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Subject: Transit Info??? -- From: karen@netcom.com (karen)
Subject: Re: elevation and geodetic system question -- From: "J. Anthony Cavell, PLS"
Subject: Re: Polaris Almanac Data -- From: dosgood@proxima.gsfc.nasa.gov (dosgood)
Subject: Re: autocad dotted font -- From: "Neil Giesbrecht"
Subject: Test - Please Ignore -- From: woman@home.wife
Subject: Re: Polaris Almanac Data -- From: alvarez@nntp.best.com (Richard Alvarez)
Subject: Re: autocad dotted font -- From: bud@netcom.com (Wade Hammond)
Subject: Re: Polaris Almanac Data -- From: stevers@ac.net (S. R. Sheffield)
Subject: Re: elevation and geodetic system question -- From: FRAN WEST
Subject: Re: WANTED--Those who regularly use a Reverse Polish Notation Scientific Calculator -- From: gerhild@fvkma.tu-graz.ac.at (Gerhild Kirchweger)
Subject: WANTED--Those who regularly use a Reverse Polish Notation Scientific Calculator -- From: Altamese Jackenthal
Subject: Anyone Use "Parcel Mapper" from Plus 3 software with ArcView ? -- From: gsri@acca.nmsu.edu (Youngs)

Articles

Subject: Transit Info???
From: karen@netcom.com (karen)
Date: Wed, 08 Jan 1997 08:28:05 GMT
Does anyone know where i might obtain a copy of  either of the
following 2 books:
1.  Surveying      -   by Barry f. Kavanagh
                          or
2.  Surveying    -  by Jack B. Evett
I would appreciate any info on these two books
Thanks
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Subject: Re: elevation and geodetic system question
From: "J. Anthony Cavell, PLS"
Date: Wed, 08 Jan 1997 13:28:39 -0600
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Johan Eertink wrote:
>
> I was wondering whether or not to expect a change in elevation on maps
with
> different geodetic systems (e.g. ED50 vs. WGS84). I know that the
distance
> from the earth surface to the ellipsoid changes, but what about the
> elevation w.r.t. MSL (ANP in the Netherlands)?
>
> I would expect the MSL, and hence the elevation, to be completely
> independent of the geodetic system. Am I correct? Are there any good
sites
> on the web on this subject?
>
> --
>                                           |
>       Johan Eertink                       |
eertink@nlr.nl
>             (These are personal opinions, they do not represent NLR's
view)
Dear Johan:
As you have defined it, elevation would not change because to be
elevation you have chosen MSL (or ANP) which is a (vertical) datum.
--
J. Anthony Cavell, PLS         _______              ______
Vice President                /_____ /   / @ \     /____ /
Navigation Electronics, Inc. /_____ /===(@ % @)===/____ /
200 Toledo Drive            /______/     \ @ /   /_____/
Lafayette, LA 70506                 "G P S m a n"
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Johan Eertink wrote:

> I was wondering whether or not to expect a change in elevation on maps with
> different geodetic systems (e.g. ED50 vs. WGS84). I know that the distance
> from the earth surface to the ellipsoid changes, but what about the
> elevation w.r.t. MSL (ANP in the Netherlands)?

> I would expect the MSL, and hence the elevation, to be completely
> independent of the geodetic system. Am I correct? Are there any good sites
> on the web on this subject?

> --
>                                           |
>       Johan Eertink                       |                    eertink@nlr.nl
>             (These are personal opinions, they do not represent NLR's view)
Dear Johan:
 
As you have defined it, elevation would not change because to be elevation you have chosen MSL (or ANP) which is a (vertical) datum. 
-- 
J. Anthony Cavell, PLS         _______              ______
Vice President                /_____ /   / @ \     /____ /
Navigation Electronics, Inc. /_____ /===(@ % @)===/____ /
200 Toledo Drive            /______/     \ @ /   /_____/
Lafayette, LA 70506                 "G P S m a n"
 
