SlideShare a Scribd company logo
1 of 1
Construction of a two phase flow in porous media experiment and design of relative
permeabilities diagram
Chapter 1
Two phase flow and general characteristics
• Porosity
• Permeability
• Viscosity
• Interfacial tension
• Capillary pressure
• Rel. Perm. Diagrams
• Etc.
Chapter 2
Petroleum and Recovery Methods
• Petroleum Formation
• Petroleum traps
• Reservoir drive mechanisms
• Recovery methods
Chapter 3
Laboratory measurement
Chapter 4
Relative permeability test
Chapter 5
Simulation of the experiment using Comsol
Multiphysics
In chapter 5 Comsol Multiphysics was
used to model our experiment and
compare our results with our lab
experiment. Firstly we designed the
geometry of the core and the fluids and
porous media properties. Secondly we
inserted data from experiment (as the
experiment failed we used data from an
other project). Final step was to
compare the lab and the simulations
results.
Construction of the experiment:
In this chapter the construction of the two phase flow experiment is described.
First the frame where the experiment did take place was constructed. The frame
was 3m tall and 50cm wide. Next the core was constructed; the cylinder used
was 29cm wide and 100cm tall. At the top and the bottom of the cylinder acrylic
plates were used, metallic rods were used to keep them in place. The cylinder
was filled with sand, two layers of shingle were used at the top and the bottom
to avoid the end effects when fluids would flow through the core. On top of the
core two positive displacement pumps were used to inject the fluids (oil-water)
in the core. The pumps were designed to have a constant flow rate when steady
state conditions were reached. The pumps were supplied with fluids from two
24L containers.
Experiment failure & Improvements suggestions:
First stage of the experiment was to saturate the core with water. The water
pump was injecting water in the core. After several hours the pressure that built
up in the core led to the experiment failure. The bottom cylinder was detached
from the cylinder. The technique of using acrylic plates and gluing them on the
cylinder was the reason that the experiment failed. The acrylic plates needs to
be replaced by steel plates which will not be deformed. In the centre of the
plates a circle will be curved with the diameter and the thickness of the cylinder.
Glue will not be used and the cylinder will be sealed with rubber washers.
• Grain size analysis
• Permeability test
• Particle density test
• Bulk density test
• Liquid density test
Introduction
Petroleum is one of the most important sources of energy because of its
high efficiency and it’s relatively low cost of production. As the shallow
reserves were depleted engineers started exploring deeper formations
which were harder to find and also harder to produce. This was one of
the main reasons of the development of the two phase flow in porous
media and later the examination of the two phase-relative permeabilities
diagrams.
For this project we designed an experiment of two phase flow in porous
media, where oil and water were pumped in a core of sand. The main
purpose of this experiment was to design the relative permeabilities
diagram for the set of the two fluids (vegetable oil-water) and the porous
media (sand).
Conclusion:
The main purpose of this project was to design and run a two-phase flow in porous media experiment. The experiment was designed to create a relative
permeabilities diagram and the results we would get would be compared with the simulation modeling designed on Cosmol Multiphysics. As the experiment
failed due to technical problems improvements are suggested which other students can follow and run successfully the experiment.

More Related Content

What's hot

Rheology of concrete
Rheology of concreteRheology of concrete
Rheology of concreteajay nagaraj
 
IRJET- Self-Compacting Concrete - Procedure and Mix Design
IRJET-  	  Self-Compacting Concrete - Procedure and Mix DesignIRJET-  	  Self-Compacting Concrete - Procedure and Mix Design
IRJET- Self-Compacting Concrete - Procedure and Mix DesignIRJET Journal
 
Drilling fluid - Chapter 2
Drilling fluid  - Chapter 2Drilling fluid  - Chapter 2
Drilling fluid - Chapter 2Chairul Abdi
 
