Alifonz
New Member
I've recently passed the YM / CS theory and I have a nagging question that even Tom Cunliffe doesn't answer. When you are calculating appropriate tidal hieghts for an anchorage that is not obviously related to a particular std or secondary port, do you just use the tidal data for the port geographically closest to the given anchorage.......may seem obvious but this is never covered in books or exams and I want to know for sure!