MI MapX: CreateArc question

2000-06-20 Thread John Brosowsky

A question for any trig whizmos out there:

The mapx CreateArc functions uses the parameters:

point 1, point 2, angle, distance

But I want to create arcs using more COGO like parametres such as:

arc radius
arc length
chord length
azimuth
arc delta

Any pointers to the relationships between the COGO-like parameters and the
MapX CreateArc function parameters?

Thanks,
John Brosowsky



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MI more on thin clients

2000-03-18 Thread John Brosowsky

Some more info and another questions:

Some from the list have suggested storing the map data locally, and using
the remote server for processing only.  This may me the way to go, but if so
we loose some of the benifits of using thin clients - mainly that we would
still have to maintain a local server at each office.

We've fiddled with network settings, and see that the thin client now out
performs (in timed tests of common functions) both running MI off a PII300
64 MB RAM with data locally on that machine, and running MI of the same PC
with data on our file server.

However, it failed one test - we have a test mb app that draws 5000 points
to the screen and times it.  On one thin client it runs faster than a PC.
Run it on two thin clients at the same time and it runs much slower.  Now
the question:

Is this a processor thing?  We've got dual PIIIs with much RAM in the test
server, and we can boost to quad processors and up the RAM if needed BUT -
can MI make use of additional processors?  There was some discussion on the
list a while back about this - looks like it cannot.  Can anyone clarify how
MI uses (or does not use) multiple processors?  I'm especially interested in
the most current version of MI (5.5 or beta 6?).  I'll let all know what I
find as we continue our testing.

John


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MI on thin clients

2000-03-15 Thread John Brosowsky

Greetings list,

My company is considering moving to a thin client model with a server
residing off site that all of our various Midwest USA branches could access
via fast (DSL or cable modem) connection through an ISP.  We tested this
scenario today by hitting MiPro and map data on a server from thin clients
across a 256K DSL ISP connection.  Results were less than impressive.  The
test server was dual processor PIII 500 MHz with 512 MB RAM.  Connection to
thin clients was over 256K DSL line through an internet service provider.
MapInfo was MI4.5.2.  Anyone have any luck with this type of scenario - any
pointers or suggestions from you network junkies out there?

Thanks
John Brosowsky


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Re: Responses to MI Street Layers for Texas and Florida

1999-12-22 Thread John Brosowsky

Brad,

Our company, GeoComm Corp, does this but I don't think we've hit anything in
Texas or Florida yet.  We build our streets from diff. post processed GPS
steam data from our field vehicles.  We have done counites all over the
midwest - mostly in MN, SD, ND, IA, MO, IL, NE, and KS.

John Brosowsky
[EMAIL PROTECTED]

-Original Message-
From: Brad Mathews [EMAIL PROTECTED]
To: '[EMAIL PROTECTED]' [EMAIL PROTECTED]
Date: Thursday, December 16, 1999 1:11 PM
Subject: Responses to MI Street Layers for Texas and Florida


Thank you all for your responses and suggestions.

As I feared, everyone is using tiger based data with no spatial correction.
Are there any companies other than Etak, Thomas Bros and NavTech that are
creating positionally accurate road base layers? I need something accurate
enough to use for in-car navigation, though that is not my application.

Does anyone know of current or future projects with this goal in mind?

Thank you,
Brad Mathews
Technical Director
VISTAinfo Property Disclosure
a division of VISTA Information Solutions, Inc. (Nasdaq VINF)
(408) 261-6450x206
(408) 261-6454 (fax)


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MI I want a sample .BNA

1999-12-12 Thread John Brosowsky

Anybody got a .bna file lurking around anywhere they can e-mail to me?  I
want to compare to some stuff I've got.

Thanks,

John Brosowsky


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Re: MI Inserting nodes

1999-09-30 Thread John Brosowsky

Try my node_space.mbx - available at mapinfo-l shareware archive.  This will
insert nodes into a polyline object at an interval approximating a user
specified distance.  Its approximate because its optimized to produce even
node spacing.  More about that in the docs that are with it.  I use it to
get better results geocoding - whacky node spacing can lead to poor
geocoding.  Let me know if you have questions.

John Brosowsky



-Original Message-
From: Ian Macey [EMAIL PROTECTED]
To: 'MI List' [EMAIL PROTECTED]
Date: Thursday, September 30, 1999 5:39 AM
Subject: MI Inserting nodes


Is there a way either using MI 5.5 or Vertical Mapper, to select a polyline
and insert nodes say every 4.8 metres along the line?