Rheology of Fluids Hydraulic Calculations & Drilling Fluid (Mud) Filtration T...
Rheology of Fluids Hydraulic Calculations & Drilling Fluid (Mud) Filtration T...Rheology of Fluids Hydraulic Calculations & Drilling Fluid (Mud) Filtration T...
Rheology of Fluids Hydraulic Calculations & Drilling Fluid (Mud) Filtration T...Shaoor Kamal
 
Summer training project on drilling fluid at ongc ppt
Summer training project on drilling fluid at ongc pptSummer training project on drilling fluid at ongc ppt
Summer training project on drilling fluid at ongc pptKeshar Saini
 
Concrete Mix Design Report
Concrete Mix Design ReportConcrete Mix Design Report
Concrete Mix Design ReportZakaria Yahya
 
CON 124 Session 8 - High Performance Concrete
CON 124 Session 8 - High Performance ConcreteCON 124 Session 8 - High Performance Concrete
CON 124 Session 8 - High Performance Concretealpenaccedu
 
Drilling fluids
Drilling fluidsDrilling fluids
Drilling fluidsAAPG SU SC
 
Statistical Evaluation of Mechanical Strengths of Salt-Water Concrete
Statistical Evaluation of Mechanical Strengths of Salt-Water ConcreteStatistical Evaluation of Mechanical Strengths of Salt-Water Concrete
Statistical Evaluation of Mechanical Strengths of Salt-Water Concreteinventionjournals
 

What's hot (19)

Rheology of concrete
Rheology of concreteRheology of concrete
Rheology of concrete
 
IRJET- Self-Compacting Concrete - Procedure and Mix Design
IRJET-  	  Self-Compacting Concrete - Procedure and Mix DesignIRJET-  	  Self-Compacting Concrete - Procedure and Mix Design
IRJET- Self-Compacting Concrete - Procedure and Mix Design
 
Drilling fluid - Chapter 2
Drilling fluid  - Chapter 2Drilling fluid  - Chapter 2
Drilling fluid - Chapter 2
 
Trickle bed reactor
Trickle bed reactorTrickle bed reactor
Trickle bed reactor
 
Rheology of Fluids Hydraulic Calculations & Drilling Fluid (Mud) Filtration T...
Rheology of Fluids Hydraulic Calculations & Drilling Fluid (Mud) Filtration T...Rheology of Fluids Hydraulic Calculations & Drilling Fluid (Mud) Filtration T...
Rheology of Fluids Hydraulic Calculations & Drilling Fluid (Mud) Filtration T...
 
Core plugging
Core plugging Core plugging
Core plugging
 
cookville29june
cookville29junecookville29june
cookville29june
 
Summer training project on drilling fluid at ongc ppt
Summer training project on drilling fluid at ongc pptSummer training project on drilling fluid at ongc ppt
Summer training project on drilling fluid at ongc ppt
 
Concrete Mix Design Report
Concrete Mix Design ReportConcrete Mix Design Report
Concrete Mix Design Report
 
Core plug test
 Core plug test  Core plug test
Core plug test
 
CON 124 Session 8 - High Performance Concrete
CON 124 Session 8 - High Performance ConcreteCON 124 Session 8 - High Performance Concrete
CON 124 Session 8 - High Performance Concrete
 
Is 10262 2019 latest
Is 10262  2019 latestIs 10262  2019 latest
Is 10262 2019 latest
 
Concrete technology
Concrete technologyConcrete technology
Concrete technology
 
capillary suction time
capillary suction timecapillary suction time
capillary suction time
 
Drilling fluids
Drilling fluidsDrilling fluids
Drilling fluids
 
Statistical Evaluation of Mechanical Strengths of Salt-Water Concrete
Statistical Evaluation of Mechanical Strengths of Salt-Water ConcreteStatistical Evaluation of Mechanical Strengths of Salt-Water Concrete
Statistical Evaluation of Mechanical Strengths of Salt-Water Concrete
 
