This document presents two novel techniques for generating accurate capillary pressure (Pc) curves from well log and core data. The first technique involves reservoir zonation based on pore size distribution, correlating irreducible water saturation (Swir) to reservoir quality index (RQI), and developing relationships between Pc endpoints and RQI. The second technique involves developing two Pc models - one relating normalized Pc and normalized non-wetting phase saturation using a modified Brooks and Corey model, and another relating normalized Pc and normalized non-wetting phase saturation. Both techniques were shown to accurately predict water saturation from well logs in different zones of a reservoir. The techniques can generate Pc curves without need for expensive laboratory measurements.
This document discusses different seismic indicators of hydrocarbon reservoirs including:
1) Flat spots which indicate hydrocarbon/water contacts as they are unconformable reflections.
2) Bright spots which result from increased acoustic impedance contrast between hydrocarbon-filled and water-filled reservoirs. They were difficult to identify until use of automatic gain control decreased.
3) Gas chimneys which appear as areas of poor data quality or push-downs, indicating leakage from hydrocarbon accumulations upwards.
Reservoir Geophysics : Brian Russell Lecture 2Ali Osman Öncel
This document discusses Amplitude Variation with Offset (AVO) techniques and impedance inversion methods. It covers the basics of AVO modeling using the Zoeppritz, Aki-Richards, and Fatti equations. The key methods are described, including intercept-gradient analysis and modeling AVO classes. Examples are provided to illustrate modeling reflections from wet versus gas sands and comparing the different AVO modeling approaches.
The document discusses airport pavement design methods, including the Flexible and Rigid pavement types. It describes the layers of surfaces, base, and subbase courses and their functions. It covers the CBR method developed by the US Corps of Engineers for airport pavement design, which considers aircraft wheel loads and pressures. Variables in the CBR method include soil CBR values, aircraft type and traffic, and material specifications. Examples are given for calculating layer thicknesses using the CBR and FAA methods.
Computation of coefficient of permeability functionINDRANIL BANERJEE
The document presents a method for calculating the coefficient of permeability (Kw) as a function of volumetric water content using the soil-water characteristic curve. It describes Kunze's model which divides the curve into equal intervals of volumetric water content and calculates the permeability for each interval using equations 1 and 2. The example applies this method to calculate Kw for 20 intervals of a sample soil-water characteristic curve by first determining the saturated permeability (Ks), saturated coefficient of permeability (Ksc), and matric suction values, then using these in equation 1 to find Kw over the range of volumetric water contents.
All of the perturbative approaches to multidimensional wave
equation processing. for example. wave equation migration (see,
e.g., Claerbout, 1971; French, 1975: Schneider, 1978; Stolt, 1978;
Sattlegger et al, 1980), or Born approximation inversion (see,
e.g., Cohen and Bleistein, 1979; Raz, 1981: Clayton and Stolt,
1981) require some input velocity information. In the Born approximation
to inversion, a reference or background velocity is
chosena nd a perturbationa boutt his velocity is determined.S imilarly,
a velocity model is a required input to all wave equation
migration techniques.
These are the slides presented at EGU 2017 General Meeting, the Pico session was entlited: Monitoring and modelling flow paths, supply and quality in a changing mountain cryosphere
Wavelet estimation for a multidimensional acoustic or elastic earth- Arthur W...Arthur Weglein
A new and general wave theoretical wavelet estimation
method is derived. Knowing the seismic wavelet
is important both for processing seismic data and for
modeling the seismic response. To obtain the wavelet,
both statistical (e.g., Wiener-Levinson) and deterministic
(matching surface seismic to well-log data) methods
are generally used. In the marine case, a far-field
signature is often obtained with a deep-towed hydrophone.
The statistical methods do not allow obtaining
the phase of the wavelet, whereas the deterministic
method obviously requires data from a well. The
deep-towed hydrophone requires that the water be
deep enough for the hydrophone to be in the far field
and in addition that the reflections from the water
bottom and structure do not corrupt the measured
wavelet. None of the methods address the source
array pattern, which is important for amplitude-versus-
offset (AVO) studies
The goal of this project was to characterize a Marcellus shale gas reservoir by determining its Original Gas in Place (OGIP) and CO2 storage capacity. Structural maps, well logs from 12 wells, and Langmuir isotherm data were used. Well logs were analyzed to determine net pay zones and calculate properties like total organic carbon (TOC) and porosity. These were used to calculate OGIP and CO2 storage capacity at each well, which were interpolated over the formation using Matlab. Summing the interpolated values gave the total OGIP of 14.12 TSCF and total CO2 storage capacity of 14.58 TSCF for the formation. Monte Carlo analysis accounted for uncertainty in
This document discusses different seismic indicators of hydrocarbon reservoirs including:
1) Flat spots which indicate hydrocarbon/water contacts as they are unconformable reflections.
2) Bright spots which result from increased acoustic impedance contrast between hydrocarbon-filled and water-filled reservoirs. They were difficult to identify until use of automatic gain control decreased.
3) Gas chimneys which appear as areas of poor data quality or push-downs, indicating leakage from hydrocarbon accumulations upwards.
Reservoir Geophysics : Brian Russell Lecture 2Ali Osman Öncel
This document discusses Amplitude Variation with Offset (AVO) techniques and impedance inversion methods. It covers the basics of AVO modeling using the Zoeppritz, Aki-Richards, and Fatti equations. The key methods are described, including intercept-gradient analysis and modeling AVO classes. Examples are provided to illustrate modeling reflections from wet versus gas sands and comparing the different AVO modeling approaches.
