Re:

2000-03-01 Thread Alain MORY
Hi, all diallists ! Writing from France (this to please you excusing my under-basic English !:-)), I have the same problem than Alexei Pace : I'm asked to realise a vertical sundial on a circular tower. I don't know exactly (it's a truism !) how to proceed. This sundial will probably be built

GPS and sundialling

2000-03-01 Thread Alain MORY
Hello, sundiallers ! One crazy question isn't enough ! A second one came me in brain (or the thing I use as ;-)) How can a diallist use a GPS receiver to mesure the declination of a wall ? I asked me this question just some minutes before the buing of such an apparatus ! It's very practical

Re: Declination Table

2000-03-01 Thread Arthur Carlson
Daniel Lee Wenger [EMAIL PROTECTED] writes: The reading of standard time via a sundial may be accomplisted by mearly reading the declination of the sun and using an analemma, determining standard time. At no point is the current date needed to do this. Way, way back I explained why I was

Re: Design challenge

2000-03-01 Thread Arthur Carlson
John Davis [EMAIL PROTECTED] writes: I have a question/challenge to all you sundial designers: what is the most accurate design for a Standard Time dial? ... As a starter, the Singleton dial recently discussed here would seem to be a reasonable candidate. It's main limitation, common to

Re: Declination Table

2000-03-01 Thread Daniel Lee Wenger
Art At the solstices there is no ambiguity. The analemma intersects the tropic of cancer and the tropic of capricorn at one point so there is only one value for the EoT. At all other times of the year, except for one instant when the two paths of the analemma cross, there is only the need to

Re: Design challenge

2000-03-01 Thread Daniel Lee Wenger
John My recent postings relate to this question. The leap year is not relavent in the use of an analemma for reading standard time. The leap year is an adjustment to keep the number of rotations of the earth in synch with the revolution about the sun. The reading of standard time using an

Re: Azimuthal sundials - again

2000-03-01 Thread John Carmichael
Hi Steve: Your interpretation of the various dial classifications seems to be correct, although I'm certainly not an expert, as you know! Reading your letter, which was written so clearly, gave me confidence that I had interpreted the discussion correctly. Thanks, John C. Gianni wrote: The

Thumbs up on Singletons!

2000-03-01 Thread John Carmichael
Hello John D. In answer to your challenge, I would pick a Singleton type dial over the Swensen dial because: 1) A Swensen dial can only give accurate times on the hour. For times between the hour you need to guesstimate. 2) A Singleton time line is easier to read since the analemma is

Design challenge

2000-03-01 Thread John Davis
Hi all, I have a question/challenge to all you sundial designers: what is the most accurate design for a Standard Time dial? The reason behind the question is to find a way to stop members of the public looking at a public dial, inspecting their watches, and concluding that dials never tell

Re: Design challenge

2000-03-01 Thread John Shepherd
In reply to John Davis: I have a question/challenge to all you sundial designers: what is the most accurate design for a Standard Time dial? My vote is of course for a dial with the EOT built into the hour lines to give the annalema shapes such as used in the Swensen Sun dial at :

Re: Declination Table

2000-03-01 Thread Luke Coletti
Hello Arthur, While it is true that at a given solar declination one could mistakenly read the wrong side of an analemma it is quite simple to add guide arrows along the analemma to indicate the direction the sun is currently traveling, e.g., with the sun in the winter months the

Re: GPS and sundialling

2000-03-01 Thread T. M. Taudin-Chabot
At 19:36 1-3-00 +0100, you wrote: -Original Message/Oorspronkelijk bericht-- How can a diallist use a GPS receiver to mesure the declination of a wall ? if it is a very long straight wall you can walk along the wall and find out the course of this movement. Then deduct or add 90°