CP Design for sub sea pipeline with bare welded joints
CP Design for sub sea pipeline with bare welded joints
(OP)
Client does not want to coat welded joints (12-inch width) , but wishes to add extra anode weight and/or reduce spacing based upon higher coating breakdown factor. Is it acceptable practice. I like to know your thoughts.
Which coating breakdown factor should be followed? DNV or ISO?
Which coating breakdown factor should be followed? DNV or ISO?





RE: CP Design for sub sea pipeline with bare welded joints
Steve Jones
Corrosion Management Consultant
http://www.linkedin.com/pub/8/83b/b04
All answers are personal opinions only and are in no way connected with any employer.