The document discusses airport pavement design methods, including the Flexible and Rigid pavement types. It describes the layers of surfaces, base, and subbase courses and their functions. It covers the CBR method developed by the US Corps of Engineers for airport pavement design, which considers aircraft wheel loads and pressures. Variables in the CBR method include soil CBR values, aircraft type and traffic, and material specifications. Examples are given for calculating layer thicknesses using the CBR and FAA methods.
Computation of coefficient of permeability functionINDRANIL BANERJEE
The document presents a method for calculating the coefficient of permeability (Kw) as a function of volumetric water content using the soil-water characteristic curve. It describes Kunze's model which divides the curve into equal intervals of volumetric water content and calculates the permeability for each interval using equations 1 and 2. The example applies this method to calculate Kw for 20 intervals of a sample soil-water characteristic curve by first determining the saturated permeability (Ks), saturated coefficient of permeability (Ksc), and matric suction values, then using these in equation 1 to find Kw over the range of volumetric water contents.
All of the perturbative approaches to multidimensional wave
equation processing. for example. wave equation migration (see,
e.g., Claerbout, 1971; French, 1975: Schneider, 1978; Stolt, 1978;
Sattlegger et al, 1980), or Born approximation inversion (see,
e.g., Cohen and Bleistein, 1979; Raz, 1981: Clayton and Stolt,
1981) require some input velocity information. In the Born approximation
to inversion, a reference or background velocity is
chosena nd a perturbationa boutt his velocity is determined.S imilarly,
a velocity model is a required input to all wave equation
migration techniques.
These are the slides presented at EGU 2017 General Meeting, the Pico session was entlited: Monitoring and modelling flow paths, supply and quality in a changing mountain cryosphere
Wavelet estimation for a multidimensional acoustic or elastic earth- Arthur W...Arthur Weglein
A new and general wave theoretical wavelet estimation
method is derived. Knowing the seismic wavelet
is important both for processing seismic data and for
modeling the seismic response. To obtain the wavelet,
both statistical (e.g., Wiener-Levinson) and deterministic
(matching surface seismic to well-log data) methods
are generally used. In the marine case, a far-field
signature is often obtained with a deep-towed hydrophone.
The statistical methods do not allow obtaining
the phase of the wavelet, whereas the deterministic
method obviously requires data from a well. The
deep-towed hydrophone requires that the water be
deep enough for the hydrophone to be in the far field
and in addition that the reflections from the water
bottom and structure do not corrupt the measured
wavelet. None of the methods address the source
array pattern, which is important for amplitude-versus-
offset (AVO) studies
The goal of this project was to characterize a Marcellus shale gas reservoir by determining its Original Gas in Place (OGIP) and CO2 storage capacity. Structural maps, well logs from 12 wells, and Langmuir isotherm data were used. Well logs were analyzed to determine net pay zones and calculate properties like total organic carbon (TOC) and porosity. These were used to calculate OGIP and CO2 storage capacity at each well, which were interpolated over the formation using Matlab. Summing the interpolated values gave the total OGIP of 14.12 TSCF and total CO2 storage capacity of 14.58 TSCF for the formation. Monte Carlo analysis accounted for uncertainty in
Thermally modulated heating is applied to a horizontal channel to analyze its effect on drag reduction using numerical techniques. Periodic heating patterns are applied to the upper and lower walls using a sinusoidal function. The governing equations are solved using MATLAB. Results show that drag reduction is highest when the phase shift between the upper and lower wall heating is zero. Increasing uniform background heating along the walls also increases drag reduction, up to 110% higher for some cases. However, the improvement in drag reduction due to uniform heating is only significant at lower Reynolds numbers and for higher values of uniform heating. Vertical heat transfer, measured by the average Nusselt number, also increases with background heating.
This document presents a case study on calculating floor response spectra for the main equipment of a 35 MW steam turbine located in an area with high seismicity. Dynamic time-history analyses were performed using artificial ground motions compatible with local seismic design codes. A detailed finite element model of the turbine foundation was developed accounting for soil-structure interaction. The predominant seismic response was determined to be rocking in the direction of the large foundation aspect ratio. Design floor response spectra developed for the main equipment supports consider the effects of soil properties, hysteretic behavior, and structural ductility.
This document presents a technique for representing bulk volume water (BVW) on a Pickett crossplot of log resistivity vs log porosity. Lines of equal BVW are constructed on the crossplot based on the relationships between the cementation exponent (m), saturation exponent (n), and BVW. The slopes of the BVW lines depend on whether m equals n, m is less than n, or m is greater than n. This combined crossplot allows evaluating formation saturation and BVW from a single plot, integrating separate interpretive methods.
The document discusses two cooling configurations - jets impinging in cut-out regions of pin-fins and jets impinging directly in wake regions. A Large Eddy Simulation is conducted and finds that the cut-out configuration achieves better cooling through formation of counter-rotating vortex pairs, while direct impingement in wakes diminishes stagnation point heat transfer due to jet deflection. Thermal effectiveness is also higher in the cut-out configuration at all rows.
A study on multple time lapse seismic avo inversionzhenhuarui
The seismic responses caused by different reservoir parameter variations are numerically simulated,
and then the feasibility of discriminating different reservoir parameters and realizing quantitative interpretation
using time-lapse seismic AVO technique is ensured. Based on Aki and Richards’ simplified AVO equation, the
formula of P-P wave and P-S wave for time-lapse seismic AVO was derived in details. According to the rock
physical model of S oil field and the formula acquired, the multiple time-lapse seismic AVO inversion equations
are achieved to discriminate the changes of oil saturation and effective pressure. It is shown by simulated data
experiment that the time-lapse seismic AVO inversion is feasible, and the formula derived in this paper is effective
to discriminate the changes of oil saturation and effective pressure, and to improve the precision of time-lapse
seismic interpretation.
