamental Principals
11
Generation of sounding signals at the transmitter as well as reference signals at the receiver are performed by two
identical synchronous direct digital synthesizers (DDS AD9915) in the band 100 – 1000 MHz
One stage down conversion by mixer ADL5801 with a very low IF is used at the receiver followed by digital IQ
demodulation with 24-bit Σ-Δ ADC (AD7764) and microcontroller unit (MCU STM32f4) in preprocessing unit
The receiver contains two channels one is the main (informative) and the second is reference for calibration and
automatic signal correction
The reference signals are generated with use of the received signals which contain information about convolution
of the sounding signal with the impulse response of receiving-transmitting tract
Digital signal processing is based on different algorithm combination in both frequency and time domains with
mutual correction results for final resolution improvement
Required leakage level between antennas is achieved by multi-stage constructive and algorithmic suppression
methods taking into account typical soil parameters
Active radar sensor is performed in the standard size of stabilizer-calibrator as a hard unit with the antennas
placed inside the blades using outside metal surface and a drilling fluid as radio wave absorber for a one
hemisphere radiation and “top-down” differentiation
Required antenna characteristics in given frequency band and operating conditions are provided by numerical
computer simulation and optimization
Decrease of antenna characteristic sensitivity to variation of soil parameters is provided by displacement of a
drilling fluid from the antenna aperture, replacing it with special "corrective" coating.
12. Basic Concept: Prototype FlowchartBasic Concept: Prototype Flowchart
12
S2
S1
Digital Signal Processing
USB,
Bluetooth
Antenna Unit
Ph. Shifter (P499.101.000)
Σ- Δ
Power
Amplifier
(ZHL-20w-
13)
Active Directional Coupler
24-bit ADC
(AD7764)
24-bit ADC
(AD7764)
MCU
(STM32f4)
Preprocessing Unit
Signal Generator
LO
DDS
(AD9915)
«Master»
DDS
(AD9915)
«Slave»
LPF LPF
IF Amplifier IF Amplifier
Mix
ADL5801
Main Channel
Mix
ADL5801
Reference Channel
Ph. Shifter (R499.101.000)
Receiver
ADL5565ADL5565
Transmitter
13. Prototype: General DescriptionPrototype: General Description
13
The antenna unit is crucial element that defines final radar characteristics in general. In particular,
increase of sounding depth by increase of transmitter radiation power with limited receiver maximal input
power is possible only with leakage suppression
Traditional method of leakage suppression with antenna diversity spacing becomes no efficient in a high
absorbing medium at the distance comparable to the length of the path of the reflected signal that
essentially increase its attenuation simultaneously with the leakage suppression
In addition, increase of the antenna diversity spacing eliminates the main georadar advantage, namely, a
short measuring sensor
Developed antennas are based on folded dipole with a complex profile and placed in the notch of the
stabilizer blades providing the leakage suppression in typical soil up to 45 - 55 дБ for collinear antenna
arrangement without gap
The antenna unit contains the transmitting antenna and symmetrically placed along drilling tube two
identical receiving antennas angling by ± 450
related to the symmetry plane of the transmitting antenna
pattern
The antenna apertures have specific corrective coating for linearization and stabilization of antenna
characteristics
Cross transformation (Σ–Δ) of the receiving antenna output signals is performed by transformer-resistive
circuit and differential amplifiers (ADL5565)
Precision tuning of the receiving antennas output signals parameters is carried out with mechanical
coaxial phase corrector either PTS-A3A8-18-15f or R499.101.000
Developed build-in amplifier with power 1W is equal to 100W with using 100 harmonic signals, and
external amplifier (ZHL-20W-13) with power 20W, respectively, is equal to 2 kW in pulse.
15. Antenna Unit: Constructive DetailsAntenna Unit: Constructive Details
15
97 мм 68 мм 120,6 мм38 мм
0.7 м
Substrate Coating
16. Antenna Unit: Main AdvantagesAntenna Unit: Main Advantages
16
The antenna unit construction achieves six goals simultaneously:
1) displacement of a drilling fluid from the antenna aperture and increase of the antenna section size;
2) increase discrimination characteristic steepness in cross drilling plane;
3) residual leakage compensation;
4) evaluation of georadar instrumental function including medium transfer function;
5) estimation of radio wave propagation velocity;
6) active sensor compactness;
Proposed construction provides different reception conditions for leakage and echoes with two antennas
The receiving antenna signal difference causing by boundary reflection achieves a maximal value when a one
antenna is oriented perpendicularly to the stratum and the other along the stratum that can be classified as mode
for reliable definition of a minimal distance to the stratum boundary
Wherein, there is a one angle only when the signal difference achieves a minimal value. This is exactly
perpendicular orientation of the transmitting antenna to the stratum boundary that can be used for lock of the
angle position of the antenna unit related to the stratum and for calibration too
At the same time, the leakage difference on the same outputs practically doesn’t depend on the antenna unit
space orientation related to the stratum boundary and closed to zero
In contrast, the sum of the reflected signals also being weakly depended on the antenna unit space orientation is
significant quantity due to strong leakage domination. This fact can be used for medium transfer function and
radio wave propagation velocity estimation in the unit neighborhood thanks to unique design providing the fixed
distance between antenna phase centers over the entire frequency range
However, a leakage compensation degree is strongly depended on the receiving channel identity achievement.
