The concept of a SSSV is based on historic failure of offshore platforms due to storms and originates from the concept of storm chokes, the idea being that when the platform falls over the sssv or storm choke is set below cratering depth and safe guards the well.
It is only when leak criteria API 14 were defined that the original intend was affected and burn down philosophies got affected by piper Alpha, however the original concept of an SSSV is still applicable.
With regulators getting involved subsea wells were mandates to have sssv's with same leak criteria as for an offshore platform as specified in API 14 set at 15 scf or 400 cc ( oil) per minute that both will generate a flame of 1.5 meter and can be extinghuised by a person wearing proper ppe and a portable fire exthinghuiser. The MMS in GOM was questioned on this in 2004 to confirm this was correct interpretation as there rules quoted 15 CF for the TIF ( tree ISOLation valve on subsea wells, they confirmed they meant 15 scf.
Put your self in the position of a subsea well in 1000 ft of water with a 15scf leak rate at atmospheric pressure then you can imaging that the leak rate at seabed is insignificant, increasing water depth will get to point that the reservoir gradient may become lower then the pressure at seabed as indicated by Alex.
If you have a SSSV failure and you conduct a risk assessment you get to the situation that below a certain water depth 1000 ft plus the likely hood of damaging your last barrier is insignificant and you biggest risk is damage of dropping rig equipment like risers or BOP stags that can damage the well, DNV has got probability calculation tables for this.
This brings you to the point that the risk of doing nothing is lower then the risk of repairing the SSSV , now you can turn this around and argue what is significant affect of having a SSSV on a subsea well if the risk profile is lower then reasonable practical below a certain water depth say for example 3000 ft to give it a good safety margin to protect you against the odd anchor chain or sub marine collision event ( both happened in industry ) at 660 ft water depth in Mediterranean sea in 1980 ties.
The original intend of SSSV of a platform getting damaged is not applicable, also the operating philosophy of SSSV's in a subsea environment is often tied in to the cause and effect logic of the FPSO or platform tied in to , i.e. on ESD 3 ( fire alarm ) inventory is vented and subsea sssv plus tree are closed while really you only need to close the flow wing valve or tree isolation valve possibly just the subsea manifold if check valves are installed between multi subsea well wells and subsea manifold.
This change in operating philosophy has a considerable impact on system reliability and flow assurance i.e. no equalization of equipment less cycling of valves, use flow line packing when FPSO or platform is down and only close wing valve when flow line has reached its maximum pressure etc.
Coming back to original question is that I am convinced that you can based on a risk assessment you can justify to regulator not having a sssv in a subsea well with lower pressure of ambient or below a certain water depth, you could use the number of failures of sssv's in subsea and QRA's done on these as evidence.
I think it will take time for industry to change to accept sssv's are not needed in subsea wells that are below a certain water depth or flow potential as in my view they only increase the lifecycle risk profile while the intend is to reduce risk .
regards Paul
------Original Message------
I am seeking opinions on whether or not it is necessary to install an SCSSV in a sub-hydrostatic subsea well?
In other words, if the barriers are lost at the mud line the sea will flow into the well, not the well into the sea.
I know that this is a bit of an old question and that there have been limited cases where an SCSSV was no installed but I am wondering what criteria people might put around their decision process. Hence the reason for the question being a bit open ended.
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Alex Crabtree
HoustonTX
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