Newsgroup sci.engr.surveying 3167

Directory

Subject: REI Civil Software -- From: sprzy@microage-tb.com (Sean Przy)
Subject: Re: Publishing Scholarly Work on the Web -- opinion anyone? -- From: dking@amphissa.com (David N. King)
Subject: Re: Trimble 4000 SSI GPS unit -- From: Jeff Valine
Subject: Re: First Public release of GEO (coordinate conversion program) -- From: Anton Helm
Subject: Re: Trimble 4000 SSI GPS unit -- From: rawlings@mozart.inet.co.th (Stephen Rawling)
Subject: Re: Surveyors Right to Enter -- From: CNZT72A@prodigy.com (Jack White)
Subject: stadia -- From: hox@nas.com (John or Sonja Hoxeng)
Subject: L.S.I.T. exam -- From: hox@nas.com (John or Sonja Hoxeng)
Subject: Re: Trimble 4000 SSI GPS unit -- From: Paul Kronfield
Subject: Re: stadia -- From: meltonw@aol.com (MeltonW)
Subject: Re: Surveyors Right to Enter -- From: Dave
Subject: Re: stadia -- From: newtona@ix.netcom.com (Newton Wallen)
Subject: Re: Trimble 4000 SSI GPS unit -- From: Louis Mullen
Subject: Re: skunk remedy f/ Cal Surveyor? -- From: texas@basinlink.com
Subject: gis applications -- From: mcontra@aol.com (Mcontra)
Subject: Re: Surveyors ? -- From: mcontra@aol.com (Mcontra)
Subject: Surveying Colleges/Training Program Recomendations -- From: ewk2603@usit.net
Subject: Re: gis applications -- From: "cadastre"
Subject: Re: stadia -- From: Phillip C. Bickford
Subject: Re: L.S.I.T. exam -- From: Phillip C. Bickford
Subject: Re: Surface modelling software? -- From: mark@markland.demon.co.uk (mark johnson)
Subject: Re: Surveyors Right to Enter -- From: cujo@pacbell.net (Rich Maher)
Subject: GIANT -- From: dahman@hp-67.cae.wisc.edu (Nidal Dahman)
Subject: Re: Eagle Point, AutoCAD and You -- From: "Henry C. Francis"

Articles

Subject: REI Civil Software
From: sprzy@microage-tb.com (Sean Przy)
Date: 21 Sep 1996 03:56:35 GMT
Anyone have any experience with REI's surveying and civil software called 
WinCivil?  Anyone recommend a surveying/civil package other than Softdesk?
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Subject: Re: Publishing Scholarly Work on the Web -- opinion anyone?
From: dking@amphissa.com (David N. King)
Date: Sat, 21 Sep 96 07:16:01 GMT
In article <51kk84$a0c@news.esrin.esa.it>, Nick Kew  wrote:
>My original suggestion is to hold *abstracts* online, with the provision
>to hold full papers where appropriate.   Keeping abstracts in an easily-
>searchable website would surely be a valuable service to researchers,
>while referring them to the traditional publishing media for full papers.
This is a terrific idea. It was first implemented three decades ago with the 
MEDLINE system. There are currently several thousand bibliographic databases 
that provide citations and abstracts "pointing" to the printed publications. 
A few hundred are widely available through "vendors" like Dialog. Some of 
them are already migrating to the web. MEDLINE is available on the web thru 
several sites, the best public access being via the National Library of 
Medicine's GratefulMed web-based system. Others are getting there.
>
>My software will index and cross-reference the abstracts,
There are already many systems that do this, but the fact is, 20+ years of 
R&D; has not yet resulted in a machine indexing system that is satisfying. 
Mechanically, you can do it pretty easily; in practical terms, it produces 
marginal intellectual access to conceptual content. But maybe your 
parsing, weighting, and automated Boolean algorithms are better than anyone 
else has conceived yet, and I'd really like to see it, if it is. Have you 
published it? If you have, I'm sure you are aware of the large research 
literature on the problem of machine indexing of scholarly/technical 
literature. If all you are planning to do is parse words from abstracts into 
a database searchable with a typical web search engine query mechanism, 
thanks but I'll pass. 
