Rhumb line becomes very inaccurate in a few hundred miles.  Great circle is
the most accurate long range navigational tool.


John D. Haynes
Director
Geodata Consultants, Inc.
1-800-838-6661 ex.10
[EMAIL PROTECTED]
www.geodataconsult.com
----- Original Message -----
From: "Declan Troy" <[EMAIL PROTECTED]>
To: <[EMAIL PROTECTED]>
Sent: Wednesday, September 18, 2002 3:12 PM
Subject: Sum: MI-L Taking bearings - terminology


> There were four suggestions for the proper terminology for a line
> projected from a starting point and a bearing; rhumb, strike,
> transect, and vector. It was instructive to look up these terms as
> they generally have multiple uses. I've listed portions dictionary
> entries most applicable to the usage I was looking for below. Given
> that I posed this question because I was unsure of the answer I won't
> arbitrate (although rhumb seems to have the best fit).
>
>
> rhumb: a line or course on a single bearing
>
> strike: the direction of the line of intersections of a horizontal
> plane with an uptilted geological stratum; a distance
>
> transect: a line along which a survey is made
>
> vector: a course or compass direction especially of an airplane
>
> Thanks for the replies,
>
> Declan
>
>
> >Gavin MacLean's query about bearings prompted a flashback to a
> >recent bit of trivia I was curious about. If one has a starting
> >point and a bearing (angle) and plots a line, is there a specific
> >term to describe this line or the line in the following snipit from
> >Gavin's summary?
> >
> >>is probably the easiest solution. To use it you simply draw a line on
the
> >>screen and a dialog box pops up giving you the bearing and distance. The
> >
> >I often hear (and am sometimes guilty myself) such a line referred
> >to as a bearing but this may just be an evolution from the need to
> >draw lines to represent angles.
> >
> >Any cartotrignoentomlinguists out there aware of the proper term for
> >a line generated from a starting point and a bearing?
> >
> >Declan
>
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