Re: AI-GEOSTATS: moving averages and trend

2010-02-02 Thread Pierre Goovaerts
Hello,

Factorial kriging is not very sophisticated, it's just a slight variant of
kriging
that requires the modification of just a few lines of codes.
Anyways, I just posted a program to perform factorial kriging analysis
in the download section of my website. I hope your grid is not too big,

The program filter.exe (FORTRAN source code filter.f) is a modified version
of the Gslib program kt3d.f that allows performing a kriging analysis. Based
on the number of nested structures of the variogram model specified in the
parameter file filter.par, the program will estimate the values of the noise
and noise-filtered signal (1 structure), or the values of the noise, local
and regional components (2 structures). Following Goovaerts (1997, page
167), the regional component includes both the long-range component and the
trend component in order to attenuate the impact of the search window on the
estimation of these long-range spatial components.
The zipped folder includes the executable, the source code, as well as a
sample parameter file for the Jura dataset.

In another paper concerned with noise-filtering of imagery, I run the
program for a single pixel to get the kernel weights and then apply
the same kernel everywhere (since the data geometry does not change except
at the edges of the image).
Goovaerts, P., Jacquez, G.M., and W.A. Marcus. 2005. Geostatistical and
local cluster analysis of high resolution hyperspectral imagery for
detection of anomalies. *Remote Sensing of the Environment*, 95,
351-367.http://home.comcast.net/%7Epgoovaerts/RSE-2005.pdf


Cheers,

Pierre

On Tue, Feb 2, 2010 at 3:39 AM, seba sebastiano.trevis...@libero.it wrote:

  Hi Pierre

 I think that for my task factorial kriging is a little bit
 too much sophisticated (nevertheless, is there any open source or
 free implementation of it ??? I remember that it is implemented in
 Isatis.).

 I have an exhaustive and regularly spaced data set (i.e. a grid) and I need
 to calculate locally the spatial variability of the residual surface or
 better
 I would like to calculate the spatial variability of the high frequency
 component.
 Here I'm lucky because I know exactly what I want to see and what I need to
 filter out.
 In theory, using (overlapping) moving window averages (but here it seems
 better to use some more complex kernel)
 one should be able to filter out the short range variability (characterized
 by an eventual  variogram range within the window size???).
 Seeing the problem from another perspective, in the case of a perfect
 sine wave behavior, I should be able to filter out spatial
 variability components with wave lengths up to the window size.
 But maybe there is something flawed in my reasoningso feedback is
 appreciated!
 Bye
 Sebastiano





 At 16.27 01/02/2010, you wrote:

 well Factorial Kriging Analysis allows you to tailor the filtering weights
 to the spatial patterns in your data. You can use the same filter size but
 different kriging weights depending on whether you want to estimate
 the local or regional scales of variability.

 Pierre

 2010/2/1 seba  sebastiano.trevis...@libero.it
  Hi José
 Thank you for the interesting references. I'm going to give a look!
 Bye
 Sebastiano



 At 15.46 01/02/2010, José M. Blanco Moreno wrote:

 Hello again,
 I am not a mathematician, so I never worried too much on the theoretical
 reasons. You may be able to find some discussion on this subject in Eubank,
 R.L. 1999. Nonparametric Regression and Spline Smoothing, 2a ed. M. Dekker,
 New York.
 You may be also interested on searching information in and related to
 (perhaps citing) this work: Altman, N. 1990. Kernel smoothing of data with
 correlated errors. Journal of the American Statistical Association, 85:
 749-759.

 En/na seba ha escrit:

 Hi José
 Thank you for your reply.
 Effectively I'm trying to figure out the theoretical reasons for their use.
 Bye
 Sebas





 --
 Pierre Goovaerts

 Chief Scientist at BioMedware Inc.
 3526 W Liberty, Suite 100
 Ann Arbor, MI  48103
 Voice: (734) 913-1098 (ext. 202)
 Fax: (734) 913-2201

 Courtesy Associate Professor, University of Florida
 Associate Editor, Mathematical Geosciences
 Geostatistician, Computer Sciences Corporation
 President, PGeostat LLC
 710 Ridgemont Lane
 Ann Arbor, MI 48103
 Voice: (734) 668-9900
 Fax: (734) 668-7788

  http://goovaerts.pierre.googlepages.com/




-- 
Pierre Goovaerts

Chief Scientist at BioMedware Inc.
3526 W Liberty, Suite 100
Ann Arbor, MI  48103
Voice: (734) 913-1098 (ext. 202)
Fax: (734) 913-2201

Courtesy Associate Professor, University of Florida
Associate Editor, Mathematical Geosciences
Geostatistician, Computer Sciences Corporation
President, PGeostat LLC
710 Ridgemont Lane
Ann Arbor, MI 48103
Voice: (734) 668-9900
Fax: (734) 668-7788

http://goovaerts.pierre.googlepages.com/


Re: AI-GEOSTATS: moving averages and trend

2010-02-01 Thread Pierre Goovaerts
Yes you can.
Look at my paper http://home.comcast.net/~pgoovaerts/BIOFERTarticle.pdf
Fig. 14, right column. The EC local component is the nuggt effect component
and the
graph below shows the transect of electrical conductivity values after
filtering
of that microscale component. You can find other examples in the refereed
publication section of my website .

Cheers,

Pierre

On Mon, Feb 1, 2010 at 9:17 PM, M. Nur Heriawan mn_heria...@yahoo.comwrote:

 Goovaerts, regarding the factorial kriging you mentioned below...is it
 possible to filter the micro component (nugget effect) from our spatial
 model? Because the magnitude of nugget effect is related to the magnitude of
 variance error as well.

 Thank you.

 Regards,
 ---
 M. Nur Heriawan
 Earth Resources Exploration Research Group
 Faculty of Mining and Petroleum Engineering
 Institut Teknologi Bandung (ITB)
 Jl. Ganesha 10 Bandung 40132 INDONESIA
 http://www.mining.itb.ac.id/heriawan


  --
 *From:* Pierre Goovaerts goovae...@terraseer.com
 *To:* seba sebastiano.trevis...@libero.it
 *Cc:* José M. Blanco Moreno jmbla...@ub.edu; ai-geostats@jrc.it
 *Sent:* Tue, February 2, 2010 12:27:09 AM
 *Subject:* Re: AI-GEOSTATS: moving averages and trend

 well Factorial Kriging Analysis allows you to tailor the filtering weights
 to the spatial patterns in your data. You can use the same filter size but
 different kriging weights depending on whether you want to estimate
 the local or regional scales of variability.

 Pierre

 2010/2/1 seba sebastiano.trevis...@libero.it

 Hi José
 Thank you for the interesting references. I'm going to give a look!
 Bye
 Sebastiano



 At 15.46 01/02/2010, José M. Blanco Moreno wrote:

 Hello again,
 I am not a mathematician, so I never worried too much on the theoretical
 reasons. You may be able to find some discussion on this subject in Eubank,
 R.L. 1999. Nonparametric Regression and Spline Smoothing, 2a ed. M. Dekker,
 New York.
 You may be also interested on searching information in and related to
 (perhaps citing) this work: Altman, N. 1990. Kernel smoothing of data with
 correlated errors. Journal of the American Statistical Association, 85:
 749-759.

 En/na seba ha escrit:

 Hi José
 Thank you for your reply.
 Effectively I'm trying to figure out the theoretical reasons for their
 use.
 Bye
 Sebas




 --
 Pierre Goovaerts

 Chief Scientist at BioMedware Inc.
 3526 W Liberty, Suite 100
 Ann Arbor, MI  48103
 Voice: (734) 913-1098 (ext. 202)
 Fax: (734) 913-2201

 Courtesy Associate Professor, University of Florida
 Associate Editor, Mathematical Geosciences
 Geostatistician, Computer Sciences Corporation
 President, PGeostat LLC
 710 Ridgemont Lane
 Ann Arbor, MI 48103
 Voice: (734) 668-9900
 Fax: (734) 668-7788

 http://goovaerts.pierre.googlepages.com/




-- 
Pierre Goovaerts

Chief Scientist at BioMedware Inc.
3526 W Liberty, Suite 100
Ann Arbor, MI  48103
Voice: (734) 913-1098 (ext. 202)
Fax: (734) 913-2201

Courtesy Associate Professor, University of Florida
Associate Editor, Mathematical Geosciences
Geostatistician, Computer Sciences Corporation
President, PGeostat LLC
710 Ridgemont Lane
Ann Arbor, MI 48103
Voice: (734) 668-9900
Fax: (734) 668-7788

http://goovaerts.pierre.googlepages.com/


Re: AI-GEOSTATS: (1) Geostatistics in pain

2010-01-06 Thread Pierre Goovaerts
Hello,

Your list is far from complete. I would recommened you take a look
at the following paper
Goovaerts, P. 2009. Geostatistical software. In M.M. Fischer and A. Getis,
editors, *Handbook of Applied Spatial Analysis: Software Tools, Methods and
Applications.* Springer-Verlag, Berlin, Germany, in
press.http://home.comcast.net/%7Epgoovaerts/A7-June.pdf
that is available at
http://sites.google.com/site/goovaertspierre/pierregoovaertswebsite/publications/book-chapters
that provides an overview and comparison of functionalities in a series of
geostat software, most of them listed on ai-geostat website.