Lab 3 CE 3700
Lab 3 CE 3700Lab 3 CE 3700
Lab 3 CE 3700
 
H044053842
H044053842H044053842
H044053842
 
02 Performance Engineered Mixtures Program
02 Performance Engineered Mixtures Program02 Performance Engineered Mixtures Program
02 Performance Engineered Mixtures Program
 

Viewers also liked

Healthcare in the Heatland
Healthcare in the HeatlandHealthcare in the Heatland
Healthcare in the HeatlandBill Lottero
 
2008 ICID Daiichi HF MC v3 venkat
2008 ICID Daiichi HF MC v3 venkat2008 ICID Daiichi HF MC v3 venkat
2008 ICID Daiichi HF MC v3 venkatVenkat Alluru
 
Guide to waste - interactive
Guide to waste - interactiveGuide to waste - interactive
Guide to waste - interactiveMichelle Dafforn
 
De Derde Kamer Bijeenkomst Emmen - 17 september 2015
De Derde Kamer Bijeenkomst Emmen - 17 september 2015De Derde Kamer Bijeenkomst Emmen - 17 september 2015
De Derde Kamer Bijeenkomst Emmen - 17 september 2015Ronnie Overgoor
 
DTA_MaximumROI2
DTA_MaximumROI2DTA_MaximumROI2
DTA_MaximumROI2Greg Smith
 
Olga lucia garnicaarias_actividad1_mapac.
Olga lucia garnicaarias_actividad1_mapac.Olga lucia garnicaarias_actividad1_mapac.
Olga lucia garnicaarias_actividad1_mapac.olgaluciagarnicarias
 
Network-based approaches for the analysis of gene-disease associations
Network-based approaches for the analysis of gene-disease associationsNetwork-based approaches for the analysis of gene-disease associations
Network-based approaches for the analysis of gene-disease associationsCasey Greene
 
Presentatie, powered by Eneco, Week van de Ondernemer 2015
Presentatie, powered by Eneco, Week van de Ondernemer 2015Presentatie, powered by Eneco, Week van de Ondernemer 2015
Presentatie, powered by Eneco, Week van de Ondernemer 2015Ronnie Overgoor
 
กฎหมายลิขสิทธิ์
กฎหมายลิขสิทธิ์กฎหมายลิขสิทธิ์
กฎหมายลิขสิทธิ์Yosiri
 
Catlalogo Ultrasonidos 2015
Catlalogo Ultrasonidos 2015Catlalogo Ultrasonidos 2015
Catlalogo Ultrasonidos 2015Guillermo Uribe
 

Viewers also liked (15)

Healthcare in the Heatland
Healthcare in the HeatlandHealthcare in the Heatland
Healthcare in the Heatland
 
2008 ICID Daiichi HF MC v3 venkat
2008 ICID Daiichi HF MC v3 venkat2008 ICID Daiichi HF MC v3 venkat
2008 ICID Daiichi HF MC v3 venkat
 
Htm
HtmHtm
Htm
 
Guide to waste - interactive
Guide to waste - interactiveGuide to waste - interactive
Guide to waste - interactive
 
Eie rolling display
Eie rolling displayEie rolling display
Eie rolling display
 
De Derde Kamer Bijeenkomst Emmen - 17 september 2015
De Derde Kamer Bijeenkomst Emmen - 17 september 2015De Derde Kamer Bijeenkomst Emmen - 17 september 2015
De Derde Kamer Bijeenkomst Emmen - 17 september 2015
 
DTA_MaximumROI2
DTA_MaximumROI2DTA_MaximumROI2
DTA_MaximumROI2
 
Isidro spain
Isidro spainIsidro spain
Isidro spain
 
Los Navegadores
Los NavegadoresLos Navegadores
Los Navegadores
 
Olga lucia garnicaarias_actividad1_mapac.
Olga lucia garnicaarias_actividad1_mapac.Olga lucia garnicaarias_actividad1_mapac.
Olga lucia garnicaarias_actividad1_mapac.
 