This document discusses an integrated workflow for pre-stack depth migration and AVO inversion on the Penguin oil field in the North Sea. Key aspects of the integrated workflow include: 1) Conducting AVO feasibility studies early in processing to help update the velocity model; 2) Using AVO diagnostics on pre-stack data and angle stacks to identify problems and improve amplitude reliability; 3) Inverting for lithology and porosity cubes to aid reservoir characterization and modeling. The integrated approach aimed to improve efficiency and impact of the entire process from seismic processing through reservoir modeling.
Obtaining three-dimensional velocity information directly from reflection sei...Arthur Weglein
This paper present a formalism for obtaining the subsurface
velocity configuration directly from reflection seismic data.
Our approach is to apply the results obtained for inverse
problems in quantum scattering theory to the reflection
seismic problem. In particular, we extend the results of
Moses (1956) for inverse quantum scattering and Razavy
(1975) for the one-dimensional (1-D) identification of the
acoustic wave equation to the problem of identifying the
velocity in the three-dimensional (3-D) acoustic wave equation
from boundary value measurements. No a priori knowledge
of the subsurface velocity is assumed and all refraction,
diffraction, and multiple reflection phenomena are
taken into account. In addition, we explain how the idea of
slant stack in processing seismic data is an important part
of the proposed 3-D inverse scattering formalism.
This document discusses one-dimensional consolidation in layered soils. It presents four idealized soil profiles with two layers each to analyze how permeability and compressibility affect consolidation rates. The correct approach considers both parameters, while assuming a single coefficient of consolidation can mislead. Results show consolidation is fastest when the more compressible soil is by the drained boundary, and slowest when the less permeable soil overlies the more compressible layer, similar to how heat transfers in baked Alaska. Neglecting layer properties can significantly underestimate or overestimate settlement rates.
This document summarizes Coulomb's earth pressure theory for calculating active and passive lateral earth pressures on retaining walls. It provides derivations of the equations for active and passive pressures in cohesionless soils based on force equilibrium. The key equations given are for the active earth pressure coefficient Ka, which relates the active earth pressure Pa to the vertical stress σv using soil unit weight γ, wall inclination α, and soil friction angle φ.
Learning to Ride the Waves is a pre-test for a periodic functions class. The test contains 4 multiple choice questions and 1 free response question about periodic functions, including determining the period and amplitude of sinusoidal functions, using sinusoidal functions to model real world data like tides and sunrise times, and finding the regression equation for sinusoidal pattern data. The last question asks students to sketch and use a sinusoidal function to predict the earliest sunrise time in Saskatoon.
Spt spt t procedures and practical applications -luciano decourtcfpbolivia
This document discusses procedures and applications for SPT/SPT-T testing and summarizes the results of loading tests and SPT-T tests at a site. It notes that average NSPT values should be used rather than single values due to heterogeneous soil behavior. Loading tests showed good agreement between bearing capacity values extrapolated from tests and predicted based on average NSPT values. SPT-T tests showed variation in N values with depth and excavation can affect NSPT values used for design. The document also discusses how an aging factor can be applied to correlations between SPT N-values and soil properties to better fit field data.
The document presents a methodology for reconstructing daily rainfall time-series data using wavelet analysis and remote sensing vegetation data. It describes implementing the methodology to reconstruct rainfall for an area in Sri Lanka over an 11-year period. It also describes an experiment where rainfall data from one station was removed to test the impact and assess differences in the reconstructed and original rainfall histograms. Potential applications of the reconstruction method are discussed.
This document summarizes a research paper that was presented at the seventh International Conference on Urban Climate from June 29th to July 3rd, 2009 in Yokohama, Japan. The paper describes the development of a new 1-D Urban Canopy Model to simulate the effects of urban structures on atmospheric flow. Large Eddy Simulations were used to validate the model for different building configurations. The paper also introduces a new method for representing complex urban geometries with a simplified, equivalent representation of regularly spaced buildings that can be used as input for Urban Canopy Models.
1. The document discusses applying multi-curve reconstruction technology to seismic inversion to improve accuracy and reliability. It focuses on reconstructing SP and RMN curves from well logs that are affected by various distortions.
2. The process of reconstructing the curves involves removing baseline drift, standardizing values, applying linear filtering, and fitting the curves. This removes interference and retains valid lithological information.
3. Reconstructing high quality curves improves the resolution and credibility of seismic inversion results. The method is shown to effectively predict sand distribution with little error.
The document analyzes data from 18 sites across 11 rivers in Northumbria to determine relationships between soluble reactive phosphorus (SRP), boron (B), and seasonal change in SRP (SC_SRP) as indicators of phosphorus sources. Statistical analysis found significant positive relationships between SRP and B, and SRP and SC_SRP. B and distance from cities were negatively correlated, as were SRP and distance. Regression analysis showed a moderate correlation between SRP:B ratio and SC_SRP. Estimated SC_SRP values from regression of SRP and B matched actual SC_SRP values significantly. The results support using the SRP, B, and SC_SRP analysis to determine dominant phosphorus sources as required
This document discusses correlations between the Standard Penetration Test (SPT) and Cone Penetration Test (CPT). It notes that while SPT is widely used, CPT provides more reliable and repeatable results. The document reviews research on expressing the relationship between SPT N-values and CPT cone resistance (qc) through ratios of qc/N. It presents Robertson and Campanella's method which uses the relationship (qc/pa)/N60 to determine soil behavior type from CPT and SPT data. While this is a simple method, it can cause confusion at boundary zones between soil types. Developing a CPT-SPT correlation provides additional geotechnical data based on the more common
This document discusses fluid flow and well productivity in reservoirs. It covers topics like different flow regimes based on boundaries, pressure behavior over time, productivity index concepts, and multiphase flow equations. The key points are:
1) Fluid flow in a well goes through different regimes as boundaries are encountered like infinite-acting, late transient, and pseudo-steady state where all boundaries are felt.
