SlideShare a Scribd company logo
Supervised by:
Mr. Pshtewan T. M. Jaf
Mr. Muhammed Jamal
Prepared by:
Muhammed Hassan Aziz
Ahmad Jalal Hassan
Muhammed Fuad Rashid
Safwan Tofiq Ameen
Muhammed AbdulWahab
Group: B
Date of submit: Oct 28,2020
Koya University
Faculty of Engineering
Petroleum Engineering Department
Third stage
Drilling lab
Exp. No:2
Mud Weight
©2020
2
Contents
1.0. Aim of the experiment.....................................................................................................3
2.0. Theory.............................................................................................................................4
3.0. Test equipment ...............................................................................................................5
4.0. Calibration.......................................................................................................................6
5.0. Test procedure ................................................................................................................7
6.0. Calculation.......................................................................................................................8
7.0. Discussions......................................................................................................................9
7.1. Discussion by: Muhammad Hassan Azeez.....................................................................9
7.2. Discussion by Ahmad Jalal Hasan ...............................................................................11
7.3. Discussion by Muhammed Fuad Rashid......................................................................12
7.4. Discussion by: Muhammed AbdulWahab ...................................................................13
7.5. Discussion by: Safwan Tofiq Ameen ...........................................................................14
8.0. Referencing ...................................................................................................................15
3
1.0. Aim of the experiment
The main aim of the experiment is to prepare a typical mud with known density
and then modify its physical properties (density) by adding a limited amount of
barite to it and increase the muds density, and this procedure is called the mud
weighting.
4
2.0. Theory
The density of a mud is increased by adding barite, a commercial grade of barium
sulphate. Barite is used as a standard weighting agent because of its low cost,
high specific gravity, inertness, and low abrasiveness. Commercial barite is a
mined product that undergoes very little processing other than grinding. Its specific
gravity averages about 4.25. Pure barium sulphate has a specific gravity of 4.5,
indicating that some impurities are present in the commercial grade. Applying
weighting process to increase the hydrostatic pressure, at that time kick and
blowout not happen.
And mud weighting with barite has many advantages such as:
1. Ease to use
2. Density increases to (21pound per gallon) & 𝑆. 𝐺 (2.52)
3. Achieve high densities in a low addition rate
4. Formation pressure controlling
5. Improve the boreholes stability
6. Inert chemically
7. Doesn’t react with the other additives
8. Particle break down limited
5
3.0. Test equipment
1. mud balance apparatus
2. electronic balance
3. syringe
4. beaker
5. electric mixer
Figure 1mud balance apparatus Figure 2 electronic balance
Figure 3 syringe
Figure 4 electric mixer Figure 5 Beaker
6
4.0. Calibration
1- Cleaning the cup and removing the lid from it and then completely filling the
cup with the fresh water, Wipe dry and replace the lid.
2- Water should come out from the lids hole
3- Set the rider on 8,33ppg or 1 specific gravity
4- Add or remove the steel shot from the shot well until the instrument is in balance
and the bubble in the level rests in the center of the glass.
7
5.0. Test procedure
1- By mixing bentonite and water prepare a mud.
2- By mud balance apparatus measure the density of the mud.
3- Adding (117.6gm) of the barite to the mud.
4- Repeat measuring the density of the mud, as you see the density of the
mud has been increased.
8
6.0. Calculation
9
7.0. Discussions
7.1. Discussion by: Muhammad Hassan Azeez
Weighting materials are substances with a high specific gravity which can be
added to the mud to increase its density usually to control the formation pressure.
Barium sulfate (𝐵𝑎𝑆𝑂4) or barite is the most common weighting material used in
drilling fluids. It has an API defined specific gravity of 4.2, which makes it possible
to increase the mud weight up to 21ppg. It’s cheap and readily available.
Question1/ what is the barites chemical composition?
Answer/
(𝐵𝑎𝑆𝑂4)
Q2/ why barite is the most common weighting material?
A/
 It’s applicable in deep, high temperature wells.
 By increasing slurry density, it helps improve the muds displacement and
restrain the high formation pressure.
 The environmental protection agency (EPA) does not classify barite additive
as a hazardous waste.
Q3/ what are the barites application?
A/
 Increase the density of the mud up to 21ppg (2.5gm/cc).
 Stabilize the bore hole.
 Controlling the formation pressure.
 Prepare solids-laden for well control application.
10
Q4/ during the mud weighting what are the common errors that we face?
A/
When we adding the barite powder to the bentonite mud some of the powder is
lost in the air and some of it sticks to the steel vessels. And our electronic balance
was not reading the points so maybe we gain some errors here because we don’t
know if we added the exact amount of the barite or bentonite.
Q5/ what are the differences between the mud density and mud weighting
experiment?
A/
Mud density Mud weighting
1- We are doing two density tests in
this experiment first for the mud
balance apparatus it means testing the
waters density which is knowable to
calibrate the mud balance, second for
measuring the muds density which is
the bentonite mud.
1- We are doing three density tests in
this experiment first for the mud
balance apparatus it mean testing the
waters density which is knowable to
calibrate the mud balance , second for
measuring the first muds density which
is bentonite mud, third for measuring
the final muds density which is the
mixture of the barite and bentonite.
2- We only prepare one mud. 2- We prepare two muds.
3- We use only one substance in the
mud barite or bentonite because we
prepare one mud.
3- We use two substances in the muds
barite and bentonite because we
prepare more than one mud.
11
7.2. Discussion by Ahmad Jalal Hasan
Mud Weight is one of the important tasks that every petroleum engineer should
know about it, because it’s very important to control the High overburden pressure
in the sub surface which we encounter while drilling a well, if the hydrostatic
pressure (𝑃ℎ) of the mud is not greater than the formation pressure (𝑃𝑓) While
Drilling then the mud will be kicked out from the well and blow out occurs.
so it’s necessary to increase the density of the mud in order to Balance Formation
pressure, therefore the only way is by adding a weighting material, there is different
materials with different characteristics like Calcite (CaCO3) or Hematite (Fe2O3),
but we used Barite in our experiment because its widely used and its chip also it
doesn’t increase the viscosity so stuck pipe won’t happen.
Barite is a mineral composed of barium sulphate (BaSO4). It receives its name
from the Greek word "barys" which means "heavy." This name is in response to
barite's high specific gravity of 4.5, adding Barite to the mud does two Main things
which are:
1. Increases density of the mud (to Balance Formation Pressure).
2. it cools the drill bit.
3. the high-density barite mud suspends the rock cuttings produced by the drill
and carries them up to the surface.
in previous experiment we made a mud with Density of 8.6 ppg and we tried to
make it 10, but there was a tiny difference between the theoretical and the practical
result, it was due to some reasons which properly are:
1. we used fresh water instead pure water so it affected specific gravity of the
liquid (mud) which is proportional to density.
2. The temperature wasn’t standard that should be in room temperature to get
accurate results.
3. The quality of barite wasn’t perfect.
There is some question that could be asked like below so we answered them:
12
Q 1  why we used syringe for water measurement?
A because the cylinder has big scales which would be difficult to measure it
correctly so we used syringe which is small scaled.
Q 2  when whitening of barite why we reset the device on zero when we put
barite on a paper?
A because the paper itself has a weight to avoid wrong measurements.
7.3. Discussion by Muhammed Fuad Rashid
QWhy we use Barite to mud weighting?
ans -Barite increases the hydrostatic pressure of the drilling mud allowing it to
compensate for high-pressure zones experienced during drilling.
-The weighing agents are added in mud to counter the formation pressure. Any
formation has to counter the overburden pressure and as a result develops some
pressure off its own.
Q What are the problems with interpreting pressure from mud weight?
Ans Different operators have different policies about how much margin to allow
between formation pore pressure and mud pressure; the range in margin is quite
large. Also, the well bore can penetrate a pressure seal for many hundreds of feet
without penetrating a permeable zone, in which case mud weight may not reflect
the presence of abnormal pressure below the seal. In general, mud weight should
be a clue to be confirmed by other evidence.
Q Barite is chosen worldwide as the weighing agent of choice?
ans because
a) it is inexpensive
b) Easy to get
13
c) Has high specific gravity (4.1-4.2 sg) which can provide a mud weight up to 2.4
sg (20 ppg)
d) Chemically inert to the formation and other drilling fluid additives
e) Non- abrasive f) Nontoxic.
Q What were the errors in the experiment?
Ans 8.6 ppg was required from bentonite-water mixture, result from mud balance
was 8.52.
10ppg was required by adding barite to the mud, but result from mud balance was
9.9.
Qwhat’s the factor get you error?
Ans/ a-if you don’t use pure water content a many impurities that effected on
density.
b-accuracy on mud balance
c-loss (barite and Bentonite) when add to mixer.
d- Mud loss from steel vessels and water loss from beaker and during balance test.
7.4. Discussion by: Muhammed AbdulWahab
What will happen if the mud weight is too high?
Lost circulation
If the hydrostatic pressure from mud column exceeds formation strength, it will
cause a formation to break. Once the formation is broken, drilling fluids will be lost
into the induced formation fractures.
Decrease in rate of penetration
14
Heavier mud weight will result in slower ROP because of hold down effect.
Practically, while drilling, low mud weight is used at the beginning and mud weight
will be increased, as the well is drilled deeper in order to optimize ROP and mitigate
well control.
Deferentially Stuck Pipe
Since there are differences between formation pressure and hydrostatic pressure,
there will be a lot of chances that a drill string will get deferentially stuck across
permeable rocks.
Formation damage
The more mud weight that is in the well, the more mud filtration invades into porous
formations. The invaded mud will cause damage to formation rocks.
7.5. Discussion by: Safwan Tofiq Ameen
15
8.0. Referencing
1- Mohammed,P.,2014. Drilling Engineering Laboratory Manual
2- Society for Mining, M. and Kogel, J., 2009. Industrial Minerals & Rocks:
Commodities, Markets, And Uses (Industrial Minerals And Rocks). Society
for Mining, Metallurgy and Exploration Incorporated.
3- King, H., 2020. Barite Mineral | Uses And Properties. [online] Geology.com.
Available at: <https://geology.com/minerals/barite.shtml> [Accessed 27
October 2020].
4- Cormack, D. (2007). An introduction to well control calculations for drilling
operations. 1st ed. Texas: Springer.

