Re: [AI-GEOSTATS: Deterministic vs. Stochastic Interpolation Comparison]

2003-09-04 Thread Peter Pinn
Hi Gregoir, Hi Mailinglist !

thank you very much for the information !
I am analysing plants in grassland and I have the problem, that many 
researchers here use linear triangulation in r e g u l a r (20 x 20 metres) 
sampling grids to estimate the population for mapping. Natural Neighbors 
seems to be very similar.

My question now would be what does surfer do, when the edge parts of a 
grsslandfield are cross-validated (as you already mentioned there is NO 
extrapolation) This should result in larger RMSE errors compared to any 
other extrapolation method !?? I am not shure if I can use these 
cross-validation results to compare the efficiacy or performance of a 
interpoolation method in that particular case and in general. (By the way: 
Do you think it is correct to use the best cross-validation results of a 
interoplation method to compre its performance to another method? Is a 
jackknifing nessecary in addition)

Another question I would like to ask you is whether you think that if I 
would have the spatial location of every single plant in an area; Could I 
start comparing sampling schemes and interpolators much better ? Which way 
to do so would you choose ?

I hope you can help me with some of your amazing answers,

Peter


From: Gregoire Dubois <[EMAIL PROTECTED]>
To: "Peter Pinn" <[EMAIL PROTECTED]>, <[EMAIL PROTECTED]>
Subject: Re: [AI-GEOSTATS: Deterministic vs. Stochastic Interpolation 
Comparison]
Date: Tue, 02 Sep 2003 16:23:25 +0200

Peter,

the RMSE is not THE measure of cross-validation... it is only one of the
possible statistics of the errors you can use. Fundamentaly, what you get 
from
cross-validations is a set of estimated values that can be compared to the
input data. Hence, you can use various statistics of the errors (error =
observed - estimated value): the RMSE, the MAE (mean absolute error), the
correlation coefficient between observed values and estimates... you can 
also
focus on the highest values only.

You have to define the criteria that will quantify the "performance" of the
interpolators before doing any cross-validation. The RMSE is probably the
measure that is the most frequently used.
Surfer's (version 8 only) cross-validation function seems to work fine now
(see my posting in the archives about the bug I found a few months ago). 
You
have to update your original version to 8.2.

As you mention, a few deterministic interpolators do not allow 
extrapolations
(estimations outside the boundary defined by the convex hull), but many do
(IDW, polynomes,...).

I don't know what kind of variables you are analysing, but geometrical
interpolators (triangulations, thiessen polygons, nearest neighbours)
are almost never used for estimation purposes in environmental sciences,
unless you have very large data sets.
Gregoire

"Peter Pinn" <[EMAIL PROTECTED]> wrote:

> Hello,
>
> thank you all for the great replies to my questions. This helps very 
much.
>
> I was wondering whether or not there is a way to compare the performance 
of

> deterministic interpolation methods such as Linear Triangulation or 
Natural

> Neighbours to Kriging or IDW !? Is there a measure similar to the RMSE
> resulting from cross-validation ? (e.g. ESRIs Geostatistical Analyst 
does
> not use these methods, whereas SURFER applies a cross-validation that I 
do
> not really believe in !)  I hope I am not totally wrong assuming that
> cross-validation does not really work fine in deterministic methods, 
because

> a extrapolation at edge sampling locations will not be computed...
>
> Thanks again :-)
>
> Peter
>
> _
> Add photos to your e-mail with MSN 8. Get 2 months FREE*.
> http://join.msn.com/?page=features/featuredemail
>
>
> --
> * To post a message to the list, send it to [EMAIL PROTECTED]
> * As a general service to the users, please remember to post a summary 
of
any useful responses to your questions.
> * To unsubscribe, send an email to [EMAIL PROTECTED] with no subject and
"unsubscribe ai-geostats" followed by "end" on the next line in the message
body. DO NOT SEND Subscribe/Unsubscribe requests to the list
> * Support to the list is provided at http://www.ai-geostats.org
>



_
STOP MORE SPAM with the new MSN 8 and get 2 months FREE* 
http://join.msn.com/?page=features/junkmail

