This document summarizes an experiment to prepare drilling mud at a specific density. It includes the aim, introduction, equipment, procedure, calculations, results, discussion, and conclusion. The student prepared mud with a density of 8.61 ppg, which was close to the theoretical density of 8.65 ppg. The small error between the practical and theoretical densities was likely due to minor material losses during mixing. Overall, the experiment was successful in preparing mud at the desired density.
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
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.
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
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.
Specific gravity and absorption of fine aggregateBahzad5
Subject: concrete technology
Specific gravity and absorption of fine aggregate
Experiment No: 5
Name:
Rezhwan Hama Karim.
Group: B
Year of Study:
2019-2020
University Of Halabja.
Civil Engineering Department.2nd stage
Concrete lap.
Contents:
Introduction
References
Purpose Of This Experiment
Materials And Equipment
Procedure
Data analysis
Discussion
Conclusion
Introduction
Specific gravity of fine aggregate (sand) is the ratio of the weight of given volume of aggregates to the weight of equal volume of water. But absorbed water is the water that lies close to solid surfaces under the influence of attractive forces
References 1. ASTM C127-07, ASTM C128-07a 2. ASTM D75-92 3. BS EN 1097-3:1998
Purpose of this experiment To determine the bulk and apparent specific gravities of fine aggregates so they can be used for calculation of volume occupied by the aggregate in various mixtures containing aggregate, absorption, computation of voids in aggregate.
Specific gravity and absorption of fine aggregateBahzad5
Subject: concrete technology
Specific gravity and absorption of fine aggregate
Experiment No: 5
Name:
Rezhwan Hama Karim.
Group: B
Year of Study:
2019-2020
University Of Halabja.
Civil Engineering Department.2nd stage
Concrete lap.
Contents:
Introduction
References
Purpose Of This Experiment
Materials And Equipment
Procedure
Data analysis
Discussion
Conclusion
Introduction
Specific gravity of fine aggregate (sand) is the ratio of the weight of given volume of aggregates to the weight of equal volume of water. But absorbed water is the water that lies close to solid surfaces under the influence of attractive forces
References 1. ASTM C127-07, ASTM C128-07a 2. ASTM D75-92 3. BS EN 1097-3:1998
Purpose of this experiment To determine the bulk and apparent specific gravities of fine aggregates so they can be used for calculation of volume occupied by the aggregate in various mixtures containing aggregate, absorption, computation of voids in aggregate.
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.
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.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
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.
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/
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.
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.
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Mud preparation
1. Soran university
Faculty of engineering
Petroleum engineering department
Drilling engineering ІІ
Title: mud preparation
Experiment no: one
Name: Sahand Nzar Ahmed
Group: C
Date: 14 Feb 2021
Supervisors: Dr.jagar Ali , Mr.Rebaz
Winter 2021
2. 2
Contents
1. Aim of experiment ................................................................................................................................3
2. Introduction...........................................................................................................................................3
3. Equipment and materials.......................................................................................................................3
4. Procedure ..............................................................................................................................................4
5. Calculation ............................................................................................................................................5
6. Result ....................................................................................................................................................6
7. Discussion..............................................................................................................................................6
8. Conclusion.............................................................................................................................................6
9. Reference..............................................................................................................................................7
3. 3
1. Aim of experiment
Preparing a mud in specific density
2. Introduction
Mud is an essential part of rotary drilling system. Drilling fluid is defined as a circulating fluid in
rotary drilling to perform any or all of the various functions required in drilling operations. To
perform these functions, an efficient drilling fluid must exhibit numerous characteristics, such as
desired rheological properties (plastic viscosity, yield value and low-end rheology, gel strengths),
fluid loss prevention, stability under various temperatures and pressure operating conditions and
also stability against contaminating fluids. The mud should be prepared in a way to nearly
preform all the functions. Mud consists of (clay, water) but sometimes chemicals will add to mud
to make some properties in mud. (Lott, 1987)
3. Equipment and materials
7. Water
Figure1: mud mixer and blender Figure2: mud balance Figure3: cylinder
Figure 4: beaker Figure 5: stirrer Figure 6: clay
4. 4
4. Procedure
The weight ( density) of both materials ( water , clay ) are known, so the volume of the
both materials can be find by this equation W1V1+W2V2 =WFVF
The volume of clay are converted to mass by using density rule ρ =
then the mass of clay are measured on electric balance
the volume of water are measured inside cylinder
the measured water pour into the blender then put the blender in the first step of mixer,
then up it to second step and it’s automatically start
at the top of device there are speed controller which can control the speed of rotation
start rotation with the low speed and put the clay inside the blender slowly
when all the call are added to the water increase the speed of rotation to medium speed
then to high speed rotation
after some few minutes the mud are prepared
put the prepared mud to the beaker
put the prepared mud ( which is inside beaker ) into the cup of the mud balance
Then put the lip on the cup, some mud should be expelled in the lip
Measure the weight ( density) of mud that should be close to the theoretical density
6. 6
6. Result
Parameters Results
Volume of
water
230 cc
Volume of
clay
5.9 cc
Mass of clay 14.755 gram
Practical
density of mud
8.61 ppg
7. Discussion
The theoretical density of mud is 8.65 ppg but the density of prepared mud is 8.61. It indicates
that there is some error. There are always some error between practical result and theoretical
result. In this lab the error maybe a result of some material losing, for example some clay are
missed when the clay are added into the blender, some clay are remain in the well of the blende.
And maybe the measured water is more or less than 230 cc.
8. Conclusion
At the finally, it can say that the very good result are got. The error is very small and acceptable. As it’s
mentioned in previous part there are always some error between practical result and theoretical
result because it’s manual experiment and small error is something normal.