Many thanks

IAN

---
Ian Macey
Dreweatt Neate

mailto:[EMAIL PROTECTED]
http://www.dreweatt-neate.co.uk
Telephone: 01635 263050
Facsimile: 01635 263090


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MI Routing Algorithms

1999-08-27 Thread John Brosowsky

Any got any pointers to fast routing algorithms?  At this point I'm not
looking for third party add-ons.  I'm looking for a couple pages of text
outlining exact steps required for implementing routing.  I've seen the
algorithm (dykstra's method I believe) in the back of the ArcNETWORK manual
for the ArcInfo extension.  I've implemented it in MB to find it can be
painfully slow (I know, I know, I'll have to handle my routing in some
external low level function to get speed, but hey I just playing).  Anyways,
anybody got any pointers to some basic routing algorithms?  Any good books
out there?

John Brosowsky


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MI MapX and Windows CE

1999-08-13 Thread John Brosowsky

Looks like MI does not support Windows CE for MapX.  But they do not
discourage anyone from trying it either.  Has anybody tried this with any
success?

John Brosowsky

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Re: MI Summary: Need to find an expert on wireless GPS

1999-07-14 Thread John Brosowsky

slight correction -

GeoComm developed a piece of software that can integrate the cellular
location into an E911 network.  The actual angle of arrival location
derrivation hardware was built and patented by KSI Inc. out of Annandale VA
(www.ksix.com).  Our successful E911 integration was accomplished by a
consortium of companies: KSI, Rural Cellular Corporation (RCC), CML
Technologies Inc., Datamaster, and GeoComm.  KSI reports that vehicle
tracking is a possible use for this technology, but this is not anything
GeoComm developed or offers.  Anyone interested in this new technology
should check out KSI's web site.  Also, while the new technology could
reduce the cost of a tracking device to whatever your cell phone costs, the
location derrivation network must already be in place - so there is still a
high cost.  This could work in the future if it becomes standard for cell
sites to be equipped with this type of gear.  GeoComm currently offers
vehicle tracking hardware that can interface to conventional or trunked VHF
or UHF radio networks.  We also have a unit that can connect to a cellular
or PCS phone.

John Brosowsky
GeoComm

Bill wrote:

John Brosowsky [EMAIL PROTECTED] described GeoComm's MapX-based
tracking products (http://www.geo-comm.com/), which include a unit that can
connect to a cellular transceiver, but he points out the main problem with
cellular systems, which is cost. However, GeoComm has just developed new
technology that can locate cell phones without GPS. The new system involves
setting up directional equipemnt on cell towers which can monitor a wireless
phone's service channel and report its location as often as desired. He
reports that the prototype system is accurate to 50 ft, and can work where
GPS can't (like in buildings). It elimintates the cost barrier because the
cell phone doesn't have to make a call to report locations; it just has to
be turned on.

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Re: MI - fitting a straight line to a curve.

1999-07-14 Thread John Brosowsky

Tom,

I've written some MB code to do this, but its bulky and complicated to run.
Someday I'll clean in up and perhaps get it on MapInfo-L.  If your
interested my VERY general algorithm is this:

1.Add evenly spaced nodes to both tables (the table I want to modify,
and my base table) at a small interval - so both tables are heavily noded.

2.  Step through each node in each polyline in the table I'm modifying - and
perform a proximity analysis to nodes in the base table.  Select the closest
base table node found in the prox. search and, if its within a preset
tolerance, snap your modify table node to it.

3. Step through all nodes in all polylines in your modify table and delete
any duplicates.  Run a node thinning program if desired.

We use this program to adjust existing street data (tiger or streetinfo or
whatever) to fit nicely post-processed GPS stream data collected by our
field guys as they are driving and collecting other data.

John Brosowsky
GeoComm Corp.


-Original Message-
From: Tom Manson [EMAIL PROTECTED]
To: [EMAIL PROTECTED] [EMAIL PROTECTED]
Date: Wednesday, July 14, 1999 1:51 PM
Subject: MI - fitting a straight line to a curve.


Dear list,

I have a little query regarding fitting a straight line to an arc
(line with a bend). We extract data from one source, and wish to
overlay it to existing sewer records. However, since some of the
sewers have bends in them, and we only have a start and finish point,
is there any way to 'bend' the imported data to match up with the
original sewer records?

In both sets of data the start and finish coordinates are the same,
if that helps.


Tom

ps  I know it's possible to add nodes and do the job manually, but I
was hoping there may be a quicker way!

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MI - AGIS

1999-01-02 Thread John Brosowsky

I've got some AGIS map files, circa 1990.  I would like to get them into
mapinfo.  Anyone know anything about AGIS or how to translate?

John Brosowsky


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