The document describes a mud weighting experiment where barite was added to bentonite mud to increase its density. Barite is commonly used to weight muds because it is inexpensive, readily available, and chemically inert, allowing mud weights to reach 20 ppg. The experiment involved preparing bentonite mud, measuring its initial density, then adding 117.6g of barite and measuring the final density. Some potential sources of error included barite powder being lost or sticking to surfaces during mixing and imprecise electronic balance measurements.
This experiment will explain a procedure to get drilling mud with a range of density that requires for maintaining the borehole pressure as drilling goes dipper, the objective is generating a drilling mud; then it requires to rise the density by 0.1ppg and getting a drilling mud that is more dens.
Rheology model 900 viscometer Mud Engineering Exp.Jarjis Mohammed
Rheology model 900 viscometer by jarjis
Experiment Number 7: Rheological Properties using Model 900 Viscometer.
Koya University.
Faculty of Engineering.
Drilling Lab
Supervised By Muhammad Jamal
=============
This a report about Rheological Properties using Model 900 Viscometer.. written by Jarjis Muhammad, Petroleum Engineering Dep. Koya University. For more Information please contact me: www.facebook.com/Jarjis.shaqlawaee
This experiment will explain a procedure to get drilling mud with a range of density that requires for maintaining the borehole pressure as drilling goes dipper, the objective is generating a drilling mud; then it requires to rise the density by 0.1ppg and getting a drilling mud that is more dens.
Rheology model 900 viscometer Mud Engineering Exp.Jarjis Mohammed
Rheology model 900 viscometer by jarjis
Experiment Number 7: Rheological Properties using Model 900 Viscometer.
Koya University.
Faculty of Engineering.
Drilling Lab
Supervised By Muhammad Jamal
=============
This a report about Rheological Properties using Model 900 Viscometer.. written by Jarjis Muhammad, Petroleum Engineering Dep. Koya University. For more Information please contact me: www.facebook.com/Jarjis.shaqlawaee
This a report about Marsh Funnel. written by Jarjis Muhammad, Petroleum Engineering Dep. Koya University. For more Information please contact me: www.facebook.com/Jarjis.shaqlawaee
1-To calculate plastic viscosity of the mud .
2-To calculate yield point.
Viscometer or rheometer is a device used to measure the viscosity and yield point of mud, A sample of mud is placed in a slurry cup and rotation of a sleeve in the mud.
Viscosity and yield point exp. by jarjis
Experiment Number 5: Yield Point.
Koya University.
Faculty of Engineering.
Drilling Lab
Supervised By Muhammad Jamal
Determine Plastic Viscosity, Apparent Viscosity, And Yield point of a drilling fluid (mud) by using Fann VG viscometer.
=============
This a report about Filtration. written by Jarjis Muhammad, Petroleum Engineering Dep. Koya University. For more Information please contact me: www.facebook.com/Jarjis.shaqlawaee
The objective of this test is to determine the bulk volume,
grain volume, pore volume and effective porosity of
interconnected pores of a core sample with the use of liquid
saturation method.
This a report about Marsh Funnel. written by Jarjis Muhammad, Petroleum Engineering Dep. Koya University. For more Information please contact me: www.facebook.com/Jarjis.shaqlawaee
1-To calculate plastic viscosity of the mud .
2-To calculate yield point.
Viscometer or rheometer is a device used to measure the viscosity and yield point of mud, A sample of mud is placed in a slurry cup and rotation of a sleeve in the mud.
Viscosity and yield point exp. by jarjis
Experiment Number 5: Yield Point.
Koya University.
Faculty of Engineering.
Drilling Lab
Supervised By Muhammad Jamal
Determine Plastic Viscosity, Apparent Viscosity, And Yield point of a drilling fluid (mud) by using Fann VG viscometer.
=============
This a report about Filtration. written by Jarjis Muhammad, Petroleum Engineering Dep. Koya University. For more Information please contact me: www.facebook.com/Jarjis.shaqlawaee
The objective of this test is to determine the bulk volume,
grain volume, pore volume and effective porosity of
interconnected pores of a core sample with the use of liquid
saturation method.