Of course, that all assumes you have legal right to use the abstracts to 
create a publicly accessible, searchable database and serve up the 
abstracts. Have you discussed this idea with publishers and agreed upon an 
acceptable framework for putting their copyrighted material up on your web 
site? Or were you planning to simply download the abstracts from existing 
databases, capitalizing on the work of those who create and maintain those 
databases? Have you negotiated the legal aspects of that? Or were you 
planning to write and keyboard your own abstracts? That's an option with 
fewer legal hurdles, but it sounds like a lot of work.
>and has the option
>to hold any or all of the full papers online according to publisher choice.
Ah, now we are getting to the present. You are interested in creating a 
digital library! Comparable to a traditional library, only in electronic 
form. Tools for bibliographic control and access (electronic indexes with 
abstracts) to a collection of literature in electronic form, all accessible 
from one electronic "location." Great idea! There is a substantial 
literature on this which I'm sure you are familiar with. ACM devoted a 
special issue to it last year. There is an electronic journal on the subject 
and of course there is a wealth of literature in traditional paper format. 
You can find a bit on the web too. Digital libraries. Great idea!
There are some notable R&D; projects under way. National Science Foundation 
has funded, I think, 9 major R&D; projects to the tune of $25 million at 
major institutions: U of Michigan, Berkeley, Illinois, Stanford, etc. Those 
projects are getting under way. But a couple of projects got an 
earlier start. Perhaps the most impressive to date is the Red Sage project 
at UCSF which is now in its 3rd year. A collaboration between the UCSF 
Library & Center for Knowledge Management, AT&T; Bell Labs, and 20 publishers 
of the biomedical literature. It is pretty small-scale: 70 medical and 
biomedical research journals, including the major titles in clinical 
medicine -- bitmapped images of every printed content page including 
graphics, tables, photos, etc. The electronic journal collection is linked 
to the MEDLINE database with a top-notch forms-based web search interface 
called Medsage. Every UCSF doctor, nurse, researcher, student, etc, with a 
network link or web access has access to the electronic library from their 
office desktop. Pretty slick! Yes, it is fully operational. (Access is 
restricted to UCSF of course. If you are interested, you can find out more 
at http://www.library.ucsf.edu)
Make a wild guesstimate of the size of the database. 70 journals, maybe 1000 
pages per year in each, abstracts and citations, one per article. 3 years in 
the collection. That's, let's see, only 210,000 pages of articles. Not all 
that small when you think about it, but manageable. But of course, there are 
3500 journals in medicine alone. There are around 6 million records in the 
MEDLINE database, most with abstracts. Consider the kind of system required 
to manage and serve that up. How about if we just limit the system to the 
top 500 journals? Maybe 50,000 articles per year. That's only 50,000 
abstracts. Then throw in all the journal pages for those articles. Better 
limit the collection to just the last couple of years, I guess. That's, 
let's see, maybe around 1,000,000 pages of content, plus 100,000 abstracts 
plus a database for searching. But to be a major digital library (a Harvard 
or Illinois or Berkeley), expand that to include all of the quality journals 
in all areas published; a minimum collection would be 50,000 titles out of 
the 200,000+ published worldwide. And they can't limit it to the last year 
or two; the have to meet the research and academic needs of their 
university. I can't add that high.
Consider the mess of irrelevant junk you get trying to search using current 
web-based search engines, and that the web at present has relatively little 
meaningful content. Multiply that by millions of content-rich pages 
annually. This is not something one just does overnight and serves up on 
a little Indy. One needs equipment and technical staff to deal with the 
technology (easy to come by if you can afford it) and needs people 
knowledgeable about conceptual design and construction of complex 
knowledge-based systems (harder to come by) and needs economic models and 
evolutionary development strategies (virtually non-existant).