More Related Content

What's hot

Drilling Lab - Mud Weight Balancing
Drilling Lab - Mud Weight Balancing Drilling Lab - Mud Weight Balancing
Drilling Lab - Mud Weight Balancing
MuhammadSRaniYah
 
Funnel Viscosity (Marsh Funnel) Exp.
Funnel Viscosity (Marsh Funnel) Exp.Funnel Viscosity (Marsh Funnel) Exp.
Funnel Viscosity (Marsh Funnel) Exp.
Jarjis Mohammed
 
Drilling Lab - Mud Dilution
Drilling Lab - Mud DilutionDrilling Lab - Mud Dilution
Drilling Lab - Mud Dilution
MuhammadSRaniYah
 
Plastic viscosity(mud properties test)
Plastic viscosity(mud properties test)Plastic viscosity(mud properties test)
Plastic viscosity(mud properties test)
Bakhtiar Mahmood
 
yield point and viscosity
yield point and viscosityyield point and viscosity
yield point and viscosity
Muhammad Faisal
 
Drilling Lab - Mud Filtration
Drilling Lab - Mud FiltrationDrilling Lab - Mud Filtration
Drilling Lab - Mud Filtration
MuhammadSRaniYah
 
Mud dilution experiment
Mud dilution experimentMud dilution experiment
Mud dilution experiment
Muhammed Fuad Al-Barznji
 
Drilling Lab - pH Meter Measurement
Drilling Lab - pH Meter MeasurementDrilling Lab - pH Meter Measurement
Drilling Lab - pH Meter Measurement
MuhammadSRaniYah
 
mud filtration
mud filtrationmud filtration
mud filtration
Muhammad Faisal
 
Mud density
Mud densityMud density
Mud density
Kamal Abdurahman
 
Viscosity and yield point exp. by jarjis
Viscosity and yield point exp. by jarjisViscosity and yield point exp. by jarjis
Viscosity and yield point exp. by jarjis
Jarjis Mohammed
 