17. Antenna Unit: Parametric StabilityAntenna Unit: Parametric Stability
17
The antenna unit construction provides very high stability of the main antenna characteristics over the entire
frequency range due to the same radiation phase center
f=1000 МГцf=100 МГц
18. Antenna Unit: Space Signal AnisotropyAntenna Unit: Space Signal Anisotropy
18
0.7 м
Oil Reservoir (εr =5; σ=0.05 S/m)
Symmetric Receive Antennas Orientation
Difference Antenna Signal Δ → Zero
Aquifer : Clay (εr =20; σ=0.1 S/m)
Oil Reservoir (εr =5; σ=0.05 S/m)
Asymmetric Receive Antennas Orientation
Difference Antenna Signal Δ → Max
90о
90о
Aquifer : Clay (εr =20; σ=0.1 S/m)
19. Azimuthal ScanAzimuthal Scan
19
Even with a low residual leakage compensation degree of current prototype (11 -13 дБ) the difference reception with
two receiving antennas offset to one another by ± 450
in azimuthal plane provides resolution equal to a few angles.
In addition, a very good coincidence of experimental and simulation curves evidences of adequate model.
SimulationField Testing
Magnitude,dB
Angle, degree
45о
180о
315о
20. Border DetectionBorder Detection
20
Direct pulse synthesis
Spectrum reconstruction
Windowing
Spectrum reconstruction
and windowing
Leakage
selection
zone
Border
at the distance 0.5 m
Many different efficient processing methods are available either separately ones or together
depending on goals and conditions.
21. Residual Leakage CompensationResidual Leakage Compensation
21
Only residual leakage compensation is one of the goals that strongly depends on the receiving channel identity
Theoretical analysis and numerical simulations (taking into account the achievements of relevant technologies)
indicate the possibility to provide tolerance for different destabilizing factors and to achieve residual leakage
compensation to 40 - 50 dB at homogeneous soil in the borehole neighborhood
Numerical simulations of soil asymmetric irregularities in the borehole neighborhood to estimate impact on
residual leakage compensation degree indicates pronounced threshold effect due to a large area of the field
averaging for weakly directional antennas with a small diversity spacing
According to simulations and analytical estimations the deterioration of residual leakage compensation
due to different irregularities of the near-field antennas can reach 15 - 20 dB
So, residual leakage compensation by 25 – 35 dB is realistic enough.
46Rr
Tr
Р
дБ
Р
= −
22. Antenna Damping and “Shortening”Antenna Damping and “Shortening”
22
Frequency-phase characteristics linearity of UWB antenna is usually provided with selected lumped elements
soldered in certain places along antenna profiles for damping unwanted resonances and reflections, that does not
provide a good repeatability.
Proposed solution is Spaced Loading which consists in the field displacement from the notch in the blade and
its
concentration on the outer antenna surface with special coating that provides:
- desired damping level;
- high antenna identity;
- antenna characteristic stability for soil parameter variations (Fig. 1, 2).
The corrective coating additionally to damping provides “frequency dependent antenna shortening mode”, so that the
antenna effectively radiates over the entire frequency range (Fig. 3). After multivariable numerical computer
optimizations developed antenna length is equal to 32 см.