------------281E2D3979780--
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Subject: Re: Polaris Almanac Data
From: dosgood@proxima.gsfc.nasa.gov (dosgood)
Date: 8 Jan 1997 17:34:52 GMT
In article <1996Dec25.121026@axp1>
scottcr@wku.edu writes:
> here could I get almanac data for Polaris so that I can establish a
> north-south line?
There is a short-cut method.  Shoot Polaris at elongation.  If you
observe it for a while (couple of hours)it will have an apparent motion
in a figure eight pattern.  Sight on polais at the upper limit of
motion or the lower limit of motion (top center or bottom center of the
8) and you will be on true north with out having to bother with
almanacs/time calculations.
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Subject: Re: autocad dotted font
From: "Neil Giesbrecht"
Date: 8 Jan 1997 17:43:46 GMT
Dear B,
> I'm looking for a font that will produce the dotted look (sort of a
> screen) for lettering on records of survey for background records
> information calls
A couple of AutoCAD versions ago I wanted a 'ghosted' text to refer to
previous land parcels on a plan. I plotted the text portion to a binary
file by configuring the plotter for ADI with the DXB option. Then I used
the DXBin command to bring the text in to the drawing as individual lines.
The result was sort like 'exploding' the text where you can then change the
texts linetype to dashed or dotted or whatever. This was with version 11 I
believe. The process wasn't too too hard maybe it's easier now (or
impossible).
Hope I could help
Neil
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Subject: Test - Please Ignore
From: woman@home.wife
Date: Tue, 07 Jan 97 20:33:16 GMT
Place some junk here.
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Subject: Re: Polaris Almanac Data
From: alvarez@nntp.best.com (Richard Alvarez)
Date: 9 Jan 1997 04:09:42 GMT
   <>
   Please clarify that.
   <>
   At the upper and lower culminations (upper and lower limits of 
motion), Polaris appears to move horizontally.  Thus the moments of upper 
and lower culmination, hence their azimuths, are not precisely observable 
unless you know your longitude, the time, and some form of RA or hour 
angle information on Polaris.  One saving grace is that for Polaris 
observed from the temperate latitudes, azimuth changes so slowly that 
slight time error may not be ruinous.
   Elongation gives much better azimuth accuracy because Polaris appears 
to move vertically, and therefore its azimuth can be determined 
accurately.  But for that, you need to know your latitude and Polaris's 
declination in order to compute the azimuth at elongation.  And of course 
the sky must be dark at the time of one of the elongations.
                                       Dick Alvarez
                                       alvarez@best.com
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Subject: Re: autocad dotted font
From: bud@netcom.com (Wade Hammond)
Date: Thu, 9 Jan 1997 13:55:35 GMT
I found two fonts on compuserve   dotfont   and dashed.
The dotfont works great with a thick pen color
BPorter (rcboise@micron.net) wrote:
: I'm looking for a font that will produce the dotted look (sort of a
: screen) for lettering on records of survey for background records
: information calls. Can anyone tell me where, or if, that font might be
: available ?
-- 
Wade Hammond
96 CR250
96 XR600
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Subject: Re: Polaris Almanac Data
From: stevers@ac.net (S. R. Sheffield)
Date: Thu, 09 Jan 1997 11:47:18 GMT
dosgood@proxima.gsfc.nasa.gov (dosgood) wrote:
>In article <1996Dec25.121026@axp1>
>scottcr@wku.edu writes:
>> here could I get almanac data for Polaris so that I can establish a
>> north-south line?
>There is a short-cut method.  Shoot Polaris at elongation.  If you
>observe it for a while (couple of hours)it will have an apparent motion