Mud balance test (drilling fluid lab test)
Mud  balance test (drilling fluid lab test)Mud  balance test (drilling fluid lab test)
Mud balance test (drilling fluid lab test)
Bakhtiar Mahmood
 
Marsh funnel (mud properties test)
Marsh funnel (mud properties test)Marsh funnel (mud properties test)
Marsh funnel (mud properties test)
Bakhtiar Mahmood
 
Drilling Fluid Engineering-Viscosity & Yeild Point.pdf
Drilling Fluid Engineering-Viscosity & Yeild Point.pdfDrilling Fluid Engineering-Viscosity & Yeild Point.pdf
Drilling Fluid Engineering-Viscosity & Yeild Point.pdf
SARWAR SALAM
 
Marsh funnel viscosity2
Marsh funnel viscosity2Marsh funnel viscosity2
Marsh funnel viscosity2
HazharDuhoki
 
Porosity by saturation method
Porosity by saturation method Porosity by saturation method
Porosity by saturation method
Bakhtiar Mahmood
 
Determine PH of Mud (PH meter)
Determine PH of Mud (PH meter)Determine PH of Mud (PH meter)
Determine PH of Mud (PH meter)
Bakhtiar Mahmood
 
Marsh funnel
Marsh funnel Marsh funnel
Marsh funnel
Muhammad Faisal
 
Core cleaning (reservoir engineering)
Core cleaning (reservoir engineering)Core cleaning (reservoir engineering)
Core cleaning (reservoir engineering)
Bakhtiar Mahmood
 
Lab 1 measurement of density of drilling mud samples using mud balance.
Lab 1 measurement of density of drilling mud samples using mud balance.Lab 1 measurement of density of drilling mud samples using mud balance.
Lab 1 measurement of density of drilling mud samples using mud balance.
Awais Qureshi
 

What's hot (20)

Drilling Lab - Mud Weight Balancing
Drilling Lab - Mud Weight Balancing Drilling Lab - Mud Weight Balancing
Drilling Lab - Mud Weight Balancing
 
Funnel Viscosity (Marsh Funnel) Exp.
Funnel Viscosity (Marsh Funnel) Exp.Funnel Viscosity (Marsh Funnel) Exp.
Funnel Viscosity (Marsh Funnel) Exp.
 
Drilling Lab - Mud Dilution
Drilling Lab - Mud DilutionDrilling Lab - Mud Dilution
Drilling Lab - Mud Dilution
 
Plastic viscosity(mud properties test)
Plastic viscosity(mud properties test)Plastic viscosity(mud properties test)
Plastic viscosity(mud properties test)
 
yield point and viscosity
yield point and viscosityyield point and viscosity
yield point and viscosity
 
Drilling Lab - Mud Filtration
Drilling Lab - Mud FiltrationDrilling Lab - Mud Filtration
Drilling Lab - Mud Filtration
 
Mud dilution experiment
Mud dilution experimentMud dilution experiment
Mud dilution experiment
 
Drilling Lab - pH Meter Measurement
Drilling Lab - pH Meter MeasurementDrilling Lab - pH Meter Measurement
Drilling Lab - pH Meter Measurement
 
mud filtration
mud filtrationmud filtration
mud filtration
 
Mud density
Mud densityMud density
Mud density
 
Viscosity and yield point exp. by jarjis
Viscosity and yield point exp. by jarjisViscosity and yield point exp. by jarjis
Viscosity and yield point exp. by jarjis
 
Mud balance test (drilling fluid lab test)
Mud  balance test (drilling fluid lab test)Mud  balance test (drilling fluid lab test)
Mud balance test (drilling fluid lab test)
 
Marsh funnel (mud properties test)
Marsh funnel (mud properties test)Marsh funnel (mud properties test)
Marsh funnel (mud properties test)
 
Drilling Fluid Engineering-Viscosity & Yeild Point.pdf
Drilling Fluid Engineering-Viscosity & Yeild Point.pdfDrilling Fluid Engineering-Viscosity & Yeild Point.pdf
Drilling Fluid Engineering-Viscosity & Yeild Point.pdf
 
Marsh funnel viscosity2
Marsh funnel viscosity2Marsh funnel viscosity2
Marsh funnel viscosity2
 
Porosity by saturation method
Porosity by saturation method Porosity by saturation method
Porosity by saturation method
 
Determine PH of Mud (PH meter)
Determine PH of Mud (PH meter)Determine PH of Mud (PH meter)
Determine PH of Mud (PH meter)
 
Marsh funnel
Marsh funnel Marsh funnel
Marsh funnel
 
Core cleaning (reservoir engineering)
Core cleaning (reservoir engineering)Core cleaning (reservoir engineering)
Core cleaning (reservoir engineering)
 
Lab 1 measurement of density of drilling mud samples using mud balance.
Lab 1 measurement of density of drilling mud samples using mud balance.Lab 1 measurement of density of drilling mud samples using mud balance.
Lab 1 measurement of density of drilling mud samples using mud balance.
 

Similar to Exp2 mud weight

Dilution
 Dilution  Dilution
Dilution
Muhammad Faisal
 
mud weighting
mud weightingmud weighting
mud weighting
Muhammad Faisal
 
Mud preparation
Mud preparationMud preparation
Mud preparation
SahandPetrol
 
IRJET- Mitigation of Effect of Sulphate in Lime Stabilized Marine Clay
IRJET- Mitigation of Effect of Sulphate in Lime Stabilized Marine ClayIRJET- Mitigation of Effect of Sulphate in Lime Stabilized Marine Clay
IRJET- Mitigation of Effect of Sulphate in Lime Stabilized Marine Clay
IRJET Journal
 
Drilling mud density by mud balance.docx
Drilling mud density by mud balance.docxDrilling mud density by mud balance.docx
Drilling mud density by mud balance.docx
maryam abdullah
 