--
* To post a message to the list, send it to [EMAIL PROTECTED]
* As a general service to the users, please remember to post a summary of any useful 
responses to your questions.
* To unsubscribe, send an email to [EMAIL PROTECTED] with no subject and "unsubscribe 
ai-geostats" followed by "end" on the next line in the message body. DO NOT SEND 
Subscribe/Unsubscribe requests to the list
* Support to the list is provided at http://www.ai-geostats.org


AI-GEOSTATS: Lag - Distance, Variogram / Semivariogram

2003-09-04 Thread Ursula Manns
Hi there,

can anybody here tell me how to choose the correct (appropriate) lag 
distance for a regular sampling grid for orchids of 5.5 x 20 metres 
(Counting data at a certain quadrate) ? I have problems in variogrphy, 
because lag distances of 5 metres seem to be problematic because of the 
regularity of the sampling grid and the missing values inbetween the 20 
meteres distances. If I choose a 15 metres lag I get a much smoother 
variogram. Choosing a 5 metres lag, the variance values are too high in the 
frist 3 -4 lags.

My second question is what is the difference between a variogram and a 
semivariogram ? Is there any ? Is a correlogram easier to interprete ? I 
found it much easier to deal with values of my diagram between 0 and 1 
rather than having trouble to interprete a particular variance x !!??

Hopefully you can help a newbie.

Ursula:-)

_
MSN Groups & Chat - Freunde finden - leicht gemacht  
http://groups.msn.com/people/

--
* To post a message to the list, send it to [EMAIL PROTECTED]
* As a general service to the users, please remember to post a summary of any useful 
responses to your questions.
* To unsubscribe, send an email to [EMAIL PROTECTED] with no subject and "unsubscribe 
ai-geostats" followed by "end" on the next line in the message body. DO NOT SEND 
Subscribe/Unsubscribe requests to the list
* Support to the list is provided at http://www.ai-geostats.org


AI-GEOSTATS: negative weight

2003-09-04 Thread lfontaine
Hi Mailinglist!!!

I have got some problems with negative weight in my cokriging, they induce
negative grade. Have you got some advice or publication to help me.I hope
you can help me with some of your answers.

Thank

Laure



Laure FONTAINE
Services des Réserves
COGEMA BUM/DT
tél: 33 1 39 26 32 05
Fax: 33 1 39 26 27 31



--
* To post a message to the list, send it to [EMAIL PROTECTED]
* As a general service to the users, please remember to post a summary of any useful 
responses to your questions.
* To unsubscribe, send an email to [EMAIL PROTECTED] with no subject and "unsubscribe 
ai-geostats" followed by "end" on the next line in the message body. DO NOT SEND 
Subscribe/Unsubscribe requests to the list
* Support to the list is provided at http://www.ai-geostats.org


AI-GEOSTATS:

2003-09-04 Thread lfontaine

Laure FONTAINE
Services des Réserves
COGEMA BUM/DT
tél: 33 1 39 26 32 05
Fax: 33 1 39 26 27 31



--
* To post a message to the list, send it to [EMAIL PROTECTED]
* As a general service to the users, please remember to post a summary of any useful 
responses to your questions.
* To unsubscribe, send an email to [EMAIL PROTECTED] with no subject and "unsubscribe 
ai-geostats" followed by "end" on the next line in the message body. DO NOT SEND 
Subscribe/Unsubscribe requests to the list
* Support to the list is provided at http://www.ai-geostats.org


Re: AI-GEOSTATS: Lag - Distance, Variogram / Semivariogram

2003-09-04 Thread Isobel Clark
Ursula

> 5.5 x 20 metres 
> Choosing a 5 metres lag, the variance
> values are too high in the first 3 -4 lags.
This is possibly because you have some competition
effect between orchids.

For a square grid, we usually recommend an interval
20% of the grid spacing, so you don't get diagonals
lumped in with 'straight' directions. This would
suggest that you should try a 1 metre lag, which is
probably overkill. 

The other alternative is to construct directional
semi-variograms and specify the correct lag for each
direction, to see what differences you get.

> My second question is what is the difference between
> a variogram and a semivariogram ? 
As a general rule a "variogram" is a semi-variogram
constructed by someone lax in their terminology. No
software I know calculates the true variogram (twice
the semi-variogram).