2) Productivity index (PI) is a measure of well productivity and is useful for comparing wells, estimating capacity, and identifying well problems.
3) Multiphase flow equations account for changing properties like relative permeability below the bubble point that impact productivity calculations.
This document presents a velocity profile equation for blood flow in small arterioles and venules of small mammals in vivo. The equation includes two bluntness parameters, κ1 and κ2, which allow for better fitting of experimental velocity profile data compared to equations with a single parameter. The equation satisfies the assumptions of axisymmetric flow in cylindrical tubes, zero velocity at the wall, and a blunter than parabolic profile. The equation is evaluated based on 17 previously published velocity profiles from mice, rats and rabbits, with diameters ranging from 17 to 38.6 μm. Correlation coefficients for fitting the profiles were over 0.96, and estimated volume flow errors were low, indicating the equation can accurately describe microvascular velocity profiles
REVIEW VProfiles Koutsiaris 2010b BULLETIN of PSHMKoutsiaris Aris
This document reviews equations that describe the velocity profile of blood flow in mammalian microvessels. It divides the equations into two groups: those that can be reduced to the classic parabolic equation (Group A), and those that cannot (Group B). Group A includes the parabolic, Roevros, and Koutsiaris equations. The Koutsiaris equation best approximates experimental mouse venule velocity profile data with errors under 1%, while the parabolic equation underestimates by up to 72% and the Roevros overestimates by up to 48%. Group B includes the Damiano equation, which fits mouse venule data very well using non-linear regression. However, it remains unclear whether these equations, validated
Mobility Measurements Probe Conformational Changes in Membrane-embedded prote...richardgmorris
The function of membrane-embedded proteins such as ion channels depends crucially on their conformation. We demonstrate how conformational changes in asymmetric membrane proteins may be inferred from measurements of their diffusion. Such proteins cause local deformations in the membrane, which induce an extra hydrodynamic drag on the protein. Using membrane tension to control the magnitude of the deformations and hence the drag, measurements of diffusivity can be used to infer--- via an elastic model of the protein--- how conformation is changed by tension. Motivated by recent experimental results [Quemeneur et al., Proc. Natl. Acad. Sci. USA, 111 5083 (2014)] we focus on KvAP, a voltage-gated potassium channel. The conformation of KvAP is found to change considerably due to tension, with its `walls', where the protein meets the membrane, undergoing significant angular strains. The torsional stiffness is determined to be 26.8 kT at room temperature. This has implications for both the structure and function of such proteins in the environment of a tension-bearing membrane.
Thermally modulated heating is applied to a horizontal channel to analyze its effect on drag reduction using numerical techniques. Periodic heating patterns are applied to the upper and lower walls using a sinusoidal function. The governing equations are solved using MATLAB. Results show that drag reduction is highest when the phase shift between the upper and lower wall heating is zero. Increasing uniform background heating along the walls also increases drag reduction, up to 110% higher for some cases. However, the improvement in drag reduction due to uniform heating is only significant at lower Reynolds numbers and for higher values of uniform heating. Vertical heat transfer, measured by the average Nusselt number, also increases with background heating.
This document presents a case study on calculating floor response spectra for the main equipment of a 35 MW steam turbine located in an area with high seismicity. Dynamic time-history analyses were performed using artificial ground motions compatible with local seismic design codes. A detailed finite element model of the turbine foundation was developed accounting for soil-structure interaction. The predominant seismic response was determined to be rocking in the direction of the large foundation aspect ratio. Design floor response spectra developed for the main equipment supports consider the effects of soil properties, hysteretic behavior, and structural ductility.
This document presents a technique for representing bulk volume water (BVW) on a Pickett crossplot of log resistivity vs log porosity. Lines of equal BVW are constructed on the crossplot based on the relationships between the cementation exponent (m), saturation exponent (n), and BVW. The slopes of the BVW lines depend on whether m equals n, m is less than n, or m is greater than n. This combined crossplot allows evaluating formation saturation and BVW from a single plot, integrating separate interpretive methods.
The document discusses two cooling configurations - jets impinging in cut-out regions of pin-fins and jets impinging directly in wake regions. A Large Eddy Simulation is conducted and finds that the cut-out configuration achieves better cooling through formation of counter-rotating vortex pairs, while direct impingement in wakes diminishes stagnation point heat transfer due to jet deflection. Thermal effectiveness is also higher in the cut-out configuration at all rows.
A study on multple time lapse seismic avo inversionzhenhuarui
The seismic responses caused by different reservoir parameter variations are numerically simulated,
and then the feasibility of discriminating different reservoir parameters and realizing quantitative interpretation
using time-lapse seismic AVO technique is ensured. Based on Aki and Richards’ simplified AVO equation, the
formula of P-P wave and P-S wave for time-lapse seismic AVO was derived in details. According to the rock
physical model of S oil field and the formula acquired, the multiple time-lapse seismic AVO inversion equations
are achieved to discriminate the changes of oil saturation and effective pressure. It is shown by simulated data
experiment that the time-lapse seismic AVO inversion is feasible, and the formula derived in this paper is effective
to discriminate the changes of oil saturation and effective pressure, and to improve the precision of time-lapse
seismic interpretation.
This document discusses an integrated workflow for pre-stack depth migration and AVO inversion on the Penguin oil field in the North Sea. Key aspects of the integrated workflow include: 1) Conducting AVO feasibility studies early in processing to help update the velocity model; 2) Using AVO diagnostics on pre-stack data and angle stacks to identify problems and improve amplitude reliability; 3) Inverting for lithology and porosity cubes to aid reservoir characterization and modeling. The integrated approach aimed to improve efficiency and impact of the entire process from seismic processing through reservoir modeling.
