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Chuck Bollinger wrote:
otnmbrd wrote:

Chuck Bollinger wrote:

Steve wrote:

Were is vertical clearance measured from (what datum)?

The vertical clearance is measured from 'Mean High Water' in places
with a
single diurnal tide. In the Pacific Northwest, it is measured from
'Mean Higher
High Water' (MHHW).

That's what I remember being taught, and then at some subsequent time
being told that all the charts were going to go to MHHW (or maybe it
was MHW that all of them were going to go to). I don't remember why,
nor have I been able to find a reference on the internet.

Interesting ..... Can you show me where this information comes from? In
looking at CP 7, it list all heights as above MHW, unless otherwise
stated, and the only major change to this I can find is for the Columbia
River, which uses MLLW below Harrington Point, and "Columbia River
Datum", between there and Bonneville Dam.

We're just going out and tomorrow going to Port Ludlow. It will be Monday
evening before I'll be on the internet again. Working on it.


The tide tables provide 'Mean Tide' for each subordinate station, and
'Mean
Range'. You can figure out what MHHW is for a place (within a foot or
so) by
taking 'Mean Tide level' and adding one-half the Mean Tidal Range.
When I do that, I come within a foot of the MHHW given in my 'Tides
and Currents Pro' program, and the error results in a number less
(more safe) than the listed one.


On the right track, but be careful that the meaning of "mean Tide" and
"mean range", given in the program and tables you are using, mean G
what you want. Many define "Mean tide" as "the level half way between
mean high water and mean low water" and "mean range" as "the difference
in height between MHW and MLW" .... see the problem?

Frankly, no. One is a tide level and the other is a range.

But something bothers me about Mean Tidal Level being half way between MHW and
MLW, especially where there are two diurnal highs and lows. Can't put my finger
on it, but that seems like one of those shortcuts that can introduce errors.
Kind of like those situations where computing from the results of a computation
introduces error. Another thing to research.


My particular tide program, gives me MHHW and "Mean Tide". In this case,
I would take the "mean Tide" X 2 and apply it to Zero tide (MLLW) and
use this as MHW .... It should, normally, give a built in safety factor.
At any rate, as I said before, be careful. There are many variables
which can come into play, and you should NEVER push the envelope too
closely.

Hmm. More later on that. Literally have to go.

BTW, I think the program you are using gives MHHW

Yes.


otn


grandma Rosalie