Indeed, there are a few good reasons why a seastead would benefit from easy seafloor access. I've also long felt that an OTEC column should be a standard structural inclusion in seasteads, there's just no good reason not to. If you're unfamiliar, OTEC is discussed in the latter half of this article I wrote.
Indeed, there are a few good reasons why a seastead would benefit from easy seafloor access. I've also long felt that an OTEC column should be a standard structural inclusion in seasteads, there's just no good reason not to. If you're unfamiliar, OTEC is discussed in the latter half of this article I wrote.
OTEC would require greater depth...like thousands of feet.