Obtaining three-dimensional velocity information directly from reflection sei...Arthur Weglein
This paper present a formalism for obtaining the subsurface
velocity configuration directly from reflection seismic data.
Our approach is to apply the results obtained for inverse
problems in quantum scattering theory to the reflection
seismic problem. In particular, we extend the results of
Moses (1956) for inverse quantum scattering and Razavy
(1975) for the one-dimensional (1-D) identification of the
acoustic wave equation to the problem of identifying the
velocity in the three-dimensional (3-D) acoustic wave equation
from boundary value measurements. No a priori knowledge
of the subsurface velocity is assumed and all refraction,
diffraction, and multiple reflection phenomena are
taken into account. In addition, we explain how the idea of
slant stack in processing seismic data is an important part
of the proposed 3-D inverse scattering formalism.
This document discusses one-dimensional consolidation in layered soils. It presents four idealized soil profiles with two layers each to analyze how permeability and compressibility affect consolidation rates. The correct approach considers both parameters, while assuming a single coefficient of consolidation can mislead. Results show consolidation is fastest when the more compressible soil is by the drained boundary, and slowest when the less permeable soil overlies the more compressible layer, similar to how heat transfers in baked Alaska. Neglecting layer properties can significantly underestimate or overestimate settlement rates.
This document summarizes Coulomb's earth pressure theory for calculating active and passive lateral earth pressures on retaining walls. It provides derivations of the equations for active and passive pressures in cohesionless soils based on force equilibrium. The key equations given are for the active earth pressure coefficient Ka, which relates the active earth pressure Pa to the vertical stress σv using soil unit weight γ, wall inclination α, and soil friction angle φ.
Learning to Ride the Waves is a pre-test for a periodic functions class. The test contains 4 multiple choice questions and 1 free response question about periodic functions, including determining the period and amplitude of sinusoidal functions, using sinusoidal functions to model real world data like tides and sunrise times, and finding the regression equation for sinusoidal pattern data. The last question asks students to sketch and use a sinusoidal function to predict the earliest sunrise time in Saskatoon.
Spt spt t procedures and practical applications -luciano decourtcfpbolivia
This document discusses procedures and applications for SPT/SPT-T testing and summarizes the results of loading tests and SPT-T tests at a site. It notes that average NSPT values should be used rather than single values due to heterogeneous soil behavior. Loading tests showed good agreement between bearing capacity values extrapolated from tests and predicted based on average NSPT values. SPT-T tests showed variation in N values with depth and excavation can affect NSPT values used for design. The document also discusses how an aging factor can be applied to correlations between SPT N-values and soil properties to better fit field data.
The document presents a methodology for reconstructing daily rainfall time-series data using wavelet analysis and remote sensing vegetation data. It describes implementing the methodology to reconstruct rainfall for an area in Sri Lanka over an 11-year period. It also describes an experiment where rainfall data from one station was removed to test the impact and assess differences in the reconstructed and original rainfall histograms. Potential applications of the reconstruction method are discussed.
This document summarizes a research paper that was presented at the seventh International Conference on Urban Climate from June 29th to July 3rd, 2009 in Yokohama, Japan. The paper describes the development of a new 1-D Urban Canopy Model to simulate the effects of urban structures on atmospheric flow. Large Eddy Simulations were used to validate the model for different building configurations. The paper also introduces a new method for representing complex urban geometries with a simplified, equivalent representation of regularly spaced buildings that can be used as input for Urban Canopy Models.
1. The document discusses applying multi-curve reconstruction technology to seismic inversion to improve accuracy and reliability. It focuses on reconstructing SP and RMN curves from well logs that are affected by various distortions.
2. The process of reconstructing the curves involves removing baseline drift, standardizing values, applying linear filtering, and fitting the curves. This removes interference and retains valid lithological information.
3. Reconstructing high quality curves improves the resolution and credibility of seismic inversion results. The method is shown to effectively predict sand distribution with little error.
The document analyzes data from 18 sites across 11 rivers in Northumbria to determine relationships between soluble reactive phosphorus (SRP), boron (B), and seasonal change in SRP (SC_SRP) as indicators of phosphorus sources. Statistical analysis found significant positive relationships between SRP and B, and SRP and SC_SRP. B and distance from cities were negatively correlated, as were SRP and distance. Regression analysis showed a moderate correlation between SRP:B ratio and SC_SRP. Estimated SC_SRP values from regression of SRP and B matched actual SC_SRP values significantly. The results support using the SRP, B, and SC_SRP analysis to determine dominant phosphorus sources as required
This document discusses correlations between the Standard Penetration Test (SPT) and Cone Penetration Test (CPT). It notes that while SPT is widely used, CPT provides more reliable and repeatable results. The document reviews research on expressing the relationship between SPT N-values and CPT cone resistance (qc) through ratios of qc/N. It presents Robertson and Campanella's method which uses the relationship (qc/pa)/N60 to determine soil behavior type from CPT and SPT data. While this is a simple method, it can cause confusion at boundary zones between soil types. Developing a CPT-SPT correlation provides additional geotechnical data based on the more common
This document discusses fluid flow and well productivity in reservoirs. It covers topics like different flow regimes based on boundaries, pressure behavior over time, productivity index concepts, and multiphase flow equations. The key points are:
1) Fluid flow in a well goes through different regimes as boundaries are encountered like infinite-acting, late transient, and pseudo-steady state where all boundaries are felt.
2) Productivity index (PI) is a measure of well productivity and is useful for comparing wells, estimating capacity, and identifying well problems.
3) Multiphase flow equations account for changing properties like relative permeability below the bubble point that impact productivity calculations.