Curing Methods and Their Effects on The Strength of ConcreteIJERA Editor
There are a lot of arguments on which method of curing concrete gives good strength. These different opinions results into this study, which aim at investigating the effects of different curing methods on the strength of concrete. Laboratory test was employed for this study. Normal concretes were prepared using specified mix ratio of 1:2:4 and 1:3:6. The cubes tested for compressive strength at 3, 7, 21, and 28 days of curing respectively using four curing methods namely immersion, sprinkling, polythene sheeting and sharp sand coating. Testing indicate that water immersion curing method as well as sprinkling (spraying ) methods of curing, provide better results than membrane (polythene sheeting) method of curing. While sharp sand gives least strength. The rate of drying was significant when the specimens were subjected to curing with polythene sheet method of curing. This thus hampered the hydration process and thus affected the compressive strength property of the hardened concrete. The overall findings of this study suggests that concrete should be cured by water immersion or spraying regularly to achieve a better compressive strength in concrete.
In the following pages to follow an attempt is being made to bring forward a brief analysis about the concrete mix designs of M30 and M40 concrete. Here an effort has been made to find out the compressive strengths developed by both M30 and M40 concrete not only by its normal mix design but also through addition of admixtures and fibres.
The theories presented here have been adopted from the study of various standard codes available for the conduct of civil engineers. Any suggestions and queries regarding correction of the theories as well as the numerical presentations are welcome.
Close care has been taken to present the design solution calculation to the nearest possible decimal values and any error or misprint in the calculations may suitably be considered.
Abstract:
This assignment was used to design a mud and preparing mud for a well having a depth of 10000ft and each depth consist of different pore pressure gradient and fracture gradient. It was important to take in consider the safety margins and the kick margins by adding to the pore pressure gradient 0.5ppg and subtracting from fracture pressure 0.5ppg as shown in table (1). Then it has been drew the mud window to create a proper mud to solve the issue in this assignment and become safer. Since there are two muds needed to be prepared for a well having a depth of 10000ft and each with different density, it is important to measure the amount of barite required in order to increase the density to the target wanted. has been created the mud with 10.9 ppg, after creating the mud for this density will be testing all the classification for this test and if it is goof or no. The temperature for this mud was 28.7C and the density has been measured as well which was 10.95 and the ph was 8. In addition, has been measured the viscosity at different speed by using viscometers the speed was at 5,6,100,200,300, and 600 rpm the results shows in table 3. Then it has been measured the gel strength at 10s and 10 mins which was 30, and 31ib.100ft2 respectively, then it has been calculated the plastic viscosity, apparent viscosity, and yield point by the equation given above, and the results mentioned in table 3. Lastly has been measure the filtrate volume for 5,10, 15,20,15 and 30mins the total volume which was at 30 mins with result about 16.5cc. then it has been measured the mud cake thickness for this type of mud which was 3.23mm. it was given some of the errors that faced while drilling a well, those problems were loss circulation, high and innovation and the stuck pipe. in the first step it has been designed the sample mud that required to use at the surface, while the pressure of the well increase it should increase the density of the mud to balance between the hydrostatic pressure with the formation pressure, so it has been increased the density of the mud by using the barite, the mud was 10, and 14ppg.
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This is a preliminary text for the chapter. The Oslo Group is invited to provide comments on the
general structure and coverage of the chapter (for example, if it covers the relevant aspects related to
measurement units and conversion factors, and if there are additional topics that should be covered in
this chapter), and on the recommendations to be contained in IRES.
The current text presents the recommendations from the UN Manual F.29 as well as some points that
were raised during the last OG meeting. The issue of “harmonization” of standard/default conversion
factors still needs to be addressed. It was suggested that tables be moved to an annex. Please provide
your views on which ones should be retained in the chapter.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
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Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
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
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.