SOIL STABILITY INVESTIGATION WITH POLYETHYLENE (LDPE) USING LIME
SOIL STABILITY INVESTIGATION WITH POLYETHYLENE (LDPE) USING LIMESOIL STABILITY INVESTIGATION WITH POLYETHYLENE (LDPE) USING LIME
SOIL STABILITY INVESTIGATION WITH POLYETHYLENE (LDPE) USING LIME
IRJET Journal
 
CT LAB manualscribe transcription testyy
CT LAB manualscribe transcription testyyCT LAB manualscribe transcription testyy
CT LAB manualscribe transcription testyy
VANAMSAMEER
 
Curing Methods and Their Effects on The Strength of Concrete
Curing Methods and Their Effects on The Strength of ConcreteCuring Methods and Their Effects on The Strength of Concrete
Curing Methods and Their Effects on The Strength of Concrete
IJERA Editor
 
Petroleum lab experiment 04 - penetration
Petroleum lab   experiment 04 - penetrationPetroleum lab   experiment 04 - penetration
Petroleum lab experiment 04 - penetration
Safeen Yaseen Ja'far
 
aashto_t84.pdf
aashto_t84.pdfaashto_t84.pdf
aashto_t84.pdf
galana7
 
Soil mechanics laboratory manual
Soil mechanics laboratory manualSoil mechanics laboratory manual
Soil mechanics laboratory manual
Abullahi Ali
 
drillingfluids-121124044021-phpapp02.pdf
drillingfluids-121124044021-phpapp02.pdfdrillingfluids-121124044021-phpapp02.pdf
drillingfluids-121124044021-phpapp02.pdf
MuammerAlakary
 
Concrete mix design
Concrete mix designConcrete mix design
Concrete mix design
MRINALJYOTI ADHYAPOK
 
IRJET- Foamed Bitumen
IRJET- Foamed BitumenIRJET- Foamed Bitumen
IRJET- Foamed Bitumen
IRJET Journal
 
Synthesis of water based mud (wbm)
Synthesis of water based mud (wbm)Synthesis of water based mud (wbm)
Synthesis of water based mud (wbm)
Mahmood Ajabbar
 
Die materials and technique of fabrication/cosmetic dentistry course by India...
Die materials and technique of fabrication/cosmetic dentistry course by India...Die materials and technique of fabrication/cosmetic dentistry course by India...
Die materials and technique of fabrication/cosmetic dentistry course by India...
Indian dental academy
 
Casting process and moulding process file for trainning report complet trainn...
Casting process and moulding process file for trainning report complet trainn...Casting process and moulding process file for trainning report complet trainn...
Casting process and moulding process file for trainning report complet trainn...
chourasiya12345
 
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
IRJET Journal
 
Mud wight 0r Density Test.pdf
 Mud wight 0r Density Test.pdf Mud wight 0r Density Test.pdf
Mud wight 0r Density Test.pdf
Hogr khalmala
 
THE CHARACTERISTICS OF BENTONITE
THE CHARACTERISTICS OF BENTONITETHE CHARACTERISTICS OF BENTONITE
THE CHARACTERISTICS OF BENTONITE
Gehad Alyazidy
 

Similar to Exp2 mud weight (20)

Dilution
 Dilution  Dilution
Dilution
 
mud weighting
mud weightingmud weighting
mud weighting
 
Mud preparation
Mud preparationMud preparation
Mud preparation
 
IRJET- Mitigation of Effect of Sulphate in Lime Stabilized Marine Clay
IRJET- Mitigation of Effect of Sulphate in Lime Stabilized Marine ClayIRJET- Mitigation of Effect of Sulphate in Lime Stabilized Marine Clay
IRJET- Mitigation of Effect of Sulphate in Lime Stabilized Marine Clay
 
Drilling mud density by mud balance.docx
Drilling mud density by mud balance.docxDrilling mud density by mud balance.docx
Drilling mud density by mud balance.docx
 
SOIL STABILITY INVESTIGATION WITH POLYETHYLENE (LDPE) USING LIME
SOIL STABILITY INVESTIGATION WITH POLYETHYLENE (LDPE) USING LIMESOIL STABILITY INVESTIGATION WITH POLYETHYLENE (LDPE) USING LIME
SOIL STABILITY INVESTIGATION WITH POLYETHYLENE (LDPE) USING LIME
 
CT LAB manualscribe transcription testyy
CT LAB manualscribe transcription testyyCT LAB manualscribe transcription testyy
CT LAB manualscribe transcription testyy
 
Curing Methods and Their Effects on The Strength of Concrete
Curing Methods and Their Effects on The Strength of ConcreteCuring Methods and Their Effects on The Strength of Concrete
Curing Methods and Their Effects on The Strength of Concrete
 
Petroleum lab experiment 04 - penetration
Petroleum lab   experiment 04 - penetrationPetroleum lab   experiment 04 - penetration
Petroleum lab experiment 04 - penetration
 
aashto_t84.pdf
aashto_t84.pdfaashto_t84.pdf
aashto_t84.pdf
 
Soil mechanics laboratory manual
Soil mechanics laboratory manualSoil mechanics laboratory manual
Soil mechanics laboratory manual
 
drillingfluids-121124044021-phpapp02.pdf
drillingfluids-121124044021-phpapp02.pdfdrillingfluids-121124044021-phpapp02.pdf
drillingfluids-121124044021-phpapp02.pdf
 
Concrete mix design
Concrete mix designConcrete mix design
Concrete mix design
 
IRJET- Foamed Bitumen
IRJET- Foamed BitumenIRJET- Foamed Bitumen
IRJET- Foamed Bitumen
 
Synthesis of water based mud (wbm)
Synthesis of water based mud (wbm)Synthesis of water based mud (wbm)
Synthesis of water based mud (wbm)
 
Die materials and technique of fabrication/cosmetic dentistry course by India...
Die materials and technique of fabrication/cosmetic dentistry course by India...Die materials and technique of fabrication/cosmetic dentistry course by India...
Die materials and technique of fabrication/cosmetic dentistry course by India...
 
Casting process and moulding process file for trainning report complet trainn...
Casting process and moulding process file for trainning report complet trainn...Casting process and moulding process file for trainning report complet trainn...
Casting process and moulding process file for trainning report complet trainn...
 
