Hi,
I have the same case to analyze, but I use CAESAR II 5.2.
I analyze the pipeline that runs from the coast to a platform anchor, in the Riser, thats mean, one part is buried, one on the seabed and another emerges to the platform, the riser.
1.- Can I model, in the same analysis, the buried section and the seabed section, utilize the wave analysis?.
2.- When the riser up to the platform (only 5 meters), are continuing the wave analysis change to wind analysis?
Thanks on advance.