Recent Blogs Posts

Originally Posted by AKSAO

Originally Posted by Vardoc

Hello:

If anybody needs help with Geoframe interpretation software.

Contact me for help.

Dear Brother

Could you please help my with geoframe 4.5 advanced training materials in seismic interpretation

best regards

AKSAO

Originally Posted by yasser kassem

Without any Copyrights, I would like to share my books in oil and gas industry for free download and use.

Yasser Kassem



Fundamentals of Oil and Gas Processing

http://oilprocessing.net/data/docume...-free-copy.pdf



Basics of Oil and Gas Processing Book

http://oilprocessing.net/data/docume...-free-copy.pdf



Basics of Corrosion in Oil and Gas Industry Book

http://oilprocessing.net/data/docume...-free-copy.pdf



Basics of Fluid Flow and Pressure Drop Calculation

http://oilprocessing.net/data/docume...-free-copy.pdf



Produced Water Treatment Book

http://oilprocessing.net/data/docume...-free-copy.pdf



Water Formed Scale deposits Book

http://oilprocessing.net/data/docume...-free-copy.pdf

I have petrel 2018.2 and hampson russel 10.4.2 full active. Change for other full software. Regards

leumpet32@gmail.com

Hi everyone

can someone share handbook of megyesy 14th edition, i just have 12th edition. so i need the latest book.
many thankful if someone can share it

Hello*

I am doing the branch tee reinforcement pad requirement calculation according to EN 13480-3 section 8.4.3. I have some queries as below.

(1) In Equation 8.4.3-4 ( lpl <= ls). I have calculated the effective reinforcement of shell pipe (ls) value according to equation 8.4.1-2 which is coming around 190 mm. So According to the equation I can use the reinforcement pad width less than ls means less than 190 mm. If I follow the above equation * it will never satisfy the final equation 8.4.3-6. it seems this equation is not correct.
If code restrict the reinforcement pad width how we can satisfy the final equation without increasing the pad width where reinforcement pad width is also limited to eas according to equation 8.4.3-5. Refer attached code page attachment (EN13480-3-Page-82.pdf). Please suggest.

(2) EN13480-3 equation 8.4.3-5 condition eapl<=eas shall be satisfy.
I am using the reinforcement pad thickness same as shell thickness* means pad will be cut from shell pipe during fabrication.

I am using the nominal pad thickness same as shell thickness 16 mm with assuming same corrosion allowances. Refer below calculation.
My nominal shell thickness en=16 mm. c0=3.4* c1=0.3 mm.so eas=16-3.4-0.3= 12.3 mm.
Plate thickness used enpl=16mm. c0=3.4* c1=0.3 mm. so eapl=12.3 mm.

Is my calculation & understanding is correct.

As in brief above code restrict the reinforcement pad thickness as well as width to compensate the cutting area for branch.

Please find attached my detail calculation. (Terna Reinforcement pad Calculation30052017.pdf)

Tags: branch reinforcement pad, corrosion allowance, en13480-3, en13480-3:2012, tee reinforcing pads

Categories

Industrial / Manufacturing Engineers , Engineering Codes, Standards & Certifications , General & petroleum News , Petrochemical , Miscellaneous

Hello*

I am doing the branch tee reinforcement pad requirement calculation according to EN 13480-3 section 8.4.3. I have some queries as below.

(1) In Equation 8.4.3-4 ( lpl <= ls). I have calculated the effective reinforcement of shell pipe (ls) value according to equation 8.4.1-2 which is coming around 190 mm. So According to the equation I can use the reinforcement pad width less than ls means less than 190 mm. If I follow the above equation * it will never satisfy the final equation 8.4.3-6. it seems this equation is not correct.
If code restrict the reinforcement pad width how we can satisfy the final equation without increasing the pad width where reinforcement pad width is also limited to eas according to equation 8.4.3-5. Refer attached code page attachment (EN13480-3-Page-82.pdf). Please suggest.

(2) EN13480-3 equation 8.4.3-5 condition eapl<=eas shall be satisfy.
I am using the reinforcement pad thickness same as shell thickness* means pad will be cut from shell pipe during fabrication.

I am using the nominal pad thickness same as shell thickness 16 mm with assuming same corrosion allowances. Refer below calculation.
My nominal shell thickness en=16 mm. c0=3.4* c1=0.3 mm.so eas=16-3.4-0.3= 12.3 mm.
Plate thickness used enpl=16mm. c0=3.4* c1=0.3 mm. so eapl=12.3 mm.

Is my calculation & understanding is correct.

As in brief above code restrict the reinforcement pad thickness as well as width to compensate the cutting area for branch.

Please find attached my detail calculation. (Terna Reinforcement pad Calculation30052017.pdf)

Tags: branch reinforcement pad, corrosion allowance, en13480-3, en13480-3:2012, tee reinforcing pads

Categories

Petrochemical , Industrial / Manufacturing Engineers , Engineering Codes, Standards & Certifications , General & petroleum News , Miscellaneous

Attached Files

• EN13480-3-Page-82.pdf (424.7 KB, 546 views)
• Terna Reinforcement pad Calculation30052017.pdf (29.7 KB, 589 views)

Dear All,

Happy to announce the release of software tools for in service inspection inspectors.

