differences between DNV RP E305 and DNV RP F109
differences between DNV RP E305 and DNV RP F109
(OP)
Hello you guys, I would like to know what are the differences between the two recommanded practices of DNV : DNV RP E305 and DNV RP F109.
In fact they both have the same name " on-bottom stability design of submarine pipelines" and I remarqued that DNV RP F109 is an update of the DNV RP E305, but I want to know what's the the new that DNV RP F109 has brough, and why do we still use the two versions of this recommanded practice.
Thank you. :)
In fact they both have the same name " on-bottom stability design of submarine pipelines" and I remarqued that DNV RP F109 is an update of the DNV RP E305, but I want to know what's the the new that DNV RP F109 has brough, and why do we still use the two versions of this recommanded practice.
Thank you. :)
RE: differences between DNV RP E305 and DNV RP F109
NB this text was taken from the 2007 version.
RE: differences between DNV RP E305 and DNV RP F109
then the new version does not totally replace the ancien one