Cheers,

Pierre

On Wed, Jan 6, 2010 at 12:08 PM, Younes Fadakar yfa.st...@ymail.com wrote:

 Hi there,

 This is my first message as a test message checking the usage of the
 service, working with ai-geostats mailing list. I have many questions to ask
 you too.
 To start:
 The world of Geostatistics seriously needs a tool to present well to
 novices and professionals. Current availabilities have many of
 disadvantages. Some are too old, others not user-friendly and the rest more
 expensive.
 1- GsLib seems powerful but too old (DOS-command line in 2010!)
 2- WinGsLib is completely confusing despite of logging and automating! no
 direct input and output!!
 3- Variowin is too weak in terms of GUI!
 4- mGstat as a Matlab toolbox written too complex not handy program!
 5- GeoR as an extention for R makes you to work with R such a command-line
 environment! what a development rather than GsLib!!
 6- Isatis is more expensive; for what?!
 7- Gs+ is in pain with weak performance of GUI!
 8- Geoeas is something funny just to remember DOS graphics!
 9- ...
 So obviously a serious request remained for more than 20 years without
 suitable answer!
 Why?


 Younes



  
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 See what's on at the movies in your area. Find out now:
 http://au.movies.yahoo.com/session-times/

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-- 
Pierre Goovaerts

Chief Scientist at BioMedware Inc.
3526 W Liberty, Suite 100
Ann Arbor, MI  48103
Voice: (734) 913-1098 (ext. 202)
Fax: (734) 913-2201

Courtesy Associate Professor, University of Florida
Associate Editor, Mathematical Geosciences
Geostatistician, Computer Sciences Corporation
President, PGeostat LLC
710 Ridgemont Lane
Ann Arbor, MI 48103
Voice: (734) 668-9900
Fax: (734) 668-7788

http://goovaerts.pierre.googlepages.com/


Re: AI-GEOSTATS: Unconditional simulation

2009-11-17 Thread Pierre Goovaerts
well Isobel explained how to go from Gaussian to uniform...

On Tue, Nov 17, 2009 at 1:59 PM, Anatoly Saveliev s...@ksu.ru wrote:

 Pierre Goovaerts :

 For once, I agree with Isobel.
 sGs is the way to go...

 sGs - Gaussian by definition; he wants uniform :-)

 Anatoly Saveliev


 Pierre

 On Tue, Nov 17, 2009 at 6:00 AM, seba sebastiano.trevis...@libero.itmailto:
 sebastiano.trevis...@libero.it wrote:

Hi Nick
One way is to use simulated annealing (see gslib) putting as objective
function your desired variogram and histogram.
(but I guess that by means of some data transformation you can do that
with a simple sequential gaussian simulation approach)
Bye
Sebas

At 10.06 17/11/2009, Nick Hamm wrote:

Dear all

I want to simulate a spatially-correlated random field which
follows a
uniform rather than than Gaussian distribution.  Does anybody
know a
straight-forward way to do this?

Nick
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 --
 Pierre Goovaerts

 Chief Scientist at BioMedware Inc.
 3526 W Liberty, Suite 100
 Ann Arbor, MI  48103
 Voice: (734) 913-1098 (ext. 202)
 Fax: (734) 913-2201

 Courtesy Associate Professor, University of Florida
 Associate Editor, Mathematical Geosciences
 Geostatistician, Computer Sciences Corporation
 President, PGeostat LLC
 710 Ridgemont Lane
 Ann Arbor, MI 48103
 Voice: (734) 668-9900
 Fax: (734) 668-7788

 http://goovaerts.pierre.googlepages.com/





-- 
Pierre Goovaerts

Chief Scientist at BioMedware Inc.
3526 W Liberty, Suite 100
Ann Arbor, MI  48103
Voice: (734) 913-1098 (ext. 202)
Fax: (734) 913-2201

Courtesy Associate Professor, University of Florida
Associate Editor, Mathematical Geosciences
Geostatistician, Computer Sciences Corporation
President, PGeostat LLC
710 Ridgemont Lane
Ann Arbor, MI 48103
Voice: (734) 668-9900
Fax: (734) 668-7788

http://goovaerts.pierre.googlepages.com/


Re: AI-GEOSTATS: Instability in kriging coefficient matrix

2008-08-03 Thread Pierre Goovaerts
Hello,

I suspect that the problem resides in the use of 1 for setting up the
unbiasedness constraints.
In Gslib, the 1's are replaced by a constant that equals the largest value
taken by the variogram
(i.e. sill or pseudo-sill for unbounded models). While rescaling both the
left and
righ-hand sides of the unbiasedness constraint won't change the solution, it
should
make the matrix inversion much more stable.

Pierre

On Sun, Aug 3, 2008 at 12:10 AM, M.J. Abedini [EMAIL PROTECTED] wrote:


 Dear All;

 While conducting ordinary kriging with anisotropic power model, some of the
 entries in kriging coefficient matrix become unexpectly large creating
 problem for its inversion. One possible remedy would be to limit OK with
 moving neighborhood whereby the separation distance is under control. Is
 there any other solution for this problem?

 Thanks
 MJA
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-- 
Pierre Goovaerts

Chief Scientist at BioMedware Inc.
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201

Courtesy Associate Professor, University of Florida
Geostatistician, Computer Sciences Corporation
President, PGeostat LLC
710 Ridgemont Lane
Ann Arbor, MI 48103
Voice: (734) 668-9900
Fax: (734) 668-7788

http://goovaerts.pierre.googlepages.com/


Re: AI-GEOSTATS: Exact interpolant property of kriging

2008-02-19 Thread Pierre Goovaerts
I think that Isobel refers to the implementation of the kriging algorithm in
ESRI
products where the nugget variability is automatically filtered from the
data. Hence,
if your variogram has a non-zero nugget effect, the kriged surface won't
honor the data
at sampled locations.

Pierre

Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC

Office address:
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201
New website: http://goovaerts.pierre.googlepages.com/

On 2/19/08, M.J. Abedini [EMAIL PROTECTED] wrote:


 Dear Colleagues

 I thought exact interpolant property of kriging is very applicable to
 every case regardless of variogram used. But, Isobel's posting  implies it
 is not the case.

 Furthermore, IDW of any types honor exact interpolant property. It can be
 proved mathematically.

 Thanks
 Abedini

 -- Forwarded message --
 Date: Tue, 19 Feb 2008 11:09:44 + (GMT)
 From: Isobel Clark [EMAIL PROTECTED]
 To: Andrea Peruzzi [EMAIL PROTECTED], ai-geostats@jrc.it
 Subject: Re: AI-GEOSTATS: kriging or IDW in case study of hydrology?

 Andrea

In theory kriging will honour the sample values provided your
 semi-variogram model takes the value zero at zero distance.

Whether the data are honoured or not depends on which computer package
 you use and what it does with the semi-variogram at zero. You can force this
 behaviour by replacing any nugget effect with a short range model component.
 For example a spherical component with a range of influence of 10cm or some
 such.

See our completely free and public domain kriging game, for how the
 kriging system works.

By the way, IDW will only honour your sample values if the algorithms
 are written with the same criterion.

Isobel
http://www.kriging.com

 Andrea Peruzzi [EMAIL PROTECTED] wrote:
Dear list,
 I'm graduate student in hydrogeology, I've to spatialize data of
 reservoir thickness, and I need to achieve a map having exactly the
 sampled value in the sampled localization (piezometers). I've little
 experience in geostatatistics.
 I had a look at kriging algorithms, but I did understand that kriging
 does not preserve the sampled value at sampled locations but it tends
 to smooth results, even if estimates correctly the unsampled space. So
 I wonder why should I use Kriging instead IDW (which it should
 preserve my sampled values): kriging respects the spatial variability
 but do not respect data
 As I told you before, I've very small knowledge in geostatistics
 stuff, but I'm interesting in kriging.
 Could anyone help me?
 Thanks a lot,

 Andrea Peruzzi

 PS: I apologize for writing you again but it's the first time I'm
 writing you, then I'm not sure how the mailing list works. Thanks :-)
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RE: AI-GEOSTATS: gslib source code?

2007-02-21 Thread Pierre Goovaerts
All the Gslib source codes + online help menus
+ additional files for cosimulation/accuracy plot can be downloaded
from http://pangea.stanford.edu/ERE/research/scrf/software/
 
Cheers,
 
Pierre
 
Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC
 
Office address: 
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: [EMAIL PROTECTED] on behalf of Samuel Verstraete
Sent: Wed 2/21/2007 3:00 AM
To: ai-geostats@jrc.it
Subject: AI-GEOSTATS: gslib source code?