This document presents a velocity profile equation for blood flow in small arterioles and venules of small mammals in vivo. The equation includes two bluntness parameters, κ1 and κ2, which allow for better fitting of experimental velocity profile data compared to equations with a single parameter. The equation satisfies the assumptions of axisymmetric flow in cylindrical tubes, zero velocity at the wall, and a blunter than parabolic profile. The equation is evaluated based on 17 previously published velocity profiles from mice, rats and rabbits, with diameters ranging from 17 to 38.6 μm. Correlation coefficients for fitting the profiles were over 0.96, and estimated volume flow errors were low, indicating the equation can accurately describe microvascular velocity profiles
REVIEW VProfiles Koutsiaris 2010b BULLETIN of PSHMKoutsiaris Aris
This document reviews equations that describe the velocity profile of blood flow in mammalian microvessels. It divides the equations into two groups: those that can be reduced to the classic parabolic equation (Group A), and those that cannot (Group B). Group A includes the parabolic, Roevros, and Koutsiaris equations. The Koutsiaris equation best approximates experimental mouse venule velocity profile data with errors under 1%, while the parabolic equation underestimates by up to 72% and the Roevros overestimates by up to 48%. Group B includes the Damiano equation, which fits mouse venule data very well using non-linear regression. However, it remains unclear whether these equations, validated
Mobility Measurements Probe Conformational Changes in Membrane-embedded prote...richardgmorris
The function of membrane-embedded proteins such as ion channels depends crucially on their conformation. We demonstrate how conformational changes in asymmetric membrane proteins may be inferred from measurements of their diffusion. Such proteins cause local deformations in the membrane, which induce an extra hydrodynamic drag on the protein. Using membrane tension to control the magnitude of the deformations and hence the drag, measurements of diffusivity can be used to infer--- via an elastic model of the protein--- how conformation is changed by tension. Motivated by recent experimental results [Quemeneur et al., Proc. Natl. Acad. Sci. USA, 111 5083 (2014)] we focus on KvAP, a voltage-gated potassium channel. The conformation of KvAP is found to change considerably due to tension, with its `walls', where the protein meets the membrane, undergoing significant angular strains. The torsional stiffness is determined to be 26.8 kT at room temperature. This has implications for both the structure and function of such proteins in the environment of a tension-bearing membrane.
This document outlines key concepts in reservoir engineering related to fluid flow regimes including unsteady-state flow, pseudosteady-state flow, and the use of skin and shape factors to account for non-ideal reservoir conditions. Specific topics covered include solutions to the diffusivity equation, radial flow equations for slightly compressible and compressible fluids, and modifications to account for wellbore skin effects and different flow geometries. The document provides equations and examples for analyzing fluid flow and pressure distribution during different flow regimes.
Applying Geo-mechanics to Well Modelling and Inflow Performance RelationshipsDaniel Chia
1) The document describes applying geo-mechanics principles to model sand production and inflow performance in wells. It presents an equation that projects the "sanding line" which indicates when sand will be produced onto the flow rate vs bottom hole pressure graph.
2) Key concepts discussed include the Mohr-Coulomb failure criterion for predicting rock failure, concepts of total, effective and minimum/maximum horizontal stresses, and how stresses change around deviated or perforated wellbores.
3) Two example applications are presented to illustrate using geo-mechanics to model inflow relationships and sand production for a well, though actual formation measurements are preferable to the assumed values used in the examples.
science behind well logging_dileep p allavarapuknigh7
This document provides an overview of well logging exercises for students. It discusses the importance of various disciplines in exploration and production such as reservoir modeling, drilling and logging, geology and seismic. The ultimate goal of well log interpretation is to calculate water saturation, hydrocarbon saturation and effective porosity in reservoir rock units. Key points are provided about common rock types like sandstone, shale and limestone. The document reviews important well logs like gamma ray, resistivity, neutron and density and how they can be used to interpret lithology, porosity, fluid content and saturation. Formulas like Archie's equation and Indonesian equation are also summarized. Contact information is provided for institutions where students can learn more.
Anomalous Synchronization Stability of Power-grid NetworkHeetae Kim
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A New Free Surface Capturing Finite Elements Methods
SPE Pc paper final-rev3
1. SPE-181305-MS
A Novel Technique for Generation of Accurate Capillary Pressure (Pc)
Curves from Conventional Logs and Routine Core Data and new Pc
Endpoint Functions after Considering the Sedimentary Environment and
Pore Throat Size Distribution Shape (PTSDS)
Mohsen FazelAlavi, Petrocarbon; Mina FazelAlavi, Kansas Geological Survey (KGS); and
Maryam FazelAlavi, Petrocarbon
2. Overview
Reservoir zonation based on the linear relationship between FZI and 1/ (Swir.φ),
(Fazelalavi et al. 2014)
Correlation of endpoints of Pc curves (Pe and Swir) with different rock properties
Effect of pore size distribution on Pc curves
1st Pc Model - Brooks and Corey model after modification
2nd Pc Model – Normalized Pc (Pcn) relation with normalized non-wetting phase
saturation (Snwn)
Sw prediction in well A3 by 1st Pc model
Sw prediction in well A3 by 2nd Pc model
Slide 2
SPE-181305-MS • A Novel Technique for Generation of Accurate Capillary Pressure (Pc) Curves • Mina Fazelalavi
3. Slide 3
SPE-181305-MS • A Novel Technique for Generation of Accurate Capillary Pressure (Pc) Curves • Mina Fazelalavi
Reservoir Zonation
FZI (core) and 1/(Swi*Phi) (log) are plotted vs. depth and zones with similar
pore size distribution are delineated (Fazelalavi et al. 2014)
4. Best correlation is obtained when 1) reservoir rocks are classified 2) Swir is
correlated to Reservoir quality Index (RQI)
Correlations of Swir with other rock properties such as k, FZI, DRT, HUs, and
Phi are more inferior relative to RQI. Table below shows R2 of Swir correlation
with different rock properties
Irreducible Water Saturation (Swir) Correlation
Reservoir Zone RQI k FZI Phi
1 0.85 0.85 0.72 0.34
2 0.87 0.82 0.67 0.04
3 0.95 0.93 0.89 0.08
4 0.86 0.84 0.67 0.24
5 0.88 0.87 0.82 0.13
6 0.91 0.86 0.91 0.02
Average 0.88 0.86 0.78 0.10
5. Slide 5
SPE-181305-MS • A Novel Technique for Generation of Accurate Capillary Pressure (Pc) Curves • Mina Fazelalavi
Swir Correlation with RQI
Reservoir rock is first classified based on FZI and 1/(Sw*Phi), (Fazelalavi et al.