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
 
Mud wight 0r Density Test.pdf
 Mud wight 0r Density Test.pdf Mud wight 0r Density Test.pdf
Mud wight 0r Density Test.pdf
 
THE CHARACTERISTICS OF BENTONITE
THE CHARACTERISTICS OF BENTONITETHE CHARACTERISTICS OF BENTONITE
THE CHARACTERISTICS OF BENTONITE
 

More from Muhammed Fuad Al-Barznji

Exp 10 flow rate
Exp 10 flow rateExp 10 flow rate
Exp 10 flow rate
Muhammed Fuad Al-Barznji
 
5980 dual column floor frames system support
5980 dual column floor frames system support5980 dual column floor frames system support
5980 dual column floor frames system support
Muhammed Fuad Al-Barznji
 
Surface Tension
Surface TensionSurface Tension
Surface Tension
Muhammed Fuad Al-Barznji
 
Exp no.03 hydrostatics pressure
Exp no.03 hydrostatics pressureExp no.03 hydrostatics pressure
Exp no.03 hydrostatics pressure
Muhammed Fuad Al-Barznji
 
Dead weight piston gauge
Dead weight piston gaugeDead weight piston gauge
Dead weight piston gauge
Muhammed Fuad Al-Barznji
 
Sample preparation for tensile test 2
Sample preparation for tensile test  2Sample preparation for tensile test  2
Sample preparation for tensile test 2
Muhammed Fuad Al-Barznji
 
Measurement units and conversion factors
Measurement units and conversion factorsMeasurement units and conversion factors
Measurement units and conversion factors
Muhammed Fuad Al-Barznji
 
Metric standard (unit convesions)
Metric standard (unit convesions)Metric standard (unit convesions)
Metric standard (unit convesions)
Muhammed Fuad Al-Barznji
 
Important Conversion Factors in Petroleum Technology
Important Conversion Factors in Petroleum Technology Important Conversion Factors in Petroleum Technology
Important Conversion Factors in Petroleum Technology
Muhammed Fuad Al-Barznji
 
Drilling engineering laboratory manual by Muhammed Jamal Awl
Drilling engineering laboratory manual by Muhammed Jamal AwlDrilling engineering laboratory manual by Muhammed Jamal Awl
Drilling engineering laboratory manual by Muhammed Jamal Awl
Muhammed Fuad Al-Barznji
 
Funnel viscosity discussion by Muhammed Fuad Rashid
Funnel viscosity discussion by Muhammed Fuad RashidFunnel viscosity discussion by Muhammed Fuad Rashid
Funnel viscosity discussion by Muhammed Fuad Rashid
Muhammed Fuad Al-Barznji
 
Reservoir Rock Properties Laboratory Manual Exp (#4)
Reservoir Rock Properties Laboratory Manual Exp (#4)Reservoir Rock Properties Laboratory Manual Exp (#4)
Reservoir Rock Properties Laboratory Manual Exp (#4)
Muhammed Fuad Al-Barznji
 
Reservoir Rock Properties Laboratory Manual Exp (#3)
 Reservoir Rock Properties Laboratory Manual Exp (#3) Reservoir Rock Properties Laboratory Manual Exp (#3)
Reservoir Rock Properties Laboratory Manual Exp (#3)
Muhammed Fuad Al-Barznji
 
Reservoir Rock Properties Laboratory Manual Exp (#2)
Reservoir Rock Properties Laboratory Manual Exp (#2)Reservoir Rock Properties Laboratory Manual Exp (#2)
Reservoir Rock Properties Laboratory Manual Exp (#2)
Muhammed Fuad Al-Barznji
 
Reservoir Rock Properties Laboratory Manual Exp (#1)
Reservoir Rock Properties Laboratory Manual Exp (#1)Reservoir Rock Properties Laboratory Manual Exp (#1)
Reservoir Rock Properties Laboratory Manual Exp (#1)
Muhammed Fuad Al-Barznji
 
Types of reservoir (gas reservoir)
Types of reservoir (gas reservoir)Types of reservoir (gas reservoir)
Types of reservoir (gas reservoir)
Muhammed Fuad Al-Barznji
 
Our exp8 static_and_dynamic_pressure_(1)_(recovered)
Our exp8 static_and_dynamic_pressure_(1)_(recovered)Our exp8 static_and_dynamic_pressure_(1)_(recovered)
Our exp8 static_and_dynamic_pressure_(1)_(recovered)
Muhammed Fuad Al-Barznji
 
Discussion by ahmad_jalal_for_center_of_pressure_
Discussion by ahmad_jalal_for_center_of_pressure_Discussion by ahmad_jalal_for_center_of_pressure_
Discussion by ahmad_jalal_for_center_of_pressure_
Muhammed Fuad Al-Barznji
 
Dicussion by ahmad_jalal_hasan_for_dynamic_and_static_pressure_
Dicussion by ahmad_jalal_hasan_for_dynamic_and_static_pressure_Dicussion by ahmad_jalal_hasan_for_dynamic_and_static_pressure_
Dicussion by ahmad_jalal_hasan_for_dynamic_and_static_pressure_
Muhammed Fuad Al-Barznji
 
Exp 10 flow_rate
Exp 10 flow_rateExp 10 flow_rate
Exp 10 flow_rate
Muhammed Fuad Al-Barznji
 

More from Muhammed Fuad Al-Barznji (20)

Exp 10 flow rate
Exp 10 flow rateExp 10 flow rate
Exp 10 flow rate
 
5980 dual column floor frames system support
5980 dual column floor frames system support5980 dual column floor frames system support
5980 dual column floor frames system support
 
Surface Tension
Surface TensionSurface Tension
Surface Tension
 
Exp no.03 hydrostatics pressure
Exp no.03 hydrostatics pressureExp no.03 hydrostatics pressure
Exp no.03 hydrostatics pressure
 
Dead weight piston gauge
Dead weight piston gaugeDead weight piston gauge
Dead weight piston gauge
 
Sample preparation for tensile test 2
Sample preparation for tensile test  2Sample preparation for tensile test  2
Sample preparation for tensile test 2
 
Measurement units and conversion factors
Measurement units and conversion factorsMeasurement units and conversion factors
Measurement units and conversion factors
 