Hi,

Today i was looking for the source code of gslib and it seems to have
vanished from the stanford website.
AFAIK it used to be available on this url:
http://pangea.stanford.edu/ERE/research/scrf/GSLIB/index.html

Now all i can find is the link to the statios.com website where you
need to register for downloading.

AFAIK, gslib is open-source so source should be freely available?

gr,S.

--
Research group Soil Spatial Inventory Techniques
Dept. Soil Management and Soil Care
Faculty of Bioscience Engineering
Ghent University

Department of Soil Management and Soil Care
Coupure Links 653 - Block B
9000 Ghent - Belgium

Telephone +32(0)9 264.60.42
Fax +32(0)9 264.62.47
E-mail [EMAIL PROTECTED]
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AI-GEOSTATS: RE: Clarification required

2007-02-12 Thread Pierre Goovaerts
This comment relates to the unbiasedness constraints of the cokriging system.
In ordinary cokriging, the sum of the secondary data weights is forced to
be equal to zero, hence if only secondary data are used in the estimation
(i.e. if no data for the variable of interest or primary variable are found in 
the
search window) the estimator has an expected value of zero and so will lead
to a biased estimation... In the case of simple cokriging, if no primary data 
are found
in the search window, a weight of one is assigned to the global mean of the 
primary 
variable which is added to the weighted sum of secondary data. 
 
Hope it helps
 
Pierre
 
 
Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC
 
Office address: 
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 

 

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RE: AI-GEOSTATS: Rank-order geostats

2007-02-12 Thread Pierre Goovaerts
Hi Mark,
 
This technique is also known as uniform score transform and has been introduced 
in 1984
by Sullivan as part of probability kriging (e.g. see my book page 301). Like 
the normal score 
transform, it amounts at replacing original observations by the corresponding 
quantiles of a 
target distribution (e.g. uniform or standard normal distribution). You may 
want to check
the following references that discuss the applications of the rank-order 
transform and its
back-transform. 
 
Journel, A.G. and Deutsch, C.V., Rank Order Geostatistics: A Proposal for a 
Unique Coding and Common Processing of Diverse Data, Geostatistics Wollongong 
'96, Vol 1, Baafi and Schofield, editors, Kluwer Academic Publishers, September 
1996, pp 174-187. 
 
Bourgault, G. et al. 1997. Geostatistical Analysis of a soil salinity data set. 
Adv. Agronomy 58, 241-292.
http://www.ars.usda.gov/SP2UserFiles/Place/53102000/pdf_pubs/P1410.pdf 
http://www.ars.usda.gov/SP2UserFiles/Place/53102000/pdf_pubs/P1410.pdf 
 
If you do not want the standardized ranks to be valued 0 or 1, just use the 
transform rank/n-0.5/n
instead of rank/n+1.. For large n, it shouldn't make a lot of differences..
 
The back-transform is always the critical point. You have the same problem when 
conducting multiGaussian
kriging: the normal score back-transform of the kriging estimate obtained in 
the normal space will lead
to a biased estimation in the original space... You can back-transform any 
quantile of the distribution though, 
that is the normal score back-transform of the median will still be the median 
in the original space.
I have 2 comments:
 
1. The equation [21] given in Juang et al. paper applies only to simple 
lognormal kriging.
For ordinary lognormal kriging, the Lagrange parameter must also be part of the 
back-transform,
see Eq. (6) in Saito, H. and P. Goovaerts. 2000. Geostatistical interpolation 
of positively skewed and 
censored data in a dioxin contaminated site. Environmental Science  
Technology, vol.34, No.19: 4228-4235. 
 
2. As mentioned in Journel  Deutsch's paper, the estimates back-transformed 
according to the middle-point 
model are only median-unbiased. The idea is that the kriged rank is an estimate 
of the rank of the unknown
original value, hence you simply compute the value with the same rank in the 
original distribution. 
Personally I would use the method described for the normal score back-transform 
in Saito and Goovaerts 
(2000): you compute the 100 percentiles of the local uniform distribution of 
probability in the transformed 
space, then back-transform those 100 percentiles and use their arithmetical 
average as an estimate 
of the mean of the local distributions in the original space.
 
Cheers,
 
Pierre
 
 
Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC
 
Office address: 
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: [EMAIL PROTECTED] on behalf of Mark Dowdall
Sent: Mon 2/12/2007 5:13 AM
To: ai-geostats@jrc.it
Subject: AI-GEOSTATS: Rank-order geostats



Hello

I have a VERY skewed data set that fails tests for normality and log
normality. Variograms are OK for th elower percentiles of the set but as
one goes above the median the variograms get quite poor. And that is
causing me a bit of a headache for Indicator kriging.

I came across a paper by Juang et al (J. Environ. Qual. 2001,
30:894-903) that discussed the use of Rank-order geostats for highly
skewed data and had my interest peked.

I transformed the data by ranking them, then dividing each rank
transformed data point by the total number of data points. And the
variogram (omni directional, all data) looked exceptionally well.
Enthused, I began reading and searching the archive on ai-geostats but
have some questions.

1. Is rank order (as in rank/number of samples) geostatistics known by
some other name as there doesnt seem to be too much out there bar a
couple of papers?

2. Is n-score geostatistics the same thing?

3. Some people seem to say the rank should be divided by N+1 and others
N. Which should it be or have I misunderstood?

4. Juang discusses back transforming the data using a middle point
model. I cannot understand how he has acheived this. Has anyone any
experience in back transforming the estimates to concentrations? I
remember problems I had before with log transformed estimates and
whether or not to add half the kriging variance to the back
transformation value and would rather not fall into the same kind of
problem.

If any one has any info on rank order geostatistics and particularly
back transforming, I would be very grateful.

Thanks in advance

M dowdall

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RE: AI-GEOSTATS: Categorical Indicator Simulation with Random Results

2006-09-14 Thread Pierre Goovaerts
Hi Kim,
 
You should expect that the simulated categorical maps are less smooth
than the maps of probabilities of occurrence generated by indicator kriging.
Nevertheless, the simulated maps should honor the data at sampled locations.
You might be doing something wrong, but hard to tell until we have a look
at the parameter file.
 
Pierre
 
Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC
 
Office address: 
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: [EMAIL PROTECTED] on behalf of Kimberly D. Gordon
Sent: Wed 9/13/2006 2:46 PM
To: ai-geostats@jrc.it
Subject: AI-GEOSTATS: Categorical Indicator Simulation with Random Results



Hello to all!

I'm having some difficulty with indicator simulation with GSLib's SISIM.
I have three categorical variables (based on rock type) that I have
kriged to a grid using IK3D.  The variograms for the data are
surprisingly well behaved considering that this is real data.  The
kriged results honor the data and show a relatively stratified system
(what I expected...).  However, when I plug the same input into SISIM, I
get seemingly random results and the data is not honored for all of the
multiple realizations.  I'm not using soft data or Markov chains...What
am I doing wrong?

Any suggestions are greatly appreciated!
Kim

Kimberly Gordon
INTERA Incorporated
9111 A Research Blvd.
Austin, TX 78758


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RE: AI-GEOSTATS: Factorial kriging and backtransformation

2006-08-31 Thread Pierre Goovaerts
Hi Gregoire,
 
Spatial components or regionalized factors are mathematical constructs
that might help interpreting complex spatial patterns and investigate
scale-dependent correlations between physical attributes.
I wouldn't try to assign a physical meaning to the value of those
components or factors, hence I never bother attempting to backtransform them.
 
Hope it helps,
 
Pierre
 
Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC
 
Office address: 
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: [EMAIL PROTECTED] on behalf of Gregoire Dubois
Sent: Wed 8/30/2006 6:02 AM
To: ai-geostats@jrc.it
Subject: AI-GEOSTATS: Factorial kriging and backtransformation



Dear list, 

I was wondering how senior geostatisticians are dealing with back-transform 
issues of different factors (or components to be fully correct) obtained by 
applying factorial kriging to a transformed data set (e.g. log or nscore). 

Thank you for any hint on this matter. 

Kind regards, 

Gregoire 

__ 
Gregoire Dubois (Ph.D.) 

European Commission (EC) 
Joint Research Centre Directorate (DG JRC) 
WWW: http://www.ai-geostats.org http://www.ai-geostats.org  

The views expressed are purely those of the writer and may not in any 
circumstances be regarded as stating an official position of the European 
Commission.



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RE: AI-GEOSTATS: Coregionalization2

2006-08-24 Thread Pierre Goovaerts
Hi Gonzalo,
 
There have been a couple of papers and associated computer codes published
in Computers and geosciences:
 
Morisette, J. T., An Example Using SAS to Fit the Model of Coregionalization, 
Computers and Geoscience, v. 23, n. 3, pp. 317-323, 1997. 