But the current, more serious obstacles are economic and legal. You might 
want to consider those aspects in developing your system. Do you have any 
publishers signed up yet to participate in your project? Have you figured 
out how you will pay them for the right to provide access to their 
copyrighted publications? And how to cover the costs you incur from them? 
There are very thorny problems involved in this, and the publishers don't 
really know what economic models to work with, what the "marketplace" of 
electronic publishing looks like, or how to price their electronic product 
yet. But you can bet for sure that they are not going to give away their 
product or sit by and watch others distribute it without reimbursing them. 
The long tradition of libraries providing free access to the literature 
disguises the truth: information is not free, it is very expensive.
>
>As others have pointed out, the peer-review process is an important element
>of academic publishing.   I believe web-based collaboration software can
>be used to facilitate this process, providing a forum ("workgroup") whose
>members are a paper's authors together with recognised referees in a
>subject area.   Such papers may have readonly access to the general public
>(or subscribers-only if a publisher prefers) while in the review process,
>thus accelerating the publication cycle.
This idea has been floated by a few people. To date, there has not been a 
mad rush by authors to abandon the established schorlarly publishing 
channels. The realm of print publishing is too closely intertwined with 
academic and professional recognition, grants and funding, careers and 
livelihood. If you give a researcher the choice of publishing in a major 
print journal like "Science" or an IEEE journal, or just tossing their paper 
(their ideas and work -- their intellectual property) out there on the web 
for others to "contribute to" using collaboration software, I don't think 
you'd have a hard time guessing which he would choose. This is a nifty idea 
conceptually and an attractive one technologically. It will be interesting 
to see if it ever catches on. I'd say that chances are very slim in the 
short run, but may be marginally better down the road in a very few 
specialized areas like law and engineering.
>
>The technology is ready: we need only apply it!
I'd say current technology is not yet ready on the scale that is needed, 
although it is getting there. I'd say the current crop of typical web search 
engines and indexing systems are inadequate for current web content and 
completely worthless for anything more substantive. But the web is a very 
solid foundation for growth and improvement, and there will be real progress 
made over the next 5 years.
I think it likely, in the short term, that we'll see print publications 
migrating to the web via digital libraries -- first, university libraries 
subscribing to electronic versions of print journals with access limited to 
their campus (this is already happening per the Red Sage example), then, 
professional societies providing access to the journals they publish to 
their members free and to non-members for a fee (this is beginning now too; 
IEEE journals are going up now for example), and a few publishers testing 
marketing models for publishing on the web (Journal of Biological Chemistry 
and a few others are doing that now). Then we'll see commercial sites run by 
"vendors" of the literature with professional indexing/abstracting linked to 
electronic collections (still a year or two away).
Of course, all of the above is just my personal opinion, and I'd be just as 
glad to be wrong about any of my predictions. :-)
David N. King
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Subject: Re: Trimble 4000 SSI GPS unit
From: Jeff Valine
Date: Fri, 20 Sep 1996 22:40:06 -0700
arun gera wrote:
> 
> I have heard that Trimble SSI is the top of the line in GPS surveying
> equipment. Is this correct?  Is there any real competitor to this unit?
Check out Allen Osborne & Associates
aoa@netcom.com
(805) 495-8420
-- 
Jeff
jvaline@isle.net
http://www.isle.net/~jvaline
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Subject: Re: First Public release of GEO (coordinate conversion program)
From: Anton Helm
Date: Sun, 22 Sep 1996 12:11:21 +0200
Mike Morton wrote:
> 
> Jim Frame wrote:
> >
> > In article <3242DFBD.7715@nt.tuwien.ac.at>,
> >    Anton Helm  wrote:
> >
> > >For MS-DOS users there is also a DJGPP compiled binary geoXXbin.zip
> > >available.
> >
> > When I tried to retrieve the DOS archive, I found that the file
> > permissions are such that I was unable to download.