Usual dielectric medium
Special coating
λ / m
Frequency / MHz
Fig. 1 Fig. 2 Fig. 3
Soil permittivity variation Soil conductivity variation
23. Propagation Medium Parameter EstimationsPropagation Medium Parameter Estimations
23
Under perfect DDS synchronization all amplitude and phase disturbances are caused only antenna feeder circuits
and propagation medium. The first ones are compensated with calibration. The second ones are information
parameters and can be estimated with spectrum directly
The output antenna signals in frequency domain can be represented as
where S(ω) is known sounding signal spectrum, R(ω) is reflection coefficient, H(ω) is transfer function, “near” and
“far” are near and far zone, "t" abd "r" are transmitter and receiver, respectively
Generally the sum and the difference signals are
there
Wherein inverse Fourier transform from SΣ(ω) gives two characteristic bursts :
a) relatively strong leakage burst ,L(t), always located in the area of the smallest delays depending only on
propagation medium parameters, antenna spacing, RL, and antenna isolation degree;
b) relatively weak signal reflected from border , S(t), always located in the area of the biggest delays
depending on propagation medium parameters, distance to border, R1, and their properties
Inverse Fourier transform from SΔ(ω) also gives two characteristic bursts but leakage burst significantly suppressed
with compensation circuit
Hence, knowing exactly sounding signal, we have:
( ) ( ) ( ) ( ) ( ) ( )[ ] ( )ωωωωωωω 1111 rfarneartt HHRHHSS ⋅⋅+⋅⋅= ( ) ( ) ( ) ( ) ( ) ( )[ ] ( )ωωωωωωω 2222 rfarneartt HHRHHSS ⋅⋅+⋅⋅=
( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ){ }1 1 1 2 2 22t r far r far rS K H R H H R H Hω ω ω ω ω ω ω ω ωΣ = × × + × × + × ×
( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ){ }1 1 1 2 2 22t r far r far rS K H R H H R H Hω ω ω ω ω ω ω ω ω∆ = × ×∆ + × × − × ×
( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( )1 2 1 2, 0.5 , 0.5t t t near r r r r r rK S H H H H H H H Hω ω ω ω ω ω ω ω ω ω= × × = × + ∆ = × −
( )
( )
( )
( )
( )
( )
,
t t
Н
S
Н
S S
S
ω ω
ω
ω ω
ω
∆
Σ ∆
Σ = =
24. Propagation Velocity EstimationPropagation Velocity Estimation
24
Applying windowing processing to select leakage burst (Slide 20) we have spectral estimation through full path
taking into account the borehole environment allowing to calculate soil parameters and wave propagation velocity
due to known antenna spacing RL
Then, due to space anisotropy we receive
On the other hand, direct calibration with the sum (reference) channel gives
If ΔHr(ω) << Hr(ω) and Hr1(ω)≈ Hr2(ω)≈ Hr(ω), then wherein R2(ω) << R1(ω) due to space anisotropy we have
Taking into account that for actual distance range we obtain
( ) ( ) ( ) ( ) ( ) ( )2 2 expt r near L L
L
L
t near r L R
R
R
L H H H H Vϕ ϕ ϕ ϕ
ω ω ω ω ω τ
τ
ϕ ω+ + =
≈ × × × → × × − × → =
( )
( ) ( )
( )
( ) ( )
( )
( ) ( ) ( ) ( ) ( )1 1 1
1
1 1 1 1,
1ˆ 0.5 exp
2 r r r far r
r
far far rH H
r
S L H
S R H
V
R
L
R
H
H ω ω ϕ ϕ ϕ
ω ω ω
ω ω ω ω ω ϕ ω
ω ω
∆
∆ ≈ + =
−
= ≈ × × → × × × − × ÷
×
( )
( )
( ) ( ) ( ) ( ) ( ) ( ) ( )
( ) ( ) ( ) ( ) ( ) ( ) ( )
1 1 1 2 2 2
1 1 1 2 2 2
2
2
r far r far r
r far r far r
H R H H R H H
H R H H R H HS
S ω ω ω ω ω ω ω
ω ω ω ω ωω
ω
ω ω
∆
Σ
×∆ + × × − × ×
=
× + × × + × ×
( )
( )
( ) ( ) ( ) ( )
( ) ( )
1 1
1 1
/ 0.5
1 0.5
r r far
far
H H R
S
HS
R H
ω ω ω ω
ω ω
ω
ωΣ
∆
∆ + × ×
≅
+ × ×
( ) ( )1 10.5 1farR Hω ω× × <<
( )
( )
( )
( )
( ) ( ) ( )
( )
( ) ( )1 1 1 1
0
1
0.5 0.5 expr
r
r
far far rH
r H
H
R H R H
VH
R
S
S
ω
ω
ω
ω ω ω
ωω
ω ϕ
ω
ω
Σ
∆
→
∆ ∆
≈ + × × → × × × − × ÷
25. System Dynamic RangeSystem Dynamic Range ((SDR)SDR)
25
Given calculation doesn’t take into account implementation losses which usually equal to 10 -15 dB. But even
in this case SDR = 189 dB that provides projected sounding depth more than 3 m because for typical stratum
average attenuation over the entire frequency range is about 30 dB/m.
Nmin = -172 dBm (B =1 Hz, T=150о
С)
P, dBm
Nant = - 82 dBm
Gdif_amp = 12 dB
NFdif_amp = 9 dB
Dmixer = 81 dB
DADC = 126 dB
Gdig.filter = 25 dB
Gp = 20 dB
SNR = 10 dB
GIF-filter = 45 dB
Nr_out = -151 dBm
Pt = 43 dBm (20 W)
leakage = - 15 dBm
Pmixer_max = 20 dBm
Nmixer = - 61 dBm
SDR =204SDR =204 dBdB
Direct leakage suppression” ≥ 40 dB
due to antenna isolation
Gdif_amp = 12 dB
Additional two channel leakage
compensation ≥ 30 dB
Ddif_amp = 102 dB
Output antenna noise power
NADC = - 106 dBm
Ndig_filter = - 131 dBm
Pdif_amp_max = 20 dBm
SDRreceiver = 161 dB
Noise floor
Input mixer noise power
Filtered input ADC noise
power
Filtered output ADC noise
power
Output receiver noise power
26. 26
Thank you for attention.Thank you for attention.
(Be in cooperation?!)