Pardo-Igúzquiza, E. and Dowd, P. A. 2002. FACOTR2D: a computer program for 
factorial cokriging. Comput. Geosci. 28, 8 (Oct. 2002), 857-873. DOI= 
http://dx.doi.org/10.1016/S0098-3004(02)3-1 
http://dx.doi.org/10.1016/S0098-3004(02)3-1  

Pierre

 
Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC
 
Office address: 
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: [EMAIL PROTECTED] on behalf of [EMAIL PROTECTED]
Sent: Thu 8/24/2006 8:36 AM
To: ai-geostats@jrc.it
Subject: AI-GEOSTATS: Coregionalization2



Hello

I would like to enclose more my question, after some of your replies, becasue
my question was very broad.

I am interested in a program for fitting a linear model of corregionalization
for soil physical and chemical properties data.

If some of you can give me some advices i woul be very please

thank you very much

Gonzalo

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RE: AI-GEOSTATS: validation of Simulation

2006-07-25 Thread Pierre Goovaerts
Hi Stefano,
 
First, I am not sure that stochastic simulation is necessary in your case
since you seem to be only interested in what I would call a measure
of local (or location-specific) uncertainty. MultiGaussian kriging would in 
theory
give you exactly the same results at less computational cost...of course
these days kriging doesn't look as sexy as simulation...
 
To validate the results, I would use the concept of accuracy plot introduced
by Clayton Deutch. This concept and others are explained in the paper:
Goovaerts, P. 2001. Geostatistical modelling of uncertainty in soil science. 
Geoderma, 103: 3-26. http://www.terraseer.com/training/geostats/geoder01.pdf  
that you can download from my webpage. 
Of course, you might also want to check the reproduction of target statistics,
such as histogram and variogram, but again it seems that in your
case your focus is on these probabilities of exceeding a particular threshold.
I discuss these issues in another publication:
Goovaerts, P. 2006. Geostatistical modeling of the spaces of local, spatial 
and response uncertainty for continuous petrophysical properties. Chapter in 
book Stochastic Modeling II published by the American Association of Petroleum 
Geologists... and I could send you a copy if you are interested...
 
An executable to compute the accuracy plot can be downloaded from:
http://ekofisk.stanford.edu/SCRFweb/GSLIB/added.html
 
Cheers,
 
Pierre 
 
Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC
 
Office address: 
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: [EMAIL PROTECTED] on behalf of Stefano Pegoretti
Sent: Tue 7/25/2006 10:38 AM
To: ai-geostats@jrc.it
Subject: AI-GEOSTATS: validation of Simulation



Hallo!
  I'm a Ph.D. students who works with Indoor Radon Data, and it's the
first time I join this list. I've a question for you: after
post-processing several Sequential Gaussian Simulation to obtain a
probability map of exceeding a given threshold, can someone suggests
me a clever way to validate the results? (of course, I've a
second dataset of measurements to use in this part of the work ;
variography and sgs do not know this data...)

  Thanks a lot and best regards,

stefano
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RE: AI-GEOSTATS: geostatistical simulation questions

2006-07-25 Thread Pierre Goovaerts
Hi Thomas,
 
I am assuming that you transform your data before conducting
your (sequential?) Gaussian simulation. In this case, the backtransform
would yield only positive values, assuming of course that like S-GeMS Gstat
asks the user to specify the minimum and maximum of the target histogram.
 
Regards,
 
Pierre
 
Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC
 
Office address: 
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: [EMAIL PROTECTED] on behalf of Thomas Adams
Sent: Tue 7/25/2006 2:40 PM
To: ai-geostats@jrc.it
Subject: AI-GEOSTATS: geostatistical simulation questions



List:

I am interested in doing some geostatistical simulations using GSTAT and
have some theoretical questions.

I am attempting to model hourly rainfall accumulations over a large
region, so there will almost always be zero rainfall somewhere. I can
generate random fields of precipitation, using both conditional and
unconditional simulations using GSTAT. However, I get negative values as
well as (mostly) positive values. The simulated fields otherwise look
very reasonable. The data I used (and must use) to estimate my variogram
has zero values where no rainfall occurs. What does this suggest to you?
I am using gaussian simulation.

I have seen some references to more exotic geostatistcal simulation
methods using bayesian or some other methods. Is this what I need?

 From reading the literature, I have seen that some researchers have
successfully used indicator kriging and simulation. With GSTAT I can
successfully do simulations using 'method : is' rather than 'method :
gs',  how using GSTAT do I model a continuous (non-binary) variable
using the GSTAT syntax?

Regards to all,
Tom

--
Thomas E Adams
National Weather Service
Ohio River Forecast Center
1901 South State Route 134
Wilmington, OH 45177

EMAIL:  [EMAIL PROTECTED]

VOICE:  937-383-0528
FAX:937-383-0033

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RE: AI-GEOSTATS: KWBP Test Program

2006-07-22 Thread Pierre Goovaerts
Dear Raimon,
 
If the data are not spatially correlated, your variogram will be modeled as a 
pure
nugget effect and all observations will receive the same weights in your block 
kriging
estimation. If you perform a global block kriging (i.e. use of a single search 
window), your
estimate will then be the arithmetical average of your observations and the 
standard
error will be provided by the kriging standard deviation.
 
Cheers,
 
Pierre
 
Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC
 
Office address: 
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: [EMAIL PROTECTED] on behalf of Raimon Tolosana
Sent: Sat 7/22/2006 1:30 PM
To: ai-geostats@jrc.it
Subject: Re: AI-GEOSTATS: KWBP Test Program



Dear list,

this situation posed by Mr.Merks, in which spatial dependence is not
strong enough as to be useful for geostatiscs, might be rather common.
I'd like to ask to the list, what kind of estimation of reserves should
be done in this case? In the absence of spatial dependence, classical
statistics should apply: therefore, shall we estimate the mean value of
ore content in the deposit by the arithmetic mean of the samples? And
attach an error to it, in the fashion of the standard error of the mean
(something like the variance of the sample divided by number of data
used)? Or did I grossly misunderstand something in the discussion, with
so much bogus-hocus-pocus and 5-line sentences?

thanks for the patience
Raimon Tolosana

En/na JW ha escrit:

 Hello Readers,

 

 More talk and not test. I want to know what the KWBP methodology does
 with the Bre-X data. Is that too much to ask?

 

 Kind regards,

 Jan W Merks

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RE: AI-GEOSTATS: Re: generalize kriging variance to average-basedestimators different than

2006-07-15 Thread Pierre Goovaerts
Hi Oriol,
 
It is not clear what you want to do with the kriging variance you obtain...
Probably you want to quantify the degree of reliability of the allocation 
of a particular location to a given facies. This could be measured by the 
variance
or entropy of the distribution of probabilities of occurrence of facies at that
location, see my book page 354. This probability distribution is easily computed
by indicator kriging or you can use truncated Gaussian simulation if there is
any physical ordering of your facies.
 
For your last question, look at Journel and Huijbregts Mining Geostatistics
page 451 for the smoothing relations that link the average kriging variance 
to the
variance of observations and the variance of kriging estimates.
 
Pierre
 
Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC
 
Office address: 
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: [EMAIL PROTECTED] on behalf of Oriol Falivene
Sent: Sat 7/15/2006 7:28 AM
To: [EMAIL PROTECTED]; [EMAIL PROTECTED]; [EMAIL PROTECTED]; ai-geostats@jrc.it
Subject: Re: AI-GEOSTATS: Re: generalize kriging variance to 
average-basedestimators different than


Hi all!. 

Isobel, Jan and Adrian, thank you for your useful suggestions. 

I have been studying the information you suggested me to read. Please, correct 
me if I am wrong: 
It is possible to compute the estimation variance for any weighted average 
estimator. But in order to do this we need to know the semivariogram of the 
property. 

More things regarding estimation variance: 

Actually, I am working in the interpolation/estimation of categorical 
properties (i.e. facies). Categorical properties take discrete values which do 
not need to follow any ordering (i.e. from category A to category C a 
transitional step with category B may not exist). 

1) A possible manner of generating interpolation maps of this type of 
properties would follow this procedure: 1st)  Order categories (this can be 
difficult to justify in some cases). 2nd) Transform the orderd categorical 
property into a continuous property by assigning a numerical value to each 
category. 3rd) Interpolate the numerical values of the continuous property. 4) 
Truncate the results of the interpolation of the continuous property with a 
number of thresholds equals to the number of categories minus one (the 
thresholds should be located between the assigned values), to get the 
interpolated categorical properties (or facies map). 

The estimation variance (or kriging variance) refers to the results of the 
continuous property interpolation (3rd step) and not to the categorical 
property obtained after truncating the continuous property (4th step). And 
therefore I do not know if it would be correct to assign this estimation 
variance to the estimation variance of the categorical property results 
(probably not), any idea on that? 

2) Another option for generating interpolation maps of categorical properties 
is indicator kriging for categorical variables. The following procedure is 
used: 1st) The categorical property is transformes into n new properties (one 
for each category) according to the indicator transform for categorical 
variables, the value of each new property corresponds to the probability of 
finding the related category (or facies) at a given position. 2nd) Each new 
property is interpolated over all the grid and the results correspond to the 
probabilities for each category to be present in a location. 3rd) In each grid 
cell the category with the highest probability is chosen to obtain the 
interpolated categorical properties (or facies map). 