> >
> 
> Same here.  I was not able to download the files via Netscape.  I
> got the message "Netscape is unable to find the file geo20bin.zip.
> Check file name and try again."
OK folks, that was my fault. Moving around DOS files to UNIX directories
changed the permissions somehow. It's fixed by now.
-rw-r--r--   1 tony     inthft    102520 Sep 20 19:33 geo20bin.zip
-rw-r--r--   1 tony     inthft     73739 Sep 20 19:01 geo20src.tar.Z
-rw-r--r--   1 tony     inthft     39816 Sep 20 19:01 geo20src.tar.gz
-rw-r--r--   1 tony     inthft     56573 Sep 20 18:54 geo20src.zip
Here is the URL again:
ftp://cantor.nt.tuwien.ac.at/tony/geo/
Sorry for all the troubles,
Tony
***************************************************************************
Dipl.-Ing. Anton HELM             *  mailto:tony@nt.tuwien.ac.at
Institut fuer Nachrichtentechnik  * 
http://dictator.nt.tuwien.ac.at/~tony/
und Hochfrequenztechnik           *  http://www.tuwien.ac.at/nthft/
Guszhausstr. 25/389               *  phoneto:+43-1-58801-3520
A-1040 Wien, AUSTRIA              *  faxto:+43-1-5870583
***************************************************************************
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Subject: Re: Trimble 4000 SSI GPS unit
From: rawlings@mozart.inet.co.th (Stephen Rawling)
Date: 22 Sep 1996 10:24:17 GMT
Jeff Valine (jvaline@isle.net) wrote:
| arun gera wrote:
| > 
| > I have heard that Trimble SSI is the top of the line in GPS surveying
| > equipment. Is this correct?  Is there any real competitor to this unit?
| Check out Allen Osborne & Associates
| aoa@netcom.com
| (805) 495-8420
| -- 
| Jeff
| jvaline@isle.net
| http://www.isle.net/~jvaline
May I suggest that Trimble have the best Margeting team in the GPS business.
Oh yes, the 4000 SSE,SSI have a very good battery power management 
system. It would be mean of me not to give credit there!
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Subject: Re: Surveyors Right to Enter
From: CNZT72A@prodigy.com (Jack White)
Date: 22 Sep 1996 14:58:40 GMT
Florida has a statute that grants surveyors and their agents right-to-
entry
and are not liable to arrest for trespassing as long as they do no 
damage
to the property.
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Subject: stadia
From: hox@nas.com (John or Sonja Hoxeng)
Date: 22 Sep 1996 16:43:01 GMT
Is stadia surveying still being done in some areas of the world?  I'd
be surprised if anyone in the U.S. is still using it, but maybe in 
some other countries it is still common.
				Just Curious
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Subject: L.S.I.T. exam
From: hox@nas.com (John or Sonja Hoxeng)
Date: 22 Sep 1996 16:52:42 GMT
Does anyone know if I should expect any GPS related questions on the
L.S.I.T. exam?  Can you recommend a good GPS book for a survey tech.
with no GPS experience?
					Thanks,
					John
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Subject: Re: Trimble 4000 SSI GPS unit
From: Paul Kronfield
Date: Sun, 22 Sep 1996 12:08:25 -0500
Jeff Valine wrote:
> 
> arun gera wrote:
> >
> > I have heard that Trimble SSI is the top of the line in GPS surveying
> > equipment. Is this correct?  Is there any real competitor to this unit?
For the ultimate in GPS sales and service turn to Chris Ransome and
Associates.  http://www.insync.net/~cra
--
Paul Kronfield
Houston, Texas, USA
pk@geoprobe.com
For FREE international and domestic long distance faxing
     see.... http://www.geoprobe.com
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Subject: Re: stadia
From: meltonw@aol.com (MeltonW)
Date: 22 Sep 1996 16:46:07 -0400
>Is stadia surveying still being done in some areas of the world?  I'd
>be surprised if anyone in the U.S. is still using it, but maybe in 
>some other countries it is still common.