The correlogram is simply the semi-variogram upside
down and standardised to vary between -1 and +1. The
disadvantage of this approach (or the covariance
function is that it is difficult to assess the nugget
effect accurately.

You should be concerned about your variance as it
provides essential information about teh variability
of your phenomenon.

Isobel Clark
http://ecosse.ontheweb.com/whatsnew.htm


Want to chat instantly with your online friends?  Get the FREE Yahoo!
Messenger http://mail.messenger.yahoo.co.uk

--
* To post a message to the list, send it to [EMAIL PROTECTED]
* As a general service to the users, please remember to post a summary of any useful 
responses to your questions.
* To unsubscribe, send an email to [EMAIL PROTECTED] with no subject and "unsubscribe 
ai-geostats" followed by "end" on the next line in the message body. DO NOT SEND 
Subscribe/Unsubscribe requests to the list
* Support to the list is provided at http://www.ai-geostats.org


Re: AI-GEOSTATS: negative weight

2003-09-04 Thread Isobel Clark
Laure

You will probably get lots of replies on this and
plenty of references, so I will stick to what I know.
Possible reasons for large negative weights:

(a) samples are too close together with low nugget
effects on the semi-variogram models. This leads to
precision problems in solving the equations for the
kriging and gives unstable results

(b) the nugget effect on your cross semi-variogram is
too low, same problem as (a)

(c) your negative weights are not so large but your
data is (for example) highly skewed. In this case you
may get a fairly small negative weight on a very large
sample value. Your problem here is not negative
weights but the skewness on your data.

Hope this helps
Isobel
http://uk.geocities.com/drisobelclark


Want to chat instantly with your online friends?  Get the FREE Yahoo!
Messenger http://mail.messenger.yahoo.co.uk

--
* To post a message to the list, send it to [EMAIL PROTECTED]
* As a general service to the users, please remember to post a summary of any useful 
responses to your questions.
* To unsubscribe, send an email to [EMAIL PROTECTED] with no subject and "unsubscribe 
ai-geostats" followed by "end" on the next line in the message body. DO NOT SEND 
Subscribe/Unsubscribe requests to the list
* Support to the list is provided at http://www.ai-geostats.org


Re: AI-GEOSTATS: negative weight

2003-09-04 Thread Pierre Goovaerts
Hi Laure,

One of the main culprits for negative cokriging weights
is the ordinary cokriging constraint that the sum of the
secondary weights must be zero. I found that the frequency
and magnitude of negative cokriging weights greatly decreased
when using a single constraint that primary and secondary
data weights must sum to one (referred to as standardized
cokriging in Gslib software). This issue is discussed in my book
and in the following publication:

Goovaerts, P. 1998. Ordinary cokriging revisited.
Mathematical Geology, 30(1): 21-42.

Cheers,

Pierre

<><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><>

Dr. Pierre Goovaerts
President of PGeostat, LLC
Chief Scientist with Biomedware Inc.
710 Ridgemont Lane
Ann Arbor, Michigan, 48103-1535, U.S.A.

E-mail:  [EMAIL PROTECTED]
Phone:   (734) 668-9900
Fax: (734) 668-7788
http://alumni.engin.umich.edu/~goovaert/

<><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><>

On Thu, 4 Sep 2003 [EMAIL PROTECTED] wrote:

> Hi Mailinglist!!!
>
> I have got some problems with negative weight in my cokriging, they induce
> negative grade. Have you got some advice or publication to help me.I hope
> you can help me with some of your answers.
>
> Thank
>
> Laure
>
>
>
> Laure FONTAINE
> Services des Réserves
> COGEMA BUM/DT
> tél: 33 1 39 26 32 05
> Fax: 33 1 39 26 27 31
>
>
>
> --
> * To post a message to the list, send it to [EMAIL PROTECTED]
> * As a general service to the users, please remember to post a summary of any useful 
> responses to your questions.
> * To unsubscribe, send an email to [EMAIL PROTECTED] with no subject and 
> "unsubscribe ai-geostats" followed by "end" on the next line in the message body. DO 
> NOT SEND Subscribe/Unsubscribe requests to the list
> * Support to the list is provided at http://www.ai-geostats.org
>
>