Amebae CDC notes
Amebae CDC notesAmebae CDC notes
Amebae CDC notes
 
Network-based approaches for the analysis of gene-disease associations
Network-based approaches for the analysis of gene-disease associationsNetwork-based approaches for the analysis of gene-disease associations
Network-based approaches for the analysis of gene-disease associations
 
Presentatie, powered by Eneco, Week van de Ondernemer 2015
Presentatie, powered by Eneco, Week van de Ondernemer 2015Presentatie, powered by Eneco, Week van de Ondernemer 2015
Presentatie, powered by Eneco, Week van de Ondernemer 2015
 
กฎหมายลิขสิทธิ์
กฎหมายลิขสิทธิ์กฎหมายลิขสิทธิ์
กฎหมายลิขสิทธิ์
 
Catlalogo Ultrasonidos 2015
Catlalogo Ultrasonidos 2015Catlalogo Ultrasonidos 2015
Catlalogo Ultrasonidos 2015
 

Similar to eraldo_totaj.poster

EXPO Poster Eamonn Brennan
EXPO Poster Eamonn BrennanEXPO Poster Eamonn Brennan
EXPO Poster Eamonn BrennanEamonn Brennan
 
IRJET- Roughness Coefficient of Alkali Activated Mineral based Concrete C...
IRJET-  	  Roughness Coefficient of Alkali Activated Mineral based Concrete C...IRJET-  	  Roughness Coefficient of Alkali Activated Mineral based Concrete C...
IRJET- Roughness Coefficient of Alkali Activated Mineral based Concrete C...IRJET Journal
 
koyesha hydropower.pptx
koyesha hydropower.pptxkoyesha hydropower.pptx
koyesha hydropower.pptxYonatanFikadu
 
eraldo_totaj.presentation
eraldo_totaj.presentationeraldo_totaj.presentation
eraldo_totaj.presentationEraldo Totaj
 
EJ Roe and Michael Watson-Deep Sea Soil Collector
EJ Roe and Michael Watson-Deep Sea Soil CollectorEJ Roe and Michael Watson-Deep Sea Soil Collector
EJ Roe and Michael Watson-Deep Sea Soil CollectorEvan (E.J.) Roe
 
4511 nozzle team_poster
4511 nozzle team_poster4511 nozzle team_poster
4511 nozzle team_posterMichael Boazzo
 
Er.Mihir Shah ReSEARCH PAPER
Er.Mihir Shah ReSEARCH PAPEREr.Mihir Shah ReSEARCH PAPER
Er.Mihir Shah ReSEARCH PAPERMike Shah
 
Bharath review 33.pptx ,shi kumar , Tanikavalayan
Bharath review 33.pptx ,shi kumar , TanikavalayanBharath review 33.pptx ,shi kumar , Tanikavalayan
Bharath review 33.pptx ,shi kumar , TanikavalayanKumarS588171
 
Strengthening of concrete columns made from recycled concrete aggregate
Strengthening of concrete columns made from recycled concrete aggregateStrengthening of concrete columns made from recycled concrete aggregate
Strengthening of concrete columns made from recycled concrete aggregatenada khaled
 
A Re-Examination Of Creep Mechanisms In Hydrated Cement Systems
A Re-Examination Of Creep Mechanisms In Hydrated Cement SystemsA Re-Examination Of Creep Mechanisms In Hydrated Cement Systems
A Re-Examination Of Creep Mechanisms In Hydrated Cement SystemsStacy Taylor
 
Conical Fluidized Beds - Case Study for a Gas Solid System Involving Coarse P...
Conical Fluidized Beds - Case Study for a Gas Solid System Involving Coarse P...Conical Fluidized Beds - Case Study for a Gas Solid System Involving Coarse P...
Conical Fluidized Beds - Case Study for a Gas Solid System Involving Coarse P...IRJET Journal
 
The Effect of Temperature and Rock Permeability on Oil-Water Relative Permeab...
The Effect of Temperature and Rock Permeability on Oil-Water Relative Permeab...The Effect of Temperature and Rock Permeability on Oil-Water Relative Permeab...
The Effect of Temperature and Rock Permeability on Oil-Water Relative Permeab...IJERA Editor
 