     My company (Mine in that I work there, not own!) still does large
topographic surveys with an alidade and plane table. Most non-critical
detail
is located with magnetic compass and stadia.
                                        Mel
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Subject: Re: Surveyors Right to Enter
From: Dave
Date: Sun, 22 Sep 1996 19:11:07 -0700
Kenneth Russell wrote:
> 
> I know that this is not uncommon,
> 
> You are in the field performing a retracement of
> a tract that has several adjoiners;
> 
> You and your crew have to traverse around trees,
> over ditches, through swamps and avoid cattle;
> 
> Your best visibility may not be on the parcel that
> you are surveying, so you set up on adjoining land.
> 
> Suddenly, the owner of the adjoining property appears
> and tells you to get off his land, and that he doesn't
> care if you are only surveying, and have taken care
> not to disturb crops, fences or anything.
> 
> This owner is being real obnoxious (it is no wonder
> that the client has decided to move !).
> 
> Of course IF he is armed, we always leave !
> 
> But my questions are these . . .
> 
> What do other surveyors do ?
> 
> What is the Law regarding this situation:
> 
>         In Indiana, Ohio and Michigan
> 
> and in other States.
> 
> Thanks for your comments and suggestions.
Ken,
West Virginia's State Code (Chapter 61, Article 3B, Section 1, paragraph 8) 
states : 
"Trespass" under this article is the willful and unauthouized entry upon, in 
or under the property of another, but shall not include the following: 
...
(e) Entry where no physical damage is done to property in the performance of 
surveying to ascertain property boundaries, and in the performance of 
necessary work of construction, maintenance and repair of common property 
line fence, or buildings or appurtenances which are immediately adjacent to 
the property line and maintenance of which necessitates entry entry upon the 
adjoining owner's property. (1978, c. 32)
I hope this helps you.
Dave
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Subject: Re: stadia
From: newtona@ix.netcom.com (Newton Wallen)
Date: Sun, 22 Sep 1996 21:04:15 GMT
hox@nas.com (John or Sonja Hoxeng) wrote:
->Is stadia surveying still being done in some areas of the world?  I'd
->be surprised if anyone in the U.S. is still using it, but maybe in 
->some other countries it is still common.
-> 
->				Just Curious
The last time I took a stadia shot or heard the word used was in1976 to locate
creek meanders in West Virginia, I was also using a hand crank Curta Calculator
and a trig function book for comps. We also used a reducing arc for x-sections.
How long has it been since you've seen one of those?
Newton
L.D. Bradley Land Surveyors
http://www.jaxnet.com/~ajohns
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Subject: Re: Trimble 4000 SSI GPS unit
From: Louis Mullen
Date: 22 Sep 1996 21:57:20 GMT
We have used many GPS units in various conditions.  we presently use 
4000SSI and would consider them the best units in their class.
They are reliable and maintainance free.
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Subject: Re: skunk remedy f/ Cal Surveyor?
From: texas@basinlink.com
Date: Mon, 23 Sep 1996 01:40:01 GMT
i have heard from a number of people that tomato juice will defeat the
smell of a skunk
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Subject: gis applications
From: mcontra@aol.com (Mcontra)
Date: 22 Sep 1996 23:05:10 -0400
surveying/engineering firm looking to expand into the world of gis.  how
do we get started?  where to market? we will be using arccad to create gis
for clients.
i need a specific topic to write a paper on linking gis and surveying. 
could anyone give me some suggestions, please?
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Subject: Re: Surveyors ?
From: mcontra@aol.com (Mcontra)
Date: 22 Sep 1996 23:08:31 -0400
anyone out there involved in gis applications as a surveyor?
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Subject: Surveying Colleges/Training Program Recomendations
From: ewk2603@usit.net
Date: Mon, 23 Sep 1996 02:48:07 GMT
I am looking in to training programs in the field of Land Surveying.
I would be very interested in programs in the Southeastern US.  Does
anyone have any suggestions?