2014)
Swir correlation with RQI is found: Swir = a*𝑅𝑄𝐼 𝑏
A distinct Swir correlation is found for every zone of the reservoir
y = 0.031x-0.895
R² = 1
0.000
0.100
0.200
0.300
0.400
0.500
0.600
0.700
0.800
0.000 0.100 0.200 0.300 0.400
IrreducibleWaterSaturation,Fr
Reservoir Quality Index (RQI)
Zone 1
y = 0.022x-0.63
R² = 0.9955
0.000
0.050
0.100
0.150
0.200
0.000 0.050 0.100 0.150 0.200Swi,Fr
Reservoir Quality Index (RQI)
Zone 2
6. Slide 6
SPE-181305-MS • A Novel Technique for Generation of Accurate Capillary Pressure (Pc) Curves • Mina Fazelalavi
Relationship between Pc Entry pressure (Pe) and RQI
A strong correlation exists between Winland R35 and RQI in each zone: R35= aRQIb
Pore throat radius (Re) at entry pressure (Pe) is proportional to Winland R35: Re = C1*R35
A function for Re in terms of RQI is found for each zone: Re = C1*a* RQIb
Therefore, Pe can be expressed in terms of RQI for each zone: Pe = (2σ2cosθ) /(Re)
7. Residual Oil Saturation Correlation
Residual Oil saturation is needed for imbibition Pc curves
When SCAL data is available:
Sor = e× RQIf
When SCAL data is not available (Pentland et al. 2010) :
Sor = 0.012 Soi2 + 0.474 Soi
8. Effect of Pore Size Distribution on Pc Curves
Figure 19: Pore throat size distribution
– Single Modal
Figure 20: Capillary pressure curve by
mercury injection –Single Modal
One Pc equation accurately
predicts water Saturation in a
single modal pore size
distribution
Similar pore size distributions
are delineated by reservoir
zonation (Slide 3)
Constant C1 (Re = C1*a*
RQIb) depends on degree of
sorting
Irreducible water saturation
function based on RQI depends
on degree of sorting
9. 0
0
1
10
100
1000
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1
Pc,psi
Sw, v/v
Pc Lab
Predicted Pc
Figure 21: Pore throat size distribution
in a carbonate Sample – Bi--Modal
In a bi-modal pore
size distribution, one
Pc equation can
predict water
saturation for all Pc
values
In this case, two
models are needed
Effect of Pore Size Distribution on Pc Curves
Figure 23: Core Capillary pressure –
Bi-Modal Sample and Pc Prediction by
a Single Model
10. Son
Swn
Lambda is obtained by plotting Pcn versus normalized water saturation (Swn) on log-log scale
1st Pc Model
Brooks and Corey Model after Modification
11. Slide 11
SPE-181305-MS • A Novel Technique for Generation of Accurate Capillary Pressure (Pc) Curves • Mina Fazelalavi
Well A3 – Zone 1: Correlation between Pcn and Swn
(Modified Brook and Core Model)
Capillary pressure at log depth
was calculated from FWL and fluid
densities
Pcn and Swn were calculated at
each depth and they were plotted
to obtain Lambda in Pc equations
Lambda is the negative of the
reciprocal of slope
12. 2nd Pc Model- Drainage Pc curves
Pcn Relation with Normalized Non-wetting Phase Saturation (Snwn)
Pcn = Pc/Pe
Snwn= (1-Sw)/ (1-Swir) Eq.21
Pcn is plotted against Snwn and following equation is found:
Snwn = (1 – a ×Pe/Pc) × (1- (Pe/Pc) b) Eq.22
Combining the equations 21 & 22 and after rearranging result in:
Sw = 1 − (1 − Swir)× (1 – a × Pe/Pc)×(1- (Pe/Pc)b) Eq.24
13. Slide 13
SPE-181305-MS • A Novel Technique for Generation of Accurate Capillary Pressure (Pc) Curves • Mina Fazelalavi
Well A3 – Zone 5: Correlation between Pcn and Snwn (2nd Model)
Capillary pressure at log depth
was calculated from FWL and
fluid densities
Pcn and Snwn were calculated at
each depth and they were plotted
to obtain a and b in Eq. 22.
