Dear specialist;

What is the best way to model above ground pipelines continuously in contact with soil? Is it by providing supports with short span or by using Buried modeler included in Caesar II.

In case we use Buried Modeler of Caesar II, what will be the Burial depth since the pipe is not burried infact?


Thanx

Please don't "double post". I just answered this question in the other thread. (Sorry for the delay, some of us are away from the office.)