Thanks,
Eric Koger
E-mail to ewk2603@usit.net
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Subject: Re: gis applications
From: "cadastre"
Date: 23 Sep 1996 10:23:46 GMT
Greetings
I am a geomatics consultant with professional qualifications as a land
surveyor in two Canadian jurisdictions.  The focus of my consulting
practice is in the domain of cadastral-based land information systems.  I
was involved in the use of GIS for the management of survey frameworks for
a number of years with the Canadian Federal Government.  
Certainly a number of surveying/engineering firms in North America have
been involved at different levels with the implementation of GIS by
providing data collection and data conversion services.  Very few, I
believe, are providing a total GIS service.  That seems to be the domain of
larger multidispline companies.
In my view the most obvious area of GIS support services for the land
surveyor is in the area of boundary and property information sytems
modernization.  In other words, in the re-engineering of surveying and land
registration systems domestically and internationally.
In order to apply GIS to surveying and land registration in the most
effective way, two primary changes in existing systems must be realized;
1. Surveying systems must evolve into true cadastral systems where a common
parcel framework is maintained as a structured measurement-based
multi-purpose cadastre,
2. Land registration systems must be modernized by establishing a digital
title record system that offers the benefits of a Torrens-type land title
system. It would be the fees generated from such a modern land title system
that would pay for the majority of the GIS implementation.
The two systems would then operate as an integrated system and be supported
with modern, orgnanizational structures, procedures, and GIS and DBMS
tools.
Until these concepts are promoted and applied by the land surveying and
legal profession, the application of GIS services for most land surveyors
will be limited to data collection and conversion.  
You may want to consider these two fundamental aspects of applying GIS to
land surveying and land registration in any GIS services you propose to
supply.
Best of luck
-- 
Gord Campbell, OLS, CLS
Cadastral Geomatics International Inc.
http://infoweb.magi.com/~cadastre/
7 Ste-Therese
Hull, Quebec - J9A 2M9
(819) 777-6054   -   Fax  777-6922
cadastre@magi.com   
Mcontra  wrote in article
<524up6$1or@newsbf02.news.aol.com>...
> surveying/engineering firm looking to expand into the world of gis.  how
> do we get started?  where to market? we will be using arccad to create
gis
> for clients.
> i need a specific topic to write a paper on linking gis and surveying. 
> could anyone give me some suggestions, please?
> 
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Subject: Re: stadia
From: Phillip C. Bickford
Date: 23 Sep 1996 13:07:06 GMT
John or Sonja Hoxeng  wrote:
: Is stadia surveying still being done in some areas of the world?
	I recently worked for a firm where stadia was employed for
sounding ponds and small lakes.
	Since the water depth had to be ascertained we used a 25'
fiberglass rod in the boat and a T-1 ashore, recording Horizontal and
Vertical Angles, Stadia Distance, and the depth called out by the boatman.
	We had Total Stations at the time so I'm not sure why we didn't
lash a glass to the top of the rod. Just habit of routine I guess,
although with a large prism the weight at the top of the rod in
combination with the wind on the water may have proved to be to much for
the rods integrity. 
-- 
-----Phil  phlbck@wco.com-----
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Subject: Re: L.S.I.T. exam
From: Phillip C. Bickford
Date: 23 Sep 1996 13:25:20 GMT
John or Sonja Hoxeng  wrote:
: Does anyone know if I should expect any GPS related questions on the
: L.S.I.T. exam?  
It seems to me we had some definition questions in California's LSIT
relating to the elipsoid and geoid.
: Can you recommend a good GPS book for a survey tech.
: with no GPS experience?
No help here, but you could try a Web search for GPS manufacturers.
Good luck on the test!
-- 
-----Phil  phlbck@wco.com-----
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Subject: Re: Surface modelling software?