Sw was predicted by Eq. 24
14. Slide 14
SPE-181305-MS • A Novel Technique for Generation of Accurate Capillary Pressure (Pc) Curves • Mina
2nd Pc Model-Imbibition Pc curves
Pcn Relation with Non-wetting Phase Saturation (Snwn)
Snwn = (1-Sw-Sor)/ (1-Swir-Sor)
Pcn is plotted against Snwn and following equations are found:
Snwn = (1 – a×Pe / (Pc+Pe)) × (1 – ((Pe / (Pc+Pe)) b) Eq.23
Combining the two equations and after rearranging result in:
Sw= 1 – Sor – (1−Swir−Sor)× (1 – a × Pe/ (Pc+Pe))× (1− ((Pe / (Pc+Pe))b) Eq. 25
16. Slide 16
SPE-181305-MS • A Novel Technique for Generation of Accurate Capillary Pressure (Pc) Curves • Mina
Comparison of Predicted Sw by Model 1 and Model 2 with
Log Derived Sw
17. Slide 17
SPE-181305-MS • A Novel Technique for Generation of Accurate Capillary Pressure (Pc) Curves • Mina
Conclusion
More accurate Pc curves are obtained once the reservoir rock is classified according to
the proposed method
Swir is best correlated with RQI for Pc modeling
Relationship between Swir with other rock properties are inferior relative to Swir to RQI
A robust relationship between Winland R35 and RQI is confirmed
A linear relationship between radius of pore throat at threshold pressure (Re) and
Winland R35 exists
Based on the above statements, entry pressure is related to RQI
Two Pc models are proposed which can be applied to each reservoir zone (both give
accurate results)
Both models were used to derive Pc curves from log saturations which replicated log
saturations accurately
The presented technique could eliminate or reduce the need for expensive lab Pc
measurements
18. Acknowledgements
The authors would like to thank Kansas Geological Survey, especially Cathy
Evans, for their support and Schlumberger for the use of Techlog software
Slide 18
In the First part a new zonation technique will be discussed. This technique is based on a linear relationship btw FZI from core and reciprocal of Irreducible water saturation times porosity
Then correlations of endpoints of capillary pressure curve that are p entry and irriducible water saturation with different rock properties will be compared and new functions of endpoint of Pc curves will be presented
Effect of pore size distribution on capillary pressure curves will be explained with some examples
2 models for generation of Pc curves will be presented and examples will demonstrate the accuracy of the techniques
This plot shows a new technique for reservoir zonation before generation of Pc curves. Data points are FZI from core versus depth and the red line is the reciprocal of Irriducible water saturation times porosity multiplied by a factor. Zones with similar pore size distribution are delineated from each other. 7 zones are selected from this plot. For each of these zones, one Pc formula will be generated that gives accurate saturations.
Irreducible water saturation, one of the endpoints of Pc curve, is best corrected with RQI. RQI is a fuction of permeability and porosity. This table shows R2 of Irreducible water saturation relationship with different rock properties such as…….. As it can be observed from the table, R2 of RQI is the highest. Therefore, Swir in the Pc formula is related to RQI.
Based on the previously discussed reservoir zonation, one function of swir in terms of RQI is generated for each zone. This function is in the form of power equation. Each zone have a distinct function of swir which will be incorporated later in the Pc formula.
There is a strong relationship between Winland R35 and RQI in each zone.
Pore throat radius at entry threshold pressure is proportional to Windland R35
Therefore, Pore throat radius at entry pressure can be expressed in terms of RQI form above 2 relations
Also, Entry pressure can be expressed in terms of Re and therefore RQI
Residual oil saturation is another endpoint of Pc curves for imbibitions case. If SCAL data is available, a power equation like this in terms of RQI can be obtained in each zone. Otherwise, this power 2 polynomial function can be used which is in terms of Soi and Soi can be expressed in terms of RQI in each zone.
Pore size distributions can be either single or bi-modal. Plot on the left shows pore size distribution which is single modal. In a single modal pore size distribution, a single Pc equation can predict water saturations for all Pc values. The new Pc formula will be presented in the next part. Degree of sorting changes the shape of pore size distribution as well as endpoints functions of Pc curves and Pc equation. Constant C1 in pore throat radius at entry pressure depends on degree of sorting therefore, entry pressure equation will change if the degree of sorting changes. How C1 is affected by degree of sorting was explained in the paper.
The plot on the left shows a bi-modal pore size distribution. In this case, a single Pc equation can not predict water saturation for all Pc values accurately. Pc predicted matches with the lab Pc for lower saturation but depart from Pc lab for higher wetting saturation. In this case 2 models are needed. Application of this case to the reservoir simulation have complication and needs more investigations.
First Pc model is based on Brooks and Corey Model which is modified by replacing Pc with normalized Pc and Normalized oil saturation is replaced by normalized water saturation.
For imbibition , there is a extra term which is residual oil saturation. Lambda is obtained by ……
This plot shows how to obtain Lambda for the Pc equation. Sw prediction is shown in Slide No. 12 for zone 1 and the rest of the reservoir
I am presenting the second Pc formula which is a new formula that relates normalized Pc with normalized non-wetting phase saturation. Pcn is plotted against normalized non-wetting phase saturation and constant a and b in Eq 22 can be found by solver. As will be shown in the next slide By combining Eq 21 and 22, eq 24 which is the Pc formula is obtained. All endpoints of Pc will be expressed in terms of RQI which were presented in the previous slide.
Predicted Sw in zone 5 and reservoir are shown in next slide
These new formulas are for imbibition Pc curves that has extra term which is Sor. Pcn is plotted agaist normalized non-wetting phase saturation to find a and b in the same way as it was explained previously for drainage case. By combining the 2 first equation, Pc formula is obtained for imbibition. All endpoints can be replaced by functions expressed in terms of RQI .
This is an example of drainage Pc curves generated by the Introduced Pc formula for different RQI in a single reservoir zone.
This is a well in a Crataceous reservoir in Iran. The reservoir was divided into seven zones and 7 Pc equations were obtained and used to predict water saturation. Water saturation from log is shown in dashed black line and predicted water saturation by modified Brook & Corey equation and the new formula are in red line. They replicate log saturation very accurately.
The new Technique is different from other methods in several ways:
Special zonation method is applied to the reservoir so that zones with distinct PC equations are separated while in other method one Pc equation is applied for the entire reservoir.
New functions for endpoints were introduced which give more accurate results.
This method can generate Pc equations from log data. Generally SCAL data are used to generate Pc model