In this case we have a number of estimation variances related to occurrence 
probability at each point (one for each category). It is intuitive to chose the 
one of the selected category, but again I am not sure of how this variances, 
which are originally related to probability of occurrence, can be transported 
into variances of the categorical property, any idea on that? 

And one more question: 
I would like to know if there is any relationship between kriging estimation 
variance and the variance of the actual kriging estimates, any idea? 

Thanks a lot! 
  

Oriol Falivene 
  
  

Isobel Clark wrote: 

Oriol Download for free, my old book Practical Geostatistics. Chapter 4 
tells you all about calculating the variance for any weighted average 
estimator. Follow links from http://www.kriging.com Isobel 

Oriol Falivene [EMAIL PROTECTED] wrote: 

Dear Colleagues, 

I'm a PhD student working on interpolation of categorical 
variables 
(like facies). 

I would like to know if it's possible to generalize the kriging 
variance 

to other average-based estimators different than

RE: [Fwd: Re: AI-GEOSTATS: Re: generalize kriging variance toaverage-basedestimators different than]

2006-07-15 Thread Pierre Goovaerts
Hello,
 
If you want to quantify the smoothness of an interpolated map of facies,
you should use measure of spatial connectivity. For example, the indicator
semivariogram provides information on the probability of transitioning
from one facies to another, as a function of the separation distance.
Superimposing the variograms computed from different interpolated maps 
would allow a quick visual comparison of the degree of smoothness of the
different maps.
 
Pierre
 
Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC
 
Office address: 
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: [EMAIL PROTECTED] on behalf of Oriol Falivene
Sent: Sat 7/15/2006 10:07 AM
To: ai-geostats@jrc.it
Subject: [Fwd: Re: AI-GEOSTATS: Re: generalize kriging variance 
toaverage-basedestimators different than]






Hi Dr Goovaerts,

 It is not clear what you want to do with the kriging variance you obtain...
 Probably you want to quantify the degree of reliability of the allocation
 of a particular location to a given facies. This could be measured by the 
 variance
 or entropy of the distribution of probabilities of occurrence of facies at 
 that
 location, see my book page 354. This probability distribution is easily 
 computed
 by indicator kriging or you can use truncated Gaussian simulation if there is
 any physical ordering of your facies.

I'm trying to get a measure of the smoothing effect related to a
particular algorithm (truncated kriging, truncated inverse square
distance, indicator kriging,...) and a particular algorithm set up
(searching conditions or number of neighbours used to obtain each facies
estimate), applied to interpolate facies distribution in a dense coal
mine dataset.

A good measure would be the variance of the estimated property, but
since I am working with a categorical property (i.e. facies), it is not
direct to get this variance (one must assume a certain facies ordering
and attribute values to facies, and I'm not sure which would be the
effect of this assumptions int the variance of measures). And therefore
I was looking for other options like kriging estimation variance.


 For your last question, look at Journel and Huijbregts Mining Geostatistics
 page 451 for the smoothing relations that link the average kriging variance 
 to the
 variance of observations and the variance of kriging estimates.

thank you, I will take a look to this.

Oriol
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RE: [Fwd: Re: AI-GEOSTATS: Re: generalize kriging variancetoaverage-basedestimators different than]

2006-07-15 Thread Pierre Goovaerts
To account for the proportion p of the facies, just rescale the
semivariogram by the quantity p(1-p).. hence the different
semivariograms should be comparable. 
The fact that the dominant facies tends to be over-represented in the
interpolated map is well-known and frequent when using a maximum likelihood
classification, see
*   Goovaerts, P. 1996. Stochastic simulation of categorical variables 
using a classification algorithm and simulated annealing. Mathematical Geology, 
28(7): 909-921. 

*   Goovaerts, P. and A.G. Journel. 1996. Accounting for local 
probabilities in stochastic modeling of facies data. SPE Journal, 1(1): 21-29. 

If you want to avoid the smoothing effect and reproduce target proportions
for the different facies, you may want to use stochastic simulation
as described in the aforementioned papers.
 
Pierre
 
Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC
 
Office address: 
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: Oriol Falivene [mailto:[EMAIL PROTECTED]
Sent: Sat 7/15/2006 10:45 AM
To: Pierre Goovaerts; ai-geostats@jrc.it
Subject: Re: [Fwd: Re: AI-GEOSTATS: Re: generalize kriging 
variancetoaverage-basedestimators different than]



Thank you,

I will try with the variograms as you suggested, however as the proportions of 
each facies are different in the different maps to compare (because of the 
smoothing), also the
sills of the indicator variograms will be different making the comparision 
non-straightforward.

And what about using the proportions of each facies, this seams even more 
simpler measure of smoothing to me than computing the indicator variograms. For 
example; as the
smoothing increases, the proportions of the dominant facies also increase from 
that of the original hard data, and the more smoothing the largest the 
increase. Do you think
that computing the proportion of the dominant facies would be of any 
statistical sense in order to quantify the smoothing effect?

Thanks again

Oriol




Pierre Goovaerts wrote:

 Hello,

 If you want to quantify the smoothness of an interpolated map of facies,
 you should use measure of spatial connectivity. For example, the indicator
 semivariogram provides information on the probability of transitioning
 from one facies to another, as a function of the separation distance.
 Superimposing the variograms computed from different interpolated maps
 would allow a quick visual comparison of the degree of smoothness of the
 different maps.

 Pierre

 Pierre Goovaerts
 Chief Scientist at BioMedware Inc.
 Courtesy Associate Professor, University of Florida
 President of PGeostat LLC

 Office address:
 516 North State Street
 Ann Arbor, MI 48104
 Voice: (734) 913-1098 (ext. 8)
 Fax: (734) 913-2201
 http://home.comcast.net/~goovaerts/

 

 From: [EMAIL PROTECTED] on behalf of Oriol Falivene
 Sent: Sat 7/15/2006 10:07 AM
 To: ai-geostats@jrc.it
 Subject: [Fwd: Re: AI-GEOSTATS: Re: generalize kriging variance 
 toaverage-basedestimators different than]

 Hi Dr Goovaerts,

  It is not clear what you want to do with the kriging variance you obtain...
  Probably you want to quantify the degree of reliability of the allocation
  of a particular location to a given facies. This could be measured by the 
  variance
  or entropy of the distribution of probabilities of occurrence of facies at 
  that
  location, see my book page 354. This probability distribution is easily 
  computed
  by indicator kriging or you can use truncated Gaussian simulation if there 
  is
  any physical ordering of your facies.

 I'm trying to get a measure of the smoothing effect related to a
 particular algorithm (truncated kriging, truncated inverse square
 distance, indicator kriging,...) and a particular algorithm set up
 (searching conditions or number of neighbours used to obtain each facies
 estimate), applied to interpolate facies distribution in a dense coal
 mine dataset.

 A good measure would be the variance of the estimated property, but
 since I am working with a categorical property (i.e. facies), it is not
 direct to get this variance (one must assume a certain facies ordering
 and attribute values to facies, and I'm not sure which would be the
 effect of this assumptions int the variance of measures). And therefore
 I was looking for other options like kriging estimation variance.

 
  For your last question, look at Journel and Huijbregts Mining 
  Geostatistics
  page 451 for the smoothing relations that link the average kriging 
  variance to the
  variance of observations and the variance of kriging estimates.

 thank you, I will take a look to this.

 Oriol
 +
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RE: AI-GEOSTATS: Re: STK

2006-06-16 Thread Pierre Goovaerts
Hi Rajni,
 
I have done some work on space-time kriging and I will present the results on 
the
occasion of the IAMG 2006 congress. I posted a copy of the proceedings
paper on my webpage if you are interested. It is very short (4 pages) but
a longer paper is currently in preparation.
 
Cheers,
 
Pierre
 
Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC
 
Office address: 
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: [EMAIL PROTECTED] on behalf of Rajni Gaur
Sent: Wed 6/14/2006 9:01 AM
To: ai-geostats@jrc.it
Subject: AI-GEOSTATS: Re: STK



Dear List,
I am trying to use space time kriging for my datasets, which i have
acquired in time. Could you please give me some references on the
space time kriging.
Thanks in advance to all.

Rajni
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RE: AI-GEOSTATS: special case of ordinary cokriging

2006-06-07 Thread Pierre Goovaerts
Hello,
 
In general, the primary data will screen the influence of the co-located 
secondary data,
leading to the similarity of the results provided by isotopic cokriging and 
kriging ignoring this
secondary information; see my paper in Math Geol. 
 Goovaerts, P. 1998. Ordinary cokriging revisited. Mathematical Geology, 30(1): 
21-42. 
 
However, in some situations it is the secondary data that will screen the 
influence
of primary data. It is likely to happen when both variables are strongly 
correlated and
the secondary variable varies more continuously in space than the primary 
variable,
i.e. the secondary variogram has a smaller nugget effect.. See the example in 
my book 
pages 219-220.
 