From: mark@markland.demon.co.uk (mark johnson)
Date: Mon, 23 Sep 96 13:56:58 GMT
In article <51u05l$ula@nuacht.iol.ie>
           discovry@iol.ie "The Discovery Programme Ltd." writes:
> I am chief surveyor with The Discovery Programme, an Irish based 
> Archaeological research company.  Over the past number of years, we have 
> carried out detailed topographic surveys of archaeological monuments 
> throughout the country.  Obviously, we want to be able to portray these 
> sites in the best possible format for easy interpretation.  To date we 
> have been using ArcInfo's TIN module for creating surface models etc.
> 
> What we would like, is a windows based modelling system with similar 
> funtions and faster production.  We have explored the possibility of using 
> Surfer 6.0, but were disappointed by the lack of breakline support.  We 
> would require the following functions: a good range of interpolation 
> functions; the usual contour generation and surface views; surface 
> shading; surface draping, (raster and vector); compatability with AutoCAD 
> r12 .dwg/.dxf; surface profiles; volume calculations and anything else 
> that looks good.
> 
> Any opinions/advice would be welcome.
> 
> Go raibh mile maith agat.
> 
> Barry M. Masterson, MIS
> 
> 
Barry,
I use LSS, 'Land Surveying System' by McCarthy Taylor Partnership.
Its widely recognised in the UK as a superb modelling package. It is capable 
of producing models compatable with Moss, Autocad etc. Volumes and areas
3D views, can produce slides of 3D views, combining them to make walk thru
slide shows. very fast, contouring is immediate. 
The program is DOS based at the moment, but they are about to trial a
windows version.
Not cheap, but well worth looking at
ring UK 01452-864244, Lynn Hudson will sort you a demo.
Regards
-- 
Mark Johnson   Landmark Surveys   Swansea
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Subject: Re: Surveyors Right to Enter
From: cujo@pacbell.net (Rich Maher)
Date: Mon, 23 Sep 1996 14:44:36 GMT
Kenneth Russell  wrote:
>I know that this is not uncommon,
>What do other surveyors do ?
> 
>What is the Law regarding this situation:
> 
>	In Indiana, Ohio and Michigan
> 
>and in other States.
I've never needed the help of law enforcement to assure my right to
trespass. In California we do have some civil code that allows us
right of entry. By showing land owners the text (I carry it with me at
all times) I have never had a problem.
Section 846.5 of the Civil Code and Section 8774 of the Business and
Professions Code (Professional Land Surveyors Act) provide that
persons authorized to practice land surveying have a right of entry
upon or to real property to investigate and utilize boundary evidence
and to perform surveys, and that the owner or tenant who owns or
controls property is responsible to provide access as specified. The
right of entry would not be contingent upon prior notice to the owner
or tenant, but would specify that notice of the proposed time of entry
shall be given to the owner or tenant where practible.
The previous text, plus the exact civil code is printed on a fieldbook
sized card, and is provided by the CLSA. Pretty handy, I must admit.
Take care.
Norris-Repke, Inc.
Survey Manager
-
"Left a RCH .... Tack it!"
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Subject: GIANT
From: dahman@hp-67.cae.wisc.edu (Nidal Dahman)
Date: 23 Sep 1996 15:27:36 GMT
GIANT is a public domain simultaneous bundle adjustment software for a block
of aerial photos.  The software was written by Elassal et al.. for Autometric.
I will really appreciate it if somebody informes me where to find it.
Regards,
Nidal
Keywords: 
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Subject: Re: Eagle Point, AutoCAD and You
From: "Henry C. Francis"
Date: Mon, 23 Sep 1996 13:13:45 -0400
Bryan Bunch wrote:
> 
> I bought Eagle Point about three years back, installed it
> and attempted to use it.
> 
Apparently they have addressed these problems since your experience of 
three years ago.
Also, someone doesn't want me to post this message here and cancelled my 
last post of this same message.  Let's be a little more opened minded.
-- 
Henry C. Francis
Southern Pines, North Carolina
FAX (910) 692-4795
http://www.webbuild.com/~coopfra/
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