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.
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
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.
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.
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
Drilling engineering laboratory
The aim of the test is to know the ability of the mud to suspense the cutting during circulation stop by measuring the gel strength
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
Gel Strength Exp. Drilling Engineering, Mud Lab, Exp.Jarjis Mohammed
Gel Strength by jarjis
Experiment Number 6: Gel Strength.
Koya University.
Faculty of Engineering.
Drilling Lab
Supervised By Muhammad Jamal
=============
This a report about Gel Strength. 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.
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.
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
Drilling engineering laboratory
The aim of the test is to know the ability of the mud to suspense the cutting during circulation stop by measuring the gel strength
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
Gel Strength Exp. Drilling Engineering, Mud Lab, Exp.Jarjis Mohammed
Gel Strength by jarjis
Experiment Number 6: Gel Strength.
Koya University.
Faculty of Engineering.
Drilling Lab
Supervised By Muhammad Jamal
=============
This a report about Gel Strength. written by Jarjis Muhammad, Petroleum Engineering Dep. Koya University. For more Information please contact me: www.facebook.com/Jarjis.shaqlawaee
Experimental Investigation of Granulated Blast Furnace Slag ond Quarry Dust a...IJSRD
In this experimental work ninety nine cubes has been prepared having dimension 70.7x70.7x70.7 mm are cast as per IS:4031 (2000). In this experimental investigation cement mortar mix 1:3 by volume were selected for 0%, 20%, 40%, 60%, 80% and 100% partially replacement of natural sand (NS) by Granulated blast furnace slag (GBFS) and quarry dust (QD) [3 cubes on each parameter respectively] for W/C ratio of 0.55 respectively. All the cubes were tested under compressive testing machine. To compare the average compressive strength of natural sand (NS) with granulated blast furnace slag (GBFS) and quarry dust (QD).
Experimental Investigation of Granulated Blast Furnace Slag ond Quarry Dust a...IJSRD
In this experimental work ninety nine cubes has been prepared having dimension 70.7x70.7x70.7 mm are cast as per IS:4031 (2000). In this experimental investigation cement mortar mix 1:3 by volume were selected for 0%, 20%, 40%, 60%, 80% and 100% partially replacement of natural sand (NS) by Granulated blast furnace slag (GBFS) and quarry dust (QD) [3 cubes on each parameter respectively] for W/C ratio of 0.55 respectively. All the cubes were tested under compressive testing machine. To compare the average compressive strength of natural sand (NS) with granulated blast furnace slag (GBFS) and quarry dust (QD).
Sieve analysis
Atterberg limit test (liquid limit & Plastic limit)
Compaction test (Standard and modified proctor test)
California bearing ratio test (CBR)
index properties of soil, Those properties of soil which are used in the identification and classification of soil are known as INDEX PROPERTIES
Water content
Specific gravity
In-situ density
Particle size
Consistency
Relative Density
A Study on Partial Replacement of Natural Granite Aggregate with Pelletized F...ijceronline
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity.
A Study on Partial Replacement of Natural Granite Aggregate with Pelletized F...ijceronline
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity.
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.
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
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/
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
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.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
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.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Drilling Lab - Mud Weighting
1. Soran University
Faculty of Engineering
Department of Petroleum Engineering
Drilling Engineering I [ PETE 308]
Title: Mud Weighting
Experiment No.: 2
Name: Muhammad Sulaimon Rasul
Group: B2
Date: 24 SEP 2019
Supervisors: Dr. Jagar Ali, Mr. Fouad, Mr. Rawezh, Ms. Marriam
3. Aim
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.
Theory
Drilling mud is a mixture of water and mud (Clay) addition to some other minerals and
special chemical materials called “additives” (Kate, 1998), that used to maintain well stability
during the process of drilling. Sometimes mud can be non-aqueous regarding to well condition
that Oil-Base Mud used (Simon, 2017). A Successful drilling operation is requiring a good quality
of drilling fluid (Darley et al.,1988).