Cheers,
 
Pierre
 
 
Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC
 
Office address: 
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: [EMAIL PROTECTED] on behalf of Maarten De Boever
Sent: Wed 6/7/2006 4:30 AM
To: ai-geostats@jrc.it
Subject: AI-GEOSTATS: special case of ordinary cokriging



Dear all,

The potential improvement of cokriging depends on the extend to which
the secondary variable has been sampled additionally to the primary.

Is there any difference between ordinary kriging and ordinary cokriging
in the situation where all observations of the primary and secondary
variable are located at the same locations? Will ordinary cokriging have
in that situation any advantage over ordinary kriging?


Thanks in advantage,

De Boever Maarten.

--
ir. Maarten De Boever
Research Group Soil Spatial Inventory Techniques (ORBIT)
Department Soil Management and Soil Care
Faculty of Bioscience Engineering
Ghent University
Coupure 653, 9000 Gent, Belgium
Tel. + 32 (0)9 264 6042
Fax  + 32 (0)9 264 6247
e-mail : [EMAIL PROTECTED]
http://www.soilman.ugent.be/orbit


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RE: AI-GEOSTATS: multicategory indicator simulation

2006-05-25 Thread Pierre Goovaerts
AI-GEOSTATS
Hi Ashton,
 
Sequential Indicator simulation (SIS) is based on the local estimation (i.e. 
kriging) of the
probabilities of occurrence of each of the 7 categories, in your case. Thus, 
the local mean
refers to the local (a priori) probability of occurrence of each of the seven 
classes
based on the calibration of your map. The vectors of local means correspond 
to the
row of your confusion, or error matrix. At the locations of ground-thruthed 
data, you
have non only this vector of local means but also a vector of indicators of 
occurrence
which should include 6 zeros and a one for the category that is observed on the 
ground.
Indicator residuals are computed by subtracting these two vectors.
 
SIS with varying local means is implemented in Gslib program sisim.
 
Cheers,
 
Pierre
 
Pierre Goovaerts
Chief Scientist at BioMedware Inc.
Courtesy Associate Professor, University of Florida
President of PGeostat LLC
 
Office address: 
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: [EMAIL PROTECTED] on behalf of Ashton Shortridge
Sent: Thu 5/25/2006 10:24 AM
To: ai-geostats@jrc.it
Subject: AI-GEOSTATS: multicategory indicator simulation



AI-GEOSTATS
Hello all,

I have a land cover dataset with codes 1-7 representing different land cover
categories. This data is not too good, but might be better than nothing.
Let's call this the map.

I have a second dataset - a bunch of point locations at which land cover for
the area has been ground-truthed. This is essentially my reference data.

I can use these things to construct a confusion, or error matrix, like this:

[1,] 0. 0.0222 0. 0.867 0. 0.000 0.
[2,] 0.0778 0.1889 0. 0.722 0. 0.000 0.0111
[3,] 0. 0.2417 0.4917 0.250 0.0167 0.000 0.
[4,] 0.0333 0.2667 0.0667 0.633 0. 0.000 0.
[5,] 0. 0.7500 0. 0.125 0. 0.125 0.
[6,] 0. 0. 0.9000 0.000 0.1000 0.000 0.
[7,] 0. 0. 0. 0.000 0. 0.000 1.

where cell i,j corresponds to the observed probability of observing class j on
the ground, where class i was present in the map. For example, a cell with
class 3 on the map is actually class 3 about 49% of the time. About 24% of
the time it's class 2, and 25% of the time it is class 4. Very rarely (1.7%)
it's actually class 5.

I would like to employ indicator simulation on this data using simple kriging
with locally varying means. I want to generate realizations of reference land
cover, using the map landcover data to improve the prediction by serving as
the mean estimate. This approach is documented in Goovaerts' book and in a
paper by  Kyriakidis and Dungan (2001). However, several points are unclear
to me.

First, simple kriging is employed on residuals from the mean. For
multicategorical data of the sort I am investigating here, how would one
calculate the mean at a particular location?

Second and more practically, I've struggled to discover how to implement this
in gstat (R version or standalone), and am wondering if anyone has had
success with another software package.

Thanks in advance for any assistance you can provide.

Ashton

--
Ashton Shortridge
Assistant Professor [EMAIL PROTECTED]
Dept of Geography   http://www.msu.edu/~ashton
235 Geography Building  ph (517) 432-3561
Michigan State University   fx (517) 432-1671
Geography Has moved! Map: http://www.rsgis.msu.edu/images/parking-map.gif
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RE: [ai-geostats] kriging without a nugget

2006-03-06 Thread Pierre Goovaerts
Hi Niklas,
 
This is a very good question; in fact one of the participants to my last short 
course
asked the same question since he was using ARCview with the option
nugget effect excluded  and was surprised to see that his observations were
not honored by the kriging predictions. This is related to the issue
of how to define the nugget effect. On almost all figures in the literature the 
semivariogram
model seems to start on the vertical axis at a value equal to the nugget 
effect, while
in fact the value of the model is set to zero for h=0 in the kriging system. 
This ensure
that kriging is an exact interpolator, which is usually a desirable property.
When interpolated nodes correspond to sampled locations, this exactitude
property can create spikes in the kriged map; in other words these locations
contrast with the general smoothness of the interpolated map produced by kriging
and it is one reason why the option to filter the noise, even at the sampled 
locations
was introduced (A general presentation of the filtering properties of kriging
can be found in my book p. 172-174). Another application of the filtering
method is the use of kriging for finding minimum or maximum in numerical models;
see paper 
Sasena, M.J., Parkinson, M., Goovaerts, P., Papalambros, P.Y. and M. Reed. 
2002. 
http://ode.engin.umich.edu/publications/papers/2002/DETC2002_DAC34091.pdf 
Adaptive experimental design applied to an ergonomics testing procedure. 
Proceedings of 
DETC'02 ASME 2002 Design Engineering Technical Conferences and Computers and 
Information in Engineering Conference. Montreal, Canada, September 29- October 
2, 2002. 
 http://ode.engin.umich.edu/publications/papers/2002/DETC2002_DAC34091.pdf
 
More generally, the question is whether the nugget effect represents 
measurement errors
(variability at the sampled locations) which you might want to filter, or 
whether it
represents small-scale variability in the field.
Note that the discontinuities in the map will disappear if you use a simulation 
method.
 
Hope it helps,
 
Pierre
 
Pierre Goovaerts
Chief Scientist at BioMedware
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: Törneman Niklas [mailto:[EMAIL PROTECTED]
Sent: Mon 3/6/2006 3:14 PM
To: ai-geostats@unil.ch
Subject: [ai-geostats] kriging without a nugget 


Hi All,
 
I am sort of a beginner within this field and my question might seem a bit 
simple. Any help would be appreciated however.
 
In commercial all purpose software's such as SURFER there is an option to 
exclude the nugget effect from the kriging interpolation. 
The purpose is to ensure that measured values are honoured at their locations. 
This seems understandable to me since the absence of a nugget ensures that the 
variance is zero at a distance of zero from the measured point, i.e. the 
measured value=interpolated value. 
 
However, in most projects that I work with (soil pollution problems) there is a 
significant nugget effect. My question is simply how the interpolation is 
affected if the nugget effect is excluded when in reality there is a clear 
nugget present in the data.
 
One reason for this question (apart from a personal interest) is that I am 
trying to motivate the use of other methods (i.e. SGS) and more specialized 
software such as SGeMS and GS+. One good easily explainable motivation for this 
would be if the above mentioned methodology of excluding the nugget is 
inappropriate, which is suspect that it is.
 
 
cheers
 
 
Nicholas


 
http://www.sweco.se/  

 

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RE: [ai-geostats] kriging without a nugget

2006-03-06 Thread Pierre Goovaerts
Hello,
 
The nugget effect is usually interpreted as a combination of small-scale
variability and measurement errors. The only way to distinguish between
both is to assess the magnitude of measurement errors in the lab,
e.g. through replication of the measurement on subsamples.
 
Wherever the interpolated node does not coincide with a sampled location,
the nugget variance is filtered. So, I don't see how you could compare
the common kriging with factorial kriging in a cross-validation mode.
 
Regards,
 
Pierre
 
 
Pierre Goovaerts
Chief Scientist at BioMedware
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: M. Nur Heriawan [mailto:[EMAIL PROTECTED]
Sent: Mon 3/6/2006 8:39 PM
To: ai-geostats@unil.ch
Subject: RE: [ai-geostats] kriging without a nugget 



Dear Pierre,

You mentioned that the nugget effect represents
measurement errors or small-scale variability in the
field. How to differentiate between both of them?

Last year I was studying about factorial kriging.
Actually on that time I wanted to use factorial
kriging to filter the nugget variance. I assumed that
my nugget variance only represented small-scale
variability, because I was sure (I already checked)
that my data set did not have any measurement errors.

I also was surprised when I got the estimation result.
Beforehand I guessed that the estimation result will
be more precise as I excluded the nugget variance, but
actually the result showed the contrary. When I
plotted the estimated versus real values, the
correlation coefficient was much less (compared to
include the nugget variance in estimation).