Corrosion Testing Metthods of universsaldfnkasf
Corrosion Testing Metthods of universsaldfnkasfCorrosion Testing Metthods of universsaldfnkasf
Corrosion Testing Metthods of universsaldfnkasfsivathangaiah1
 
Basics of peroleum engineering
Basics of peroleum engineeringBasics of peroleum engineering
Basics of peroleum engineeringShivam Yadav
 
Causes of Failure in Storage Facilities and Their Supports
Causes of Failure in Storage Facilities and Their SupportsCauses of Failure in Storage Facilities and Their Supports
Causes of Failure in Storage Facilities and Their Supportstheijes
 

Similar to eraldo_totaj.poster (20)

EXPO Poster Eamonn Brennan
EXPO Poster Eamonn BrennanEXPO Poster Eamonn Brennan
EXPO Poster Eamonn Brennan
 
IRJET- Roughness Coefficient of Alkali Activated Mineral based Concrete C...
IRJET-  	  Roughness Coefficient of Alkali Activated Mineral based Concrete C...IRJET-  	  Roughness Coefficient of Alkali Activated Mineral based Concrete C...
IRJET- Roughness Coefficient of Alkali Activated Mineral based Concrete C...
 
koyesha hydropower.pptx
koyesha hydropower.pptxkoyesha hydropower.pptx
koyesha hydropower.pptx
 
PPT DGFH.pptx
PPT DGFH.pptxPPT DGFH.pptx
PPT DGFH.pptx
 
Reservoir Simulation
Reservoir SimulationReservoir Simulation
Reservoir Simulation
 
Thesis new
Thesis newThesis new
Thesis new
 
eraldo_totaj.presentation
eraldo_totaj.presentationeraldo_totaj.presentation
eraldo_totaj.presentation
 
EJ Roe and Michael Watson-Deep Sea Soil Collector
EJ Roe and Michael Watson-Deep Sea Soil CollectorEJ Roe and Michael Watson-Deep Sea Soil Collector
EJ Roe and Michael Watson-Deep Sea Soil Collector
 
4511 nozzle team_poster
4511 nozzle team_poster4511 nozzle team_poster
4511 nozzle team_poster
 
Er.Mihir Shah ReSEARCH PAPER
Er.Mihir Shah ReSEARCH PAPEREr.Mihir Shah ReSEARCH PAPER
Er.Mihir Shah ReSEARCH PAPER
 
Bharath review 33.pptx ,shi kumar , Tanikavalayan
Bharath review 33.pptx ,shi kumar , TanikavalayanBharath review 33.pptx ,shi kumar , Tanikavalayan
Bharath review 33.pptx ,shi kumar , Tanikavalayan
 
Strengthening of concrete columns made from recycled concrete aggregate
Strengthening of concrete columns made from recycled concrete aggregateStrengthening of concrete columns made from recycled concrete aggregate
Strengthening of concrete columns made from recycled concrete aggregate
 
A Re-Examination Of Creep Mechanisms In Hydrated Cement Systems
A Re-Examination Of Creep Mechanisms In Hydrated Cement SystemsA Re-Examination Of Creep Mechanisms In Hydrated Cement Systems
A Re-Examination Of Creep Mechanisms In Hydrated Cement Systems
 
Conical Fluidized Beds - Case Study for a Gas Solid System Involving Coarse P...
Conical Fluidized Beds - Case Study for a Gas Solid System Involving Coarse P...Conical Fluidized Beds - Case Study for a Gas Solid System Involving Coarse P...
Conical Fluidized Beds - Case Study for a Gas Solid System Involving Coarse P...
 
report
reportreport
report
 
The Effect of Temperature and Rock Permeability on Oil-Water Relative Permeab...
The Effect of Temperature and Rock Permeability on Oil-Water Relative Permeab...The Effect of Temperature and Rock Permeability on Oil-Water Relative Permeab...
The Effect of Temperature and Rock Permeability on Oil-Water Relative Permeab...
 