The composition that required for drilling mud is depend upon the formation stability which
wells are drill through formations with a different type of compositions that require different types
of mud composition (Simon, 2017). The most used mud and common one is liquid-based mud
which usually composed of a based fluid such as (Oil or Water) with some weighting additives
such as Bentonite and Barite and also drilling fluid may contains air (Ofi Testing Equipment
inc.,2003).
The density of drilling mud is one of the important parameters which should be first
considered. It was a definition regarding to American Petroleum Institute is matter measured per
unit volume which expressed in pounds per gallon (ppg) (Simon, 2017).
The density is one of parameters that controls formation pressure to avoid the blowout, and it
should be accurately measured in order to provide a sufficient hydrostatic pressure over the
formation pressure in order to avoid caving (Geehan et al.,1989; Kruse, 1975).
Weighting martials such as Bararite and Clay are used in order to enhance the density of mud
system. Increasing solid contents regarding to their type and the amount; will affect on mud
properties. Low density muds are typically used in drilling situations that mud density are less than
10ppg and also circulation rate is high enough to get cuttings out of the well (Simon, 2017).
Another situation is while the weight of mud gets high in which effect on increasing viscosity and
gel strength of mud, that can directly have an effect on the circulation rate and slowing the drilling
process (Simon, 2017).
1
4. Apparatus and Materials
Materials: Bentonite Clay (20.8 Ib/gal), Water (8.33 Ib/gal), Barite (35.8ppg)
Apparatus and Equipment’s: Electronic Balance, Mud Balance, Electronic Mixer, 500ml
Cylinder, 25ml Cylinder, 10ml cylinder.
Calibration
Fig1. Electronic Balance:
Is used to measure mass in
gm(s).
Fig4. Electronic mud mixer:
Is a device used to mix
liquid with solid particles.
Fig3. A 25ml
Cylinder: Measures
water volume in (ml).
Fig2. Bentonite: Is a martial
used to mix with water to
create a drilling mud
Fig7. Lab Spatula: used to
mix water and solid
particles manually.
Fig6. Mud Balance is a
device used to measure
density.
Fig5. A 500ml
Cylinder: Measures
water volume in (ml).
Fig8. A 10ml
Cylinder: Measures
water volume in (ml).
Fig9. Barite: Is a weighting
martial used to increase
density of drilling mud.
2
5. Calibration
Calibration should be executed for the mud balance for being sure if the mud balance is working
correctly or not before putting a for the mud balance for being sure if the mud balance is working
correctly or not before putting a mud to measuring. However, there is some procedures for
calibrating mud balance as the following steps:
1. Remove the lid and completely dry and clean the cup leaving no impurities in the cup then
filling it with distillated water.
2. Then Replace the lid and clean it till gets dry.
3. Put the balance arm to its place and be sure that you correctly placed knife-edge on fulcrum.
4. Now, by looking the level inside the glass should be centered when the rider put on
8.33ppg. If it doesn’t, this mean that the device is not accurate and should be repaired.
NOTE: An error has accorded about 0.02 more than actual value (8.33 ppg), during the
calibration due to not using fresh water.
Fig10. Mud Balance is a device using for measuring density. It consists of seven parts as
showed above.
3
6. Procedure
1. First the volume of water must be calculated which it’s (236.74 cc) regarding to the
calculations and filling 500ml cylinder till 200ml and bring another cylinder with volume
of 25 ml to making volume more accurate and fill it till 25ml then bring one more cylinder
with volume of 10ml and fill it until 1.74cc and put both 25ml and 10ml to 500ml cylinder.
2. As the Bentonite has measured before which has mass of 20.6275gm. The amount of
20.6275gm of Bentonite should measure using an electronic balance.
3. Then take off all water inside the electronic mixer and carefully turn it on.
4. Now while the mixer is working, add the Bentonite a little by little into the water to avoid
stacking of mixture.
5. After putting all Bentonite inside water while its mixing together, wait about 3-4 min till it
fully get mixed.