>in a figure eight pattern.
It is not a figure eight but is an ellipse.
>  Sight on polais at the upper limit of
>motion or the lower limit of motion (top center or bottom center of the
>8) and you will be on true north with out having to bother with
>almanacs/time calculations.
srs
Take good advice......  even if it comes from a fool.
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Subject: Re: elevation and geodetic system question
From: FRAN WEST
Date: Thu, 9 Jan 1997 11:13:44 +0000
In article <5avhe5$oup@nlrgup_fddi.nlr.nl>, Johan Eertink
 writes
>I was wondering whether or not to expect a change in elevation on maps with
>different geodetic systems (e.g. ED50 vs. WGS84). I know that the distance
>from the earth surface to the ellipsoid changes, but what about the
>elevation w.r.t. MSL (ANP in the Netherlands)?
>
>I would expect the MSL, and hence the elevation, to be completely
>independent of the geodetic system. Am I correct? Are there any good sites
>on the web on this subject?
>
>--
>                                          |                    
>      Johan Eertink                       |                    eertink@nlr.nl 
>            (These are personal opinions, they do not represent NLR's view)
GEODETIC SYSTEMS ALL CARRY DIFFERENT SHIFT PARAMATERS WITHOUT GOING INTO
TOO MUCH DEPTH. SO YES, YOUR ELLIPSOIDAL HEIGHT WILL CHANGE BY SHIFTING
DATUMS, AS WILL THE DMSL. THE MSL HEIGHT SHOULD REMAIN CONSTANT,
PROVIDING THE SAME GEOIDAL MODEL APPLIES EG.STANAG
-- 
FRAN WEST
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Subject: Re: WANTED--Those who regularly use a Reverse Polish Notation Scientific Calculator
From: gerhild@fvkma.tu-graz.ac.at (Gerhild Kirchweger)
Date: 9 Jan 1997 15:06:09 GMT
Altamese Jackenthal (ajackenthal@ets.org) wrote:
: Educational Testing Service (ETS) is looking for people to evaluate a
: tutorial for a Reverse Polish Notation Scientific Calculator.  ETS will
: pay $20 for an hour of your time.  To participate you must (1) regularly
: use a Reverse Polish Notation Scientific Calculator; and (2) be willing
: to visit ETS's office in Princeton NJ between January 21 and January 31.
: If you qualify and are interested in participating, please contact Jutta
: Levin at 609-734-1275 (jlevin@ets.org) or Jim Fife 609-734-1235
: (jfife@ets.org).
If you pay my travel to Princeton NJ.
I always wanted to make a nice field trip to the United States...
-- 
oo_oo_oo_oo_oo_oo_oo_oo_oo Gerhild Kirchweger oo_oo_oo_oo_oo_oo_oo_oo_oo
|____ Department of Internal Combustion Engines and Thermodynamics ____|
|__ Graz University of Technology/ Austria ___Tel. ++43 316 873 7212___|
oo_oo_oo_o http://fvkma.tu-graz.ac.at/~gerhild/gerhild.html _oo_oo_oo_oo
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Subject: WANTED--Those who regularly use a Reverse Polish Notation Scientific Calculator
From: Altamese Jackenthal
Date: Thu, 09 Jan 1997 09:25:01 -0500
Educational Testing Service (ETS) is looking for people to evaluate a
tutorial for a Reverse Polish Notation Scientific Calculator.  ETS will
pay $20 for an hour of your time.  To participate you must (1) regularly
use a Reverse Polish Notation Scientific Calculator; and (2) be willing
to visit ETS's office in Princeton NJ between January 21 and January 31.
If you qualify and are interested in participating, please contact Jutta
Levin at 609-734-1275 (jlevin@ets.org) or Jim Fife 609-734-1235
(jfife@ets.org).
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Subject: Anyone Use "Parcel Mapper" from Plus 3 software with ArcView ?
From: gsri@acca.nmsu.edu (Youngs)
Date: 8 Jan 1997 15:46:20 GMT
interested in hearing any war stories re: "Parcel mapper"-
an add-on product for use with ArcView from Plus 3 software
(TerraModel)
thanks
Doug Youngs
GeoSpatial REASONING, Inc.
gsri@acca.nmsu.edu
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