Corrosion Testing Metthods of universsaldfnkasf
Corrosion Testing Metthods of universsaldfnkasfCorrosion Testing Metthods of universsaldfnkasf
Corrosion Testing Metthods of universsaldfnkasf
 
Basics of peroleum engineering
Basics of peroleum engineeringBasics of peroleum engineering
Basics of peroleum engineering
 
Causes of Failure in Storage Facilities and Their Supports
Causes of Failure in Storage Facilities and Their SupportsCauses of Failure in Storage Facilities and Their Supports
Causes of Failure in Storage Facilities and Their Supports
 
Polymers, Specially coated cotton collects water from air IDM12
Polymers, Specially coated cotton collects water from air IDM12Polymers, Specially coated cotton collects water from air IDM12
Polymers, Specially coated cotton collects water from air IDM12
 

eraldo_totaj.poster

  • 1. Construction of a two phase flow in porous media experiment and design of relative permeabilities diagram Chapter 1 Two phase flow and general characteristics • Porosity • Permeability • Viscosity • Interfacial tension • Capillary pressure • Rel. Perm. Diagrams • Etc. Chapter 2 Petroleum and Recovery Methods • Petroleum Formation • Petroleum traps • Reservoir drive mechanisms • Recovery methods Chapter 3 Laboratory measurement Chapter 4 Relative permeability test Chapter 5 Simulation of the experiment using Comsol Multiphysics In chapter 5 Comsol Multiphysics was used to model our experiment and compare our results with our lab experiment. Firstly we designed the geometry of the core and the fluids and porous media properties. Secondly we inserted data from experiment (as the experiment failed we used data from an other project). Final step was to compare the lab and the simulations results. Construction of the experiment: In this chapter the construction of the two phase flow experiment is described. First the frame where the experiment did take place was constructed. The frame was 3m tall and 50cm wide. Next the core was constructed; the cylinder used was 29cm wide and 100cm tall. At the top and the bottom of the cylinder acrylic plates were used, metallic rods were used to keep them in place. The cylinder was filled with sand, two layers of shingle were used at the top and the bottom to avoid the end effects when fluids would flow through the core. On top of the core two positive displacement pumps were used to inject the fluids (oil-water) in the core. The pumps were designed to have a constant flow rate when steady state conditions were reached. The pumps were supplied with fluids from two 24L containers. Experiment failure & Improvements suggestions: First stage of the experiment was to saturate the core with water. The water pump was injecting water in the core. After several hours the pressure that built up in the core led to the experiment failure. The bottom cylinder was detached from the cylinder. The technique of using acrylic plates and gluing them on the cylinder was the reason that the experiment failed. The acrylic plates needs to be replaced by steel plates which will not be deformed. In the centre of the plates a circle will be curved with the diameter and the thickness of the cylinder. Glue will not be used and the cylinder will be sealed with rubber washers. • Grain size analysis • Permeability test • Particle density test • Bulk density test • Liquid density test Introduction Petroleum is one of the most important sources of energy because of its high efficiency and it’s relatively low cost of production. As the shallow reserves were depleted engineers started exploring deeper formations which were harder to find and also harder to produce. This was one of the main reasons of the development of the two phase flow in porous media and later the examination of the two phase-relative permeabilities diagrams. For this project we designed an experiment of two phase flow in porous media, where oil and water were pumped in a core of sand. The main purpose of this experiment was to design the relative permeabilities diagram for the set of the two fluids (vegetable oil-water) and the porous media (sand). Conclusion: The main purpose of this project was to design and run a two-phase flow in porous media experiment. The experiment was designed to create a relative permeabilities diagram and the results we would get would be compared with the simulation modeling designed on Cosmol Multiphysics. As the experiment failed due to technical problems improvements are suggested which other students can follow and run successfully the experiment.