Pls feel free to share, download the software at : sites.google.com/site/PlantInspSoftware

Functions include in this release are:

Library

Properties ( Stress Tables are interpolated and link to calculations)

ASME Part D Table 1A/1B ( Year 2004, 2005, 2007, 2008, 2009 )
ASME Part D Table 2A/2B ( Year 2004, 2005 )
ASME Part D Table 3 ( Year 2004, 2005, 2007, 2008, 2009 )
ASME Part D Table 4 ( Year 2004, 2005, 2007, 2008, 2009 )
ASME Part D Table 5A/5B ( Year 2007, 2008, 2009 )
ASME Part D Table Y1 ( Year 2004, 2005, 2007, 2008, 2009 )
ASME Part D Table U ( Year 2004, 2005, 2007, 2008, 2009 )
ASME Part D Table TM ( Year 2004 )
ASME Part D Geometric Chart For Component Under External Pressure
ASME Part D External Chart ( All Tables )
ASME B31.3 Table A1/A2( Year 2012 )
ASME B31.1 Table A1 to A10 ( Year 2012 )


Pressure Vs Temperature

ASME 16.01
ASME 16.05
ASME 16.47



Dimension

ASME 16.20
ASME 16.21
ASME 16.05
ASME 16.47
ASME 16.09
ASME 16.11
ASME 36.10
ASME 36.19


Shapes

AISC Database Version 14.1


Welding

ASME IX - P No ( Year 2004, 2010 )
ASME IX - F No ( Year 2004, 2010 )
ASME IX - A No ( Year 2004, 2010 )


Calculations


ASME VIII Div 1
Internal Pressure - Cylinder ( Thick/Thin , ID/OD, t/P )
Internal Pressure - Spherical ( Thick/Thin , ID/OD, t/P )
Internal Pressure - Conical ( ID/OD, t/P )
Internal Pressure - Elliptical ( 32d/App 1-4(c)/App 1-4(f)1, ID/OD, t/P )
Internal Pressure - Torispherical ...

if you want to know latest seismic attributes technology with less money
https://www.dropbox.com/s/gzbimtsjt4...Attributes.pdf
Training package Unconventional Seismic Interpretations Using Seismic Attributes (theoretical &applications)

cost 125$ for group 5 persons
Content Online Lectures face to face,
Materials and recorded videos
After courses discussion help on line for 4 hours
Period of course 20 hours

Over the years I have come up with several of my own safety and leadership quotations that I have used either in conferences, meetings or training sessions. Sometimes you can say just a few words and the message sticks with people for the rest of their lives. I have put below a few of my favourites that I have had success with when trying to make people accept their responsibilities and become leaders. Hopefully people will find useful to use during their own HSE or OHS training etc.


"Good leaders are those who know how to motivate and challenge people at all levels of an organization to achieve their best performance. In addition they support and provide the resources necessary to ensure it is possible to meet the goals that have been set”.

“No one cares how much you know about safety, until they know you can add to their success”

“ If you want to be a safety leader you must have innovation to succeed”

“I may not be a financial director, but I can help reduce your financial loss”

“If you don’t consider safety part of your leadership strategy, then you’re in the wrong job”

“A company director who thinks safety is a costly overhead should resign at the first opportunity”

“Only a fool would take a risk that would lose money or cause personal injury”

“You can’t say cutback on safety, and build a successful business in the same sentence”

“Real leaders know when to motivate and when to stand up for change”


Wayne Harris
Chairman of ISQEM

www.isqem.com

Tags: leadership, qoutes, safety, training, wayne harris

Categories

Safety And Environment , General & petroleum News , Society , Miscellaneous

Description: Programming language for engineering and mathematical calculations. An extensive library of functions makes it easy to work (in particular a graphical representation of data)

What is Matlab
MATLAB - a high-level technical computing language, interactive environment for algorithm development and modern tools of data analysis. MATLAB compared to traditional programming languages ??(C / C + +, Java, Pascal, FORTRAN) allows an order to reduce the time solution of typical problems and simplifies the development of new algorithms. MATLAB is the foundation of the entire product family MathWorks is the main tool for solving a wide range of scientific and applied problems in areas such as: modeling facilities and development of control systems, design of communication systems, signal and image processing, measurement signals and testing, financial modeling, computational biology, etc.
MATLAB allows the kernel as easy to work with real matrices, complex and analytical data types. Contains built-in linear algebra (LAPACK, BLAS), fast Fourier transform (FFTW), functions for working with polynomials, functions, basic statistics and numerical solutions of differential equations. All built-in core MATLAB developed and optimized by experts and work faster or the same as their equivalent in C / C + +
Key features
• Platform-independent, high-level programming language oriented to matrix computations and the development of algorithms
• Interactive environment for code development, managing files and data
• The functions of linear algebra, statistics, Fourier analysis, the solution of differential equations, etc.
• Rich visualization, 2-D and 3-D graphics
• Built-in user interface design to create complete applications in MATLAB
• Tools integration with C / C + +, inheritance code, ActiveX technology
• Access to the functions. NET

What's new in version R2013a compared with ...