--
* To post a message to the list, send it to [EMAIL PROTECTED]
* As a general service to the users, please remember to post a summary of any useful 
responses to your questions.
* To unsubscribe, send an email to [EMAIL PROTECTED] with no subject and "unsubscribe 
ai-geostats" followed by "end" on the next line in the message body. DO NOT SEND 
Subscribe/Unsubscribe requests to the list
* Support to the list is provided at http://www.ai-geostats.org


Re: AI-GEOSTATS: negative weight

2003-09-04 Thread sebastiano trevisani
Hi!
There is something about negative weights in "geostatistics for natural 
Resources Evaluation" of Pierre Goovaerts. Also in Srivastava's 
"Applied  geostatistics" you can find something of useful.

Sebastiano





At 05:29 PM 9/4/2003 +0200, [EMAIL PROTECTED] wrote:
Hi Mailinglist!!!

I have got some problems with negative weight in my cokriging, they induce
negative grade. Have you got some advice or publication to help me.I hope
you can help me with some of your answers.
Thank

Laure



Laure FONTAINE
Services des Réserves
COGEMA BUM/DT
tél: 33 1 39 26 32 05
Fax: 33 1 39 26 27 31


--
* To post a message to the list, send it to [EMAIL PROTECTED]
* As a general service to the users, please remember to post a summary of 
any useful responses to your questions.
* To unsubscribe, send an email to [EMAIL PROTECTED] with no subject and 
"unsubscribe ai-geostats" followed by "end" on the next line in the 
message body. DO NOT SEND Subscribe/Unsubscribe requests to the list
* Support to the list is provided at http://www.ai-geostats.org


--
* To post a message to the list, send it to [EMAIL PROTECTED]
* As a general service to the users, please remember to post a summary of any useful 
responses to your questions.
* To unsubscribe, send an email to [EMAIL PROTECTED] with no subject and "unsubscribe 
ai-geostats" followed by "end" on the next line in the message body. DO NOT SEND 
Subscribe/Unsubscribe requests to the list
* Support to the list is provided at http://www.ai-geostats.org


AI-GEOSTATS: gstat and anisotropy parameters.

2003-09-04 Thread Nick Hamm

Hi 

I have a set of two dimensional data( measured on a grid).  Initial
analysis strongly suggests that there is directional anisotropy, so I've
been trying to deal with this.

One way I've found is to fit the variogram model by maximum likelihood
(or REML) using geoR.  geoR seems to account for anisotropy by deforming
the locations, according to the anisotropy parameters (direction of
maximum range, and the anisotropy ratio).  Cross--validation suggests
that this performs well, relative to fitting various models to
isotropic sample variogram.

The thing is, I want to use gstat for kriging.  The reason for this is
that I want to do block kriging.  However, gstat seems to account for
anisotropy by adjusting the variogram range according to the anisotropy
parameters.  

So it seems that geoR deforms the coordinates, whereas gstat
"deforms" the variogram

The upshot of this is that, when I use gstat to do punctual kriging
using the parameters estimated in geoR, I get different results to what
I get when I use geoR for kriging.  A possible alternative, is to use
geoR to predict the deformed locations, and then use gstat to do the
kriging WITHOUT specifying the anisotropy parameter.  If I do this then
gstat and geoR give the same results for kriging.  This suggests that
there is no difference in the algorithms used for kriging between the
two packages.  This approach seems to be OK for doing punctual
kriging...  However, I want to do block kriging (square blocks).  The
approach I've adopted for punctual kriging seems to fall over
here.  This is because I would specify the block size (in gstat) in the
deformed coordinate space, whereas I actually want the blocks to be
specified in the original geographic coordinate space.  Am I making
sense?

What a mess!!!  Can any one suggest an alternative, or is this all a bit
silly?

cheers

Nick



--
* To post a message to the list, send it to [EMAIL PROTECTED]
* As a general service to the users, please remember to post a summary of any useful 
responses to your questions.
* To unsubscribe, send an email to [EMAIL PROTECTED] with no subject and "unsubscribe 
ai-geostats" followed by "end" on the next line in the message body. DO NOT SEND 
Subscribe/Unsubscribe requests to the list
* Support to the list is provided at http://www.ai-geostats.org