Metric standard (unit convesions)
Metric standard (unit convesions)Metric standard (unit convesions)
Metric standard (unit convesions)
 
Important Conversion Factors in Petroleum Technology
Important Conversion Factors in Petroleum Technology Important Conversion Factors in Petroleum Technology
Important Conversion Factors in Petroleum Technology
 
Drilling engineering laboratory manual by Muhammed Jamal Awl
Drilling engineering laboratory manual by Muhammed Jamal AwlDrilling engineering laboratory manual by Muhammed Jamal Awl
Drilling engineering laboratory manual by Muhammed Jamal Awl
 
Funnel viscosity discussion by Muhammed Fuad Rashid
Funnel viscosity discussion by Muhammed Fuad RashidFunnel viscosity discussion by Muhammed Fuad Rashid
Funnel viscosity discussion by Muhammed Fuad Rashid
 
Reservoir Rock Properties Laboratory Manual Exp (#4)
Reservoir Rock Properties Laboratory Manual Exp (#4)Reservoir Rock Properties Laboratory Manual Exp (#4)
Reservoir Rock Properties Laboratory Manual Exp (#4)
 
Reservoir Rock Properties Laboratory Manual Exp (#3)
 Reservoir Rock Properties Laboratory Manual Exp (#3) Reservoir Rock Properties Laboratory Manual Exp (#3)
Reservoir Rock Properties Laboratory Manual Exp (#3)
 
Reservoir Rock Properties Laboratory Manual Exp (#2)
Reservoir Rock Properties Laboratory Manual Exp (#2)Reservoir Rock Properties Laboratory Manual Exp (#2)
Reservoir Rock Properties Laboratory Manual Exp (#2)
 
Reservoir Rock Properties Laboratory Manual Exp (#1)
Reservoir Rock Properties Laboratory Manual Exp (#1)Reservoir Rock Properties Laboratory Manual Exp (#1)
Reservoir Rock Properties Laboratory Manual Exp (#1)
 
Types of reservoir (gas reservoir)
Types of reservoir (gas reservoir)Types of reservoir (gas reservoir)
Types of reservoir (gas reservoir)
 
Our exp8 static_and_dynamic_pressure_(1)_(recovered)
Our exp8 static_and_dynamic_pressure_(1)_(recovered)Our exp8 static_and_dynamic_pressure_(1)_(recovered)
Our exp8 static_and_dynamic_pressure_(1)_(recovered)
 
Discussion by ahmad_jalal_for_center_of_pressure_
Discussion by ahmad_jalal_for_center_of_pressure_Discussion by ahmad_jalal_for_center_of_pressure_
Discussion by ahmad_jalal_for_center_of_pressure_
 
Dicussion by ahmad_jalal_hasan_for_dynamic_and_static_pressure_
Dicussion by ahmad_jalal_hasan_for_dynamic_and_static_pressure_Dicussion by ahmad_jalal_hasan_for_dynamic_and_static_pressure_
Dicussion by ahmad_jalal_hasan_for_dynamic_and_static_pressure_
 
Exp 10 flow_rate
Exp 10 flow_rateExp 10 flow_rate
Exp 10 flow_rate
 

Recently uploaded

Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdfHybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
fxintegritypublishin
 
ASME IX(9) 2007 Full Version .pdf
ASME IX(9)  2007 Full Version       .pdfASME IX(9)  2007 Full Version       .pdf
ASME IX(9) 2007 Full Version .pdf
AhmedHussein950959
 
block diagram and signal flow graph representation
block diagram and signal flow graph representationblock diagram and signal flow graph representation
block diagram and signal flow graph representation
Divya Somashekar
 
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
H.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdfH.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdf
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
MLILAB
 
AKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdf
AKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdfAKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdf
AKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdf
SamSarthak3
 
Student information management system project report ii.pdf
Student information management system project report ii.pdfStudent information management system project report ii.pdf
Student information management system project report ii.pdf
Kamal Acharya
 
Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024
Massimo Talia
 
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdfTop 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
Teleport Manpower Consultant
 
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptx
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxCFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptx
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptx
R&R Consult
 
road safety engineering r s e unit 3.pdf
road safety engineering  r s e unit 3.pdfroad safety engineering  r s e unit 3.pdf
road safety engineering r s e unit 3.pdf
VENKATESHvenky89705
 
The role of big data in decision making.
The role of big data in decision making.The role of big data in decision making.
The role of big data in decision making.
ankuprajapati0525
 
The Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdfThe Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdf
Pipe Restoration Solutions
 
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
AJAYKUMARPUND1
 
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...
Amil Baba Dawood bangali
 
Water Industry Process Automation and Control Monthly - May 2024.pdf
Water Industry Process Automation and Control Monthly - May 2024.pdfWater Industry Process Automation and Control Monthly - May 2024.pdf
Water Industry Process Automation and Control Monthly - May 2024.pdf
Water Industry Process Automation & Control
 
HYDROPOWER - Hydroelectric power generation
HYDROPOWER - Hydroelectric power generationHYDROPOWER - Hydroelectric power generation
HYDROPOWER - Hydroelectric power generation
Robbie Edward Sayers
 
MCQ Soil mechanics questions (Soil shear strength).pdf
MCQ Soil mechanics questions (Soil shear strength).pdfMCQ Soil mechanics questions (Soil shear strength).pdf
MCQ Soil mechanics questions (Soil shear strength).pdf
Osamah Alsalih
 
Railway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdfRailway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdf
TeeVichai
 
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang,  ICLR 2024, MLILAB, KAIST AI.pdfJ.Yang,  ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
MLILAB
 
Architectural Portfolio Sean Lockwood
Architectural Portfolio Sean LockwoodArchitectural Portfolio Sean Lockwood
Architectural Portfolio Sean Lockwood
seandesed
 

Recently uploaded (20)

Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdfHybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
 
ASME IX(9) 2007 Full Version .pdf
ASME IX(9)  2007 Full Version       .pdfASME IX(9)  2007 Full Version       .pdf
ASME IX(9) 2007 Full Version .pdf
 
block diagram and signal flow graph representation
block diagram and signal flow graph representationblock diagram and signal flow graph representation
block diagram and signal flow graph representation
 
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
H.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdfH.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdf
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
 
AKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdf
AKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdfAKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdf
AKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdf
 
Student information management system project report ii.pdf
Student information management system project report ii.pdfStudent information management system project report ii.pdf
Student information management system project report ii.pdf
 
Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024
 
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdfTop 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
 
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptx
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxCFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptx
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptx
 
road safety engineering r s e unit 3.pdf
road safety engineering  r s e unit 3.pdfroad safety engineering  r s e unit 3.pdf
road safety engineering r s e unit 3.pdf
 
The role of big data in decision making.
The role of big data in decision making.The role of big data in decision making.
The role of big data in decision making.
 
The Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdfThe Benefits and Techniques of Trenchless Pipe Repair.pdf
The Benefits and Techniques of Trenchless Pipe Repair.pdf
 
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
Pile Foundation by Venkatesh Taduvai (Sub Geotechnical Engineering II)-conver...
 
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...
 
Water Industry Process Automation and Control Monthly - May 2024.pdf
Water Industry Process Automation and Control Monthly - May 2024.pdfWater Industry Process Automation and Control Monthly - May 2024.pdf
Water Industry Process Automation and Control Monthly - May 2024.pdf
 
HYDROPOWER - Hydroelectric power generation
HYDROPOWER - Hydroelectric power generationHYDROPOWER - Hydroelectric power generation
HYDROPOWER - Hydroelectric power generation
 
MCQ Soil mechanics questions (Soil shear strength).pdf
MCQ Soil mechanics questions (Soil shear strength).pdfMCQ Soil mechanics questions (Soil shear strength).pdf
MCQ Soil mechanics questions (Soil shear strength).pdf
 
Railway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdfRailway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdf
 
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang,  ICLR 2024, MLILAB, KAIST AI.pdfJ.Yang,  ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
 
Architectural Portfolio Sean Lockwood
Architectural Portfolio Sean LockwoodArchitectural Portfolio Sean Lockwood
Architectural Portfolio Sean Lockwood
 