6. Now remove a cup from the mixer and take it to the mud balance. After that remove the
lid and put the mud inside the cup and replace lid again. Be sure that you cleaned all mud
outside the cup.
7. Move the Rider until the level bubble gets centered and read the weigh on balance arm. It
should be 8.75ppg.
8. After that, remove lid again and pour all mud into the cub of mixer and bring it to mixer
again.
9. Now after the mass of Barite has measured in calculations which its (3.909gm). This
amount of Barite should measure with electronic balance.
10. After that put this 3.909gm of barite slightly to the mud while the mixer is working as
mentioned before.
11. Wait about 2-3 min again till solid particles of Barite gets mixed with the mud and be sure
that all particles have mixed well.
12. Now again remove the cub carefully and bring a mud balance; then remove a lid again and
fill it with mud, then shake 3-4 times to be sure the cub has filled %100.
13. Replace the lid and put the arm on its place and move the rider till the level bubble gets
centered and read the ppg line on the arm. It must be 8.85 ppg.
4
8. Result and Discussion
Materials Volume (cc) Density (ib/gal) Mass (gm)
Water 236.74 8.33 -
Bentonite Clay 8.251 20.8 20.6275
Barite 0.909 35.8 3.909 (1)
First-Mud 235 8.7 -
Second-Mud - 8.8 -
Table 1: Experimental and Theorical Results
The Results was something far from the expectations that is due to some errors might
happened during the procedures. By looking the final result there is 0.05 error caused at the first
Mud during filling the cylinders which either filled with more water or it belongs to that particles
of mud which have left from the edge of cup that may totally not been mixed with water. The first
error is more reliable for causing this error which it is exceeding the amount of water more than
that required. At the second mud also, there is %5 error which belongs to the first reason as
mentioned above (caused by first error) and also during the experiment about 0.25gm of barite has
been added to the mud expect the theorical mass of bentonite. Accurate preparing of martials will
avoid this kind of errors.
Conclusion
Performing this kind of experiment’s make students engage more and gain ability to generate
drilling mud as recommended and also increasing mud weight regarding to the formation using
another material named Barite.
____________________________________
(1) The Theorical value of Barite mass was 3.909gm but then; in the experiment, about 0.25gm has been added
to the theorical mass in order to rise the amount of density for the second mud; that has been lost due to an
error at first mud density.
6
9. References
1. Darley, H.C.H. and Gray, G.R. (1988): The composition and Properties of Drilling and
Completion Fluids. 5th Ed. Gulf Publishing Company, Houston Texas. pp 110.
2. Kate, V.D. (1998): Drilling Fluids, Mud Pumps and Conditioning Equipment.
3. Ofi Testing Equipment, Inc. (2003). Extreme Pressure and Akaranta, O. and Osuji, L.C.
(1997): Carboxylmethylation of orange mesocarp Cellulose and its utilization in Drilling
mud formulation. International Journal for Physics, Chemistry and Technology of
Cellulose and Lignin 31, pp 193-198.Lubricity Tester Instruction Manual.
4. Geehan, T. and Mc Kee.A. (1989): Drilling Muds. Monitoring and Managing it. Oilfield
Review 1(2), pp 41-52.
5. Kruse, C.F. (1975): Lessons in Rotary Drilling, Unit II-Lesson 2 “Drilling Mud”. 12th
Edition. Published by Petroleum Extension Service Industrial and Business Training
Bureau Division of Extension, The University of Texas. Pp 1-47.
6. Herzon, S. (2017). LABORATORY PRACTICAL REPORT ON THE FACTORS THAT
AFFECTS THE PROPERTIES OF THE DRILLING MUD DURING DRILLING
PROCESS. [online] academia.edu. Available at:
https://www.academia.edu/35123831/LABORATORY_REPORT_ON_THE_FACTORS
_THAT_AFFECT_THE_PROPERTIES_OF_DRILLING_MUD [Accessed 27 Sep.
2019].
7