Thank you.


Nur Heriawan

Earth Resources Exploration Research Group
Institut Teknologi Bandung
Indonesia


--- Pierre Goovaerts [EMAIL PROTECTED] wrote:

 Hi Niklas,
 
 This is a very good question; in fact one of the
 participants to my last short course
 asked the same question since he was using ARCview
 with the option
 nugget effect excluded  and was surprised to see
 that his observations were
 not honored by the kriging predictions.

M. Nur Heriawan
http://www.mining.itb.ac.id/heriawan

__
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RE: [ai-geostats] Re: Software for Automatic Semivariogram Estimation

2006-03-02 Thread Pierre Goovaerts
Hi,
 
They are currently writing a book that would be similar to Gslib user manual
but tailored to S-GeMS features. In the meantime, you can find some
help in the user manual available at
http://sgems.sourceforge.net/doc/sgems_manual.pdf
 
Cheers,
 
Pierre
 
Pierre Goovaerts
Chief Scientist at BioMedware
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: Mach Nife [mailto:[EMAIL PROTECTED]
Sent: Wed 3/1/2006 3:36 PM
To: Pierre Goovaerts; AI Geostats mailing list
Subject: RE: [ai-geostats] Re: Software for Automatic Semivariogram Estimation



It would be very nice if there would be a tutorial on
how to use the variogram modeler.

machnife

--- Pierre Goovaerts [EMAIL PROTECTED] wrote:

 Hi Susan,
 
 I would recommend the Stanford Geostatistical
 Modeling Software (S-GeMS)
 that is public domain and that I use in all my short
 courses (some of your
 colleagues have actually be trained by me). The
 software can be downloaded from
 http://pangea.stanford.edu/~nremy/GEMS/
 
 Cheers,
 
 Pierre
 
 Pierre Goovaerts
 Chief Scientist at BioMedware
 516 North State Street
 Ann Arbor, MI 48104
 Voice: (734) 913-1098 (ext. 8)
 Fax: (734) 913-2201
 http://home.comcast.net/~goovaerts/

 

 From: Hohner, Susan [mailto:[EMAIL PROTECTED]
 Sent: Tue 2/28/2006 1:28 PM
 To: AI Geostats mailing list
 Subject: RE: [ai-geostats] Re: Software for
 Automatic Semivariogram Estimation



 Yikes!

 

 I was working through the tutorial for the
 Geostatistical Analyst Extension when this email
 discussion popped up.  Any recommendations for a
 traditional geostatistics software package?

 

 Thanks,

 Susan

 

 Susan Hohner, Senior Geographer

 Everglades Division, Mail Stop 4440

 South Florida Water Management District

 3301 Gun Club Road, West Palm Beach, FL 33406

 (561) 682-6801 phone

 (561) 682-0100 fax

 [EMAIL PROTECTED]

 http://www.sfwmd.gov

 

 

 From: Chaosheng Zhang
 [mailto:[EMAIL PROTECTED]
 Sent: Tuesday, February 28, 2006 12:25 PM
 To: AI Geostats mailing list
 Subject: Re: [ai-geostats] Re: Software for
 Automatic Semivariogram Estimation

 

 Dear all,

 

 I have the same concerns with ArcGIS Geostatistical
 Analyst Extension (v.9.1). I would use a traditional
 geostatistics software package to fit the variogram
 models in a very traditional way, and input the
 parameters to ArcGIS for kriging. It seems that
 ArcGIS has its own reasons to show variograms in a
 non-traditional way, but I find it almost impossible
 to fit the variograms mannually. You can change the
 parameters, but it is very hard to see how well they
 fit. By the way, you can change the lag distance or
 interval in ArcGIS (it is called lag size there).

 

 Cheers,

 

 Chaosheng

 --
 Dr. Chaosheng Zhang
 Lecturer in GIS
 Department of Geography
 National University of Ireland, Galway
 IRELAND
 Tel: +353-91-492375
 Fax: +353-91-495505
 E-mail: [EMAIL PROTECTED]
 Web1: www.nuigalway.ie/geography/zhang.html
 Web2: www.nuigalway.ie/geography/gis

 

 


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to
 follow its rules
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RE: [ai-geostats] Quick question about S-GeMS SGS simulation

2006-03-02 Thread Pierre Goovaerts
Hi Perry,
 
I am assuming you are using the latest version of S-GeMS.
In the sgsim function, there is an histogram tab where
you can specify  the target histogram you want to reproduce
(like in Gslib the normal score transform and back-transform
will be performed automatically inside the program, and you
can choose among power, exponential and hyperbolic models
for the lower and upper tail extrapolation).
 
Cheers,
 
Pierre
 
Pierre Goovaerts
Chief Scientist at BioMedware
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: Collier, Perry (TS) [mailto:[EMAIL PROTECTED]
Sent: Thu 3/2/2006 6:42 PM
To: AI Geostats mailing list
Subject: [ai-geostats] Quick question about S-GeMS SGS simulation



Quick question about S-GeMS SGS simulation:

I had a go at producing an SGS simulation in S-GeMS, but the result was
Gaussian (ie: not back transformed as GSLIB SGSIM.exe does) - can anyone
advise how to back-transform the simulation in S-GeMS?  What about tail
extrapolation  - how does S-GeMS handle that - there's no place in the
user interface to put in any parameters as per GSLIB.  I'm light years
away from being an expert in this stuff, so it's likely I've missed
something obvious... 

Cheers

Perry Collier
Senior Geologist
Rio Tinto Technical Services
Phone: +61 7 3327 7676
Mobile: 0408 015 837


-Original Message-
From: Pierre Goovaerts [mailto:[EMAIL PROTECTED]
Sent: Friday, 3 March 2006 7:50 AM
To: Mach Nife; AI Geostats mailing list
Subject: RE: [ai-geostats] Re: Software for Automatic Semivariogram
Estimation

Hi,

They are currently writing a book that would be similar to Gslib user
manual but tailored to S-GeMS features. In the meantime, you can find
some help in the user manual available at
http://sgems.sourceforge.net/doc/sgems_manual.pdf

Cheers,

Pierre

Pierre Goovaerts
Chief Scientist at BioMedware
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201
http://home.comcast.net/~goovaerts/



From: Mach Nife [mailto:[EMAIL PROTECTED]
Sent: Wed 3/1/2006 3:36 PM
To: Pierre Goovaerts; AI Geostats mailing list
Subject: RE: [ai-geostats] Re: Software for Automatic Semivariogram
Estimation



It would be very nice if there would be a tutorial on how to use the
variogram modeler.

machnife

--- Pierre Goovaerts [EMAIL PROTECTED] wrote:

 Hi Susan,

 I would recommend the Stanford Geostatistical Modeling Software
 (S-GeMS) that is public domain and that I use in all my short courses
 (some of your colleagues have actually be trained by me). The software

 can be downloaded from http://pangea.stanford.edu/~nremy/GEMS/

 Cheers,

 Pierre

 Pierre Goovaerts
 Chief Scientist at BioMedware
 516 North State Street
 Ann Arbor, MI 48104
 Voice: (734) 913-1098 (ext. 8)
 Fax: (734) 913-2201
 http://home.comcast.net/~goovaerts/

 

 From: Hohner, Susan [mailto:[EMAIL PROTECTED]
 Sent: Tue 2/28/2006 1:28 PM
 To: AI Geostats mailing list
 Subject: RE: [ai-geostats] Re: Software for Automatic Semivariogram
 Estimation



 Yikes!



 I was working through the tutorial for the Geostatistical Analyst
 Extension when this email discussion popped up.  Any recommendations
 for a traditional geostatistics software package?



 Thanks,

 Susan



 Susan Hohner, Senior Geographer

 Everglades Division, Mail Stop 4440

 South Florida Water Management District

 3301 Gun Club Road, West Palm Beach, FL 33406

 (561) 682-6801 phone

 (561) 682-0100 fax

 [EMAIL PROTECTED]

 http://www.sfwmd.gov



 

 From: Chaosheng Zhang
 [mailto:[EMAIL PROTECTED]
 Sent: Tuesday, February 28, 2006 12:25 PM
 To: AI Geostats mailing list
 Subject: Re: [ai-geostats] Re: Software for Automatic Semivariogram
 Estimation



 Dear all,



 I have the same concerns with ArcGIS Geostatistical Analyst Extension
 (v.9.1). I would use a traditional geostatistics software package to
 fit the variogram models in a very traditional way, and input the
 parameters to ArcGIS for kriging. It seems that ArcGIS has its own
 reasons to show variograms in a non-traditional way, but I find it
 almost impossible to fit the variograms mannually. You can change the
 parameters, but it is very hard to see how well they fit. By the way,
 you can change the lag distance or interval in ArcGIS (it is called
 lag size there).



