MickMc
Mechanical
- Dec 4, 2003
- 171
Hi,
In a developing project our senior management have taken decision not stipulate interconnecting pipelines between process units to be piggable and as a result of this we are considering no code break between ISBL and OSBL and all will be to ASME B31.3. We will be considering temporary pigging for commissioning purposes and possibly future cleaning and will have barred tee/full bore valve/provision for kicking line and pig trap envelope reserved inside each battery limit.
Our basis is that we have relatively low pressure in Class 150 piping therefore wall thickness will be Standard schedule for mechanical strength which is in excess for calculated under B31.3 & B31.4 and there is no requirement for PWHT by code or service (gasoline)and no requirement for induction bends. Interconnecting pipelines (7km & 6km) will be in existing pipe corridors and aboveground except at road crossing in duct banks and also in some cases overhead bridge crossing at intersecting corridors.
Are there therefore any advantages, economical or not, to using B31.4 for the interconnecting pipelines in this case and I was thinking if any may they be in stress analysis where I believe different yield strengths are used e.g. would it reduce number of expansion loops etc?
Regards.
Mick.
In a developing project our senior management have taken decision not stipulate interconnecting pipelines between process units to be piggable and as a result of this we are considering no code break between ISBL and OSBL and all will be to ASME B31.3. We will be considering temporary pigging for commissioning purposes and possibly future cleaning and will have barred tee/full bore valve/provision for kicking line and pig trap envelope reserved inside each battery limit.
Our basis is that we have relatively low pressure in Class 150 piping therefore wall thickness will be Standard schedule for mechanical strength which is in excess for calculated under B31.3 & B31.4 and there is no requirement for PWHT by code or service (gasoline)and no requirement for induction bends. Interconnecting pipelines (7km & 6km) will be in existing pipe corridors and aboveground except at road crossing in duct banks and also in some cases overhead bridge crossing at intersecting corridors.
Are there therefore any advantages, economical or not, to using B31.4 for the interconnecting pipelines in this case and I was thinking if any may they be in stress analysis where I believe different yield strengths are used e.g. would it reduce number of expansion loops etc?
Regards.
Mick.