Exp2 mud weight

  • 1. Supervised by: Mr. Pshtewan T. M. Jaf Mr. Muhammed Jamal Prepared by: Muhammed Hassan Aziz Ahmad Jalal Hassan Muhammed Fuad Rashid Safwan Tofiq Ameen Muhammed AbdulWahab Group: B Date of submit: Oct 28,2020 Koya University Faculty of Engineering Petroleum Engineering Department Third stage Drilling lab Exp. No:2 Mud Weight ©2020
  • 2. 2 Contents 1.0. Aim of the experiment.....................................................................................................3 2.0. Theory.............................................................................................................................4 3.0. Test equipment ...............................................................................................................5 4.0. Calibration.......................................................................................................................6 5.0. Test procedure ................................................................................................................7 6.0. Calculation.......................................................................................................................8 7.0. Discussions......................................................................................................................9 7.1. Discussion by: Muhammad Hassan Azeez.....................................................................9 7.2. Discussion by Ahmad Jalal Hasan ...............................................................................11 7.3. Discussion by Muhammed Fuad Rashid......................................................................12 7.4. Discussion by: Muhammed AbdulWahab ...................................................................13 7.5. Discussion by: Safwan Tofiq Ameen ...........................................................................14 8.0. Referencing ...................................................................................................................15
  • 3. 3 1.0. Aim of the experiment The main aim of the experiment is to prepare a typical mud with known density and then modify its physical properties (density) by adding a limited amount of barite to it and increase the muds density, and this procedure is called the mud weighting.
  • 4. 4 2.0. Theory The density of a mud is increased by adding barite, a commercial grade of barium sulphate. Barite is used as a standard weighting agent because of its low cost, high specific gravity, inertness, and low abrasiveness. Commercial barite is a mined product that undergoes very little processing other than grinding. Its specific gravity averages about 4.25. Pure barium sulphate has a specific gravity of 4.5, indicating that some impurities are present in the commercial grade. Applying weighting process to increase the hydrostatic pressure, at that time kick and blowout not happen. And mud weighting with barite has many advantages such as: 1. Ease to use 2. Density increases to (21pound per gallon) & 𝑆. 𝐺 (2.52) 3. Achieve high densities in a low addition rate 4. Formation pressure controlling 5. Improve the boreholes stability 6. Inert chemically 7. Doesn’t react with the other additives 8. Particle break down limited
  • 5. 5 3.0. Test equipment 1. mud balance apparatus 2. electronic balance 3. syringe 4. beaker 5. electric mixer Figure 1mud balance apparatus Figure 2 electronic balance Figure 3 syringe Figure 4 electric mixer Figure 5 Beaker
  • 6. 6 4.0. Calibration 1- Cleaning the cup and removing the lid from it and then completely filling the cup with the fresh water, Wipe dry and replace the lid. 2- Water should come out from the lids hole 3- Set the rider on 8,33ppg or 1 specific gravity 4- Add or remove the steel shot from the shot well until the instrument is in balance and the bubble in the level rests in the center of the glass.
  • 7. 7 5.0. Test procedure 1- By mixing bentonite and water prepare a mud. 2- By mud balance apparatus measure the density of the mud. 3- Adding (117.6gm) of the barite to the mud. 4- Repeat measuring the density of the mud, as you see the density of the mud has been increased.
  • 9. 9 7.0. Discussions 7.1. Discussion by: Muhammad Hassan Azeez Weighting materials are substances with a high specific gravity which can be added to the mud to increase its density usually to control the formation pressure. Barium sulfate (𝐵𝑎𝑆𝑂4) or barite is the most common weighting material used in drilling fluids. It has an API defined specific gravity of 4.2, which makes it possible to increase the mud weight up to 21ppg. It’s cheap and readily available. Question1/ what is the barites chemical composition? Answer/ (𝐵𝑎𝑆𝑂4) Q2/ why barite is the most common weighting material? A/  It’s applicable in deep, high temperature wells.  By increasing slurry density, it helps improve the muds displacement and restrain the high formation pressure.  The environmental protection agency (EPA) does not classify barite additive as a hazardous waste. Q3/ what are the barites application? A/  Increase the density of the mud up to 21ppg (2.5gm/cc).  Stabilize the bore hole.  Controlling the formation pressure.  Prepare solids-laden for well control application.
  • 10. 10 Q4/ during the mud weighting what are the common errors that we face? A/ When we adding the barite powder to the bentonite mud some of the powder is lost in the air and some of it sticks to the steel vessels. And our electronic balance was not reading the points so maybe we gain some errors here because we don’t know if we added the exact amount of the barite or bentonite. Q5/ what are the differences between the mud density and mud weighting experiment? A/ Mud density Mud weighting 1- We are doing two density tests in this experiment first for the mud balance apparatus it means testing the waters density which is knowable to calibrate the mud balance, second for measuring the muds density which is the bentonite mud. 1- We are doing three density tests in this experiment first for the mud balance apparatus it mean testing the waters density which is knowable to calibrate the mud balance , second for measuring the first muds density which is bentonite mud, third for measuring the final muds density which is the mixture of the barite and bentonite. 2- We only prepare one mud. 2- We prepare two muds. 3- We use only one substance in the mud barite or bentonite because we prepare one mud. 3- We use two substances in the muds barite and bentonite because we prepare more than one mud.
  • 11. 11 7.2. Discussion by Ahmad Jalal Hasan Mud Weight is one of the important tasks that every petroleum engineer should know about it, because it’s very important to control the High overburden pressure in the sub surface which we encounter while drilling a well, if the hydrostatic pressure (𝑃ℎ) of the mud is not greater than the formation pressure (𝑃𝑓) While Drilling then the mud will be kicked out from the well and blow out occurs. so it’s necessary to increase the density of the mud in order to Balance Formation pressure, therefore the only way is by adding a weighting material, there is different materials with different characteristics like Calcite (CaCO3) or Hematite (Fe2O3), but we used Barite in our experiment because its widely used and its chip also it doesn’t increase the viscosity so stuck pipe won’t happen. Barite is a mineral composed of barium sulphate (BaSO4). It receives its name from the Greek word "barys" which means "heavy." This name is in response to barite's high specific gravity of 4.5, adding Barite to the mud does two Main things which are: 1. Increases density of the mud (to Balance Formation Pressure). 2. it cools the drill bit. 3. the high-density barite mud suspends the rock cuttings produced by the drill and carries them up to the surface. in previous experiment we made a mud with Density of 8.6 ppg and we tried to make it 10, but there was a tiny difference between the theoretical and the practical result, it was due to some reasons which properly are: 1. we used fresh water instead pure water so it affected specific gravity of the liquid (mud) which is proportional to density. 2. The temperature wasn’t standard that should be in room temperature to get accurate results. 3. The quality of barite wasn’t perfect. There is some question that could be asked like below so we answered them:
  • 12. 12 Q 1 why we used syringe for water measurement? A because the cylinder has big scales which would be difficult to measure it correctly so we used syringe which is small scaled. Q 2 when whitening of barite why we reset the device on zero when we put barite on a paper? A because the paper itself has a weight to avoid wrong measurements. 7.3. Discussion by Muhammed Fuad Rashid QWhy we use Barite to mud weighting? ans -Barite increases the hydrostatic pressure of the drilling mud allowing it to compensate for high-pressure zones experienced during drilling. -The weighing agents are added in mud to counter the formation pressure. Any formation has to counter the overburden pressure and as a result develops some pressure off its own. Q What are the problems with interpreting pressure from mud weight? Ans Different operators have different policies about how much margin to allow between formation pore pressure and mud pressure; the range in margin is quite large. Also, the well bore can penetrate a pressure seal for many hundreds of feet without penetrating a permeable zone, in which case mud weight may not reflect the presence of abnormal pressure below the seal. In general, mud weight should be a clue to be confirmed by other evidence. Q Barite is chosen worldwide as the weighing agent of choice? ans because a) it is inexpensive b) Easy to get
  • 13. 13 c) Has high specific gravity (4.1-4.2 sg) which can provide a mud weight up to 2.4 sg (20 ppg) d) Chemically inert to the formation and other drilling fluid additives e) Non- abrasive f) Nontoxic. Q What were the errors in the experiment? Ans 8.6 ppg was required from bentonite-water mixture, result from mud balance was 8.52. 10ppg was required by adding barite to the mud, but result from mud balance was 9.9. Qwhat’s the factor get you error? Ans/ a-if you don’t use pure water content a many impurities that effected on density. b-accuracy on mud balance c-loss (barite and Bentonite) when add to mixer. d- Mud loss from steel vessels and water loss from beaker and during balance test. 7.4. Discussion by: Muhammed AbdulWahab What will happen if the mud weight is too high? Lost circulation If the hydrostatic pressure from mud column exceeds formation strength, it will cause a formation to break. Once the formation is broken, drilling fluids will be lost into the induced formation fractures. Decrease in rate of penetration
  • 14. 14 Heavier mud weight will result in slower ROP because of hold down effect. Practically, while drilling, low mud weight is used at the beginning and mud weight will be increased, as the well is drilled deeper in order to optimize ROP and mitigate well control. Deferentially Stuck Pipe Since there are differences between formation pressure and hydrostatic pressure, there will be a lot of chances that a drill string will get deferentially stuck across permeable rocks. Formation damage The more mud weight that is in the well, the more mud filtration invades into porous formations. The invaded mud will cause damage to formation rocks. 7.5. Discussion by: Safwan Tofiq Ameen
  • 15. 15 8.0. Referencing 1- Mohammed,P.,2014. Drilling Engineering Laboratory Manual 2- Society for Mining, M. and Kogel, J., 2009. Industrial Minerals & Rocks: Commodities, Markets, And Uses (Industrial Minerals And Rocks). Society for Mining, Metallurgy and Exploration Incorporated. 3- King, H., 2020. Barite Mineral | Uses And Properties. [online] Geology.com. Available at: <https://geology.com/minerals/barite.shtml> [Accessed 27 October 2020]. 4- Cormack, D. (2007). An introduction to well control calculations for drilling operations. 1st ed. Texas: Springer.