piping designers . com | Forum
pipingdesigners.com home page pipingdesigners.com home page Get the RSS Feed from the Forum pipingdesigners.com on Facebook pipingdesigners.com on twitter pipingdesigners.com on LinkedIn About pipingdesigners.com pipingdesigners.com Forum pipingdesigners.com Codes & Standards pipingdesigners.com Links pipingdesigners.com Tools pipingdesigners.com Tips pipingdesigners.com Training pipingdesigners.com Jobs Board pipingdesigners.com home page

Like Us on Facebook Piping Designers LI Group follow pipingdesigners.com on twitter piping designers . com About Us piping designers . com Forum piping designers . com Codes & Standards piping designers . com Links piping designers . com Tools piping designers . com Training Piping Jobs Board piping designers . com piping designers . com

The Piping Designers Job Board

It is currently Wed May 22, 2013 10:09 pm

All times are UTC [ DST ]




Post new topic Reply to topic  [ 5 posts ] 
Author Message
 Post subject: Dead leg corrosion Modification
Unread postPosted: Sat May 05, 2012 5:20 am 
Offline

Joined: Mon Jan 10, 2011 6:32 am
Posts: 24
Years of Experience: 2
Country: Australia
Hi All,

Let me explain the situation.
Condensate line from inlet separator has got dead leg corrosion in a plant. The reason for corrosion is due to low production and hence no flow and caused dead leg corrosion.
Modification suggested is to connect the condensate line to water line from inlet separator.
Also suggested that the modification is a shot fix due to the fact that if production increases we need to go back to separate condensate and water line which is the original design.

My suggestion is why can’t we use a higher schedule pipe (currently they are using 150NB Sch 40 A106 Pipe ) and change the old pipe spools with new one. Advantages are we are not changing the original design, we can use old iso’s same pipe supports,no need to change booster pump logic etc .Design life is only 5 years and almost 3 years finished.

As per piping point of view which is a better solution?
Also as many have been in this situation before , can anyone give what their approach would have been while facing problem like this .Thank you.
DV


Top
 Profile  
 
 Post subject: Re: Dead leg corrosion Modification
Unread postPosted: Sat May 05, 2012 11:55 am 
Offline

Joined: Fri May 26, 2006 7:47 pm
Posts: 845
Location: Florida, USA
Years of Experience: 45
Country: United States of America
Can you include a sketch?

_________________
You must want to succeed before you can.


Top
 Profile  
 
 Post subject: Re: Dead leg corrosion Modification
Unread postPosted: Sat May 05, 2012 1:47 pm 
Offline

Joined: Mon Jan 10, 2011 6:32 am
Posts: 24
Years of Experience: 2
Country: Australia
Hi Jop,

Can I sent some info through email as I cannot attach.Thanks.

Deepu


Top
 Profile  
 
 Post subject: Re: Dead leg corrosion Modification
Unread postPosted: Sat May 05, 2012 5:14 pm 
Offline

Joined: Fri May 26, 2006 7:47 pm
Posts: 845
Location: Florida, USA
Years of Experience: 45
Country: United States of America
Yes, you may send what you have via e-mail.

_________________
You must want to succeed before you can.


Top
 Profile  
 
 Post subject: Re: Dead leg corrosion Modification
Unread postPosted: Sun May 06, 2012 7:59 pm 
Offline

Joined: Fri May 26, 2006 7:47 pm
Posts: 845
Location: Florida, USA
Years of Experience: 45
Country: United States of America
Deepu,
I have looked at your sketches and read your note explaining what you want to do and the options.
I have the following comments:
a). The P&ID does not identify the portion of the lines in question. So I can only guess.
b). The Piping Plans do not identify the portion of the lines in question. (Same comment)
c). Your option "A" (replace Sch 40 with Sch 80). If this modification is part of the Pump Suction line the heavier wall thickness will have an impact on the Stress analysis.
d). Your Option "B" (replace Carbon Steel with Stainless Steel). If this modification is part of the Pump Suction line the change in material (rate of expansion) will have an impact on the Stress analysis.
e). I do not believe there is a significant cost difference between Schedule 80 Carbon Steel and Sch 40S Stainless Steel,

_________________
You must want to succeed before you can.


Top
 Profile  
 
Display posts from previous:  Sort by  
Post new topic Reply to topic  [ 5 posts ] 

All times are UTC [ DST ]


Who is online

Users browsing this forum: No registered users and 1 guest


You cannot post new topics in this forum
You cannot reply to topics in this forum
You cannot edit your posts in this forum
You cannot delete your posts in this forum

Jump to:  
cron  
Powered by phpBB © 2000, 2002, 2005, 2007 phpBB Group