 Cheers,



 Chaosheng

 --
 Dr. Chaosheng Zhang
 Lecturer in GIS
 Department of Geography
 National University of Ireland, Galway IRELAND
 Tel: +353-91-492375
 Fax: +353-91-495505
 E-mail: [EMAIL PROTECTED]
 Web1: www.nuigalway.ie/geography/zhang.html
 Web2: www.nuigalway.ie/geography/gis






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RE: [ai-geostats] Re: Software for Automatic Semivariogram Estimation

2006-02-28 Thread Pierre Goovaerts
Hi Susan,
 
I would recommend the Stanford Geostatistical Modeling Software (S-GeMS)
that is public domain and that I use in all my short courses (some of your
colleagues have actually be trained by me). The software can be downloaded from
http://pangea.stanford.edu/~nremy/GEMS/
 
Cheers,
 
Pierre
 
Pierre Goovaerts
Chief Scientist at BioMedware
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: Hohner, Susan [mailto:[EMAIL PROTECTED]
Sent: Tue 2/28/2006 1:28 PM
To: AI Geostats mailing list
Subject: RE: [ai-geostats] Re: Software for Automatic Semivariogram Estimation



Yikes!

 

I was working through the tutorial for the Geostatistical Analyst Extension 
when this email discussion popped up.  Any recommendations for a traditional 
geostatistics software package?

 

Thanks,

Susan

 

Susan Hohner, Senior Geographer

Everglades Division, Mail Stop 4440

South Florida Water Management District

3301 Gun Club Road, West Palm Beach, FL 33406

(561) 682-6801 phone

(561) 682-0100 fax

[EMAIL PROTECTED]

http://www.sfwmd.gov

 



From: Chaosheng Zhang [mailto:[EMAIL PROTECTED] 
Sent: Tuesday, February 28, 2006 12:25 PM
To: AI Geostats mailing list
Subject: Re: [ai-geostats] Re: Software for Automatic Semivariogram Estimation

 

Dear all,

 

I have the same concerns with ArcGIS Geostatistical Analyst Extension (v.9.1). 
I would use a traditional geostatistics software package to fit the variogram 
models in a very traditional way, and input the parameters to ArcGIS for 
kriging. It seems that ArcGIS has its own reasons to show variograms in a 
non-traditional way, but I find it almost impossible to fit the variograms 
mannually. You can change the parameters, but it is very hard to see how well 
they fit. By the way, you can change the lag distance or interval in ArcGIS (it 
is called lag size there).

 

Cheers,

 

Chaosheng

--
Dr. Chaosheng Zhang
Lecturer in GIS
Department of Geography
National University of Ireland, Galway
IRELAND
Tel: +353-91-492375
Fax: +353-91-495505
E-mail: [EMAIL PROTECTED]
Web1: www.nuigalway.ie/geography/zhang.html
Web2: www.nuigalway.ie/geography/gis

 

 


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RE: [ai-geostats] dssim-HR

2006-02-17 Thread Pierre Goovaerts
Hello,
 
I used Compaq Visual Fortran and didn't have any problem compiling the program.
 
Pierre
 
Pierre Goovaerts
Chief Scientist at BioMedware
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



From: samuel verstraete [mailto:[EMAIL PROTECTED]
Sent: Fri 2/17/2006 9:51 AM
To: Thomas Mejer Hansen; ai-geostats@unil.ch
Subject: Re: [ai-geostats] dssim-HR




I have tried this intel compiler but i didn't have the same luck as
you, would you mind sharing the command you used to compile the module?

i used:

 $ ifort dssim-hr.for

which just results in this error list... which is shorter than the gnu
f77 compiler error... but still wrong :

fortcom: Error: Illegal character in statement label field  [M]
fortcom: Error: Illegal character in statement label field  [O]
fortcom: Error: Illegal character in statement label field  [D]
fortcom: Error: Illegal character in statement label field  [U]
fortcom: Error: Illegal character in statement label field  [L]
fortcom: Error: First statement in file must not be continued
fortcom: Error: dssim-hr.for, line 9: Illegal character in statement
label field  [I] IMPLICIT NONE
^
fortcom: Error: dssim-hr.for, line 9: Illegal character in statement
label field  [M] IMPLICIT NONE
-^
fortcom: Error: dssim-hr.for, line 9: Illegal character in statement
label field  [P] IMPLICIT NONE
--^
fortcom: Error: dssim-hr.for, line 9: Illegal character in statement
label field  [L] IMPLICIT NONE
---^
fortcom: Error: dssim-hr.for, line 9: Illegal character in statement
label field  [I] IMPLICIT NONE
^
fortcom: Error: dssim-hr.for, line 9: Syntax error, found
END-OF-STATEMENT when expecting one of: = = . ( : % IMPLICIT NONE
-^
fortcom: Error: dssim-hr.for, line 31: Syntax error, found
END-OF-STATEMENT when expecting one of: , ) parameter
(MAXNST=4,MAXROT=MAXNST+1,UNEST=-99.0,EPSLON=1.0e-20,VERSION=3.01)
---^
fortcom: Error: dssim-hr.for, line 60: Illegal character in statement
label field  [E] END MODULE DSSmodule ^
fortcom: Error: dssim-hr.for, line 60: Illegal character in statement
label field  [N] END MODULE DSSmodule
-^
fortcom: Error: dssim-hr.for, line 60: Illegal character in statement
label field  [D] END MODULE DSSmodule
--^
fortcom: Error: dssim-hr.for, line 60: Illegal character in statement
label field  [M] END MODULE DSSmodule
^
fortcom: Error: dssim-hr.for, line 63: Illegal character in statement
label field  [p] program dssim
^
fortcom: Error: dssim-hr.for, line 63: Illegal character in statement
label field  [r] program dssim
-^
fortcom: Error: dssim-hr.for, line 63: Illegal character in statement
label field  [o] program dssim
--^
fortcom: Error: dssim-hr.for, line 63: Illegal character in statement
label field  [g] program dssim
---^
fortcom: Error: dssim-hr.for, line 63: Illegal character in statement
label field  [r] program dssim
^
fortcom: Error: dssim-hr.for, line 60: Syntax error, found IDENTIFIER
'DULEDSSMODULEMDSSIM' when expecting one of: = = / * ,
END-OF-STATEMENT ; [ END MODULE DSSmodule --^
fortcom: Error: dssim-hr.for, line 80: Illegal character in statement
label field  [e] end program dssim
^
fortcom: Error: dssim-hr.for, line 80: Illegal character in statement
label field  [n] end program dssim
-^
fortcom: Error: dssim-hr.for, line 80: Illegal character in statement
label field  [d] end program dssim
--^
fortcom: Error: dssim-hr.for, line 80: Illegal character in statement
label field  [p] end program dssim
^
fortcom: Error: dssim-hr.for, line 84: Illegal character in statement
label field  [s] subroutine readparm()
--^
fortcom: Error: dssim-hr.for, line 84: Illegal character in statement
label field  [u] subroutine readparm()
---^
fortcom: Error: dssim-hr.for, line 84: Illegal character in statement
label field  [b] subroutine readparm()
^
fortcom: Severe: Too many errors, exiting
compilation aborted for dssim-hr.for (code 1)



On Fri, 17 Feb 2006 15:21:40 +0100 (CET)
Thomas Mejer Hansen [EMAIL PROTECTED] wrote:


 I have succesfully compiled dssim_HR using the Intel Fortran compiler
 (free for noncommercial use on Linux) :
 http://www.intel.com/cd/software/products/asmo-na/eng/compilers/219771.htm

 Have a nice day
 - Thomas

--
Research group Soil Spatial Inventory Techniques
Dept. Soil Management and Soil Care
Faculty of Bioscience Engineering
Ghent University

Department of Soil Management and Soil Care
Coupure Links 653 - Block B
9000 Ghent - Belgium

Telephone +32(0)9 264.60.42
Fax +32(0)9 264.62.47
E-mail [EMAIL PROTECTED]





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RE: [ai-geostats] FK and K of spat. comp.

2006-01-18 Thread Pierre Goovaerts

Hi Simone,

Your definition is historically the correct one.. 
Note that the term kriging analysis, sloppy translation for
the term analyse krigeante introduced in Matheron's 1992 seminal 
paper, could also be used. 

The use of the term factorial kriging for the
decomposition of a RF into spatial components based on a nested semivariogram
model can be traced back to Gslib user manual. To be consistent, I used
the same term in my book and used the expression multivariate factorial 
kriging when dealing with more than one variable (e.g. regionalized PCA).

I think that both expressions are acceptable, albeit confusing. The
use of the term factorial does not systematically imply a multivariate
analysis and a factor does not need to be a linear combination of variables.

Hope it helps,

Pierre

Pierre Goovaerts
Chief Scientist at BioMedware
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



-Original Message-
From:   Simone Sammartino [mailto:[EMAIL PROTECTED]
Sent:   Wed 1/18/2006 9:12 AM
To: Geostat newsgroup
Cc: 
Subject:[ai-geostats] FK and K of spat. comp.
Dear All
a term specification:
What is the difference between Factorial Kriging and Kriging of spatial 
components.
I've always believed that the first is the kriging of the factors deriving from 
the regionalized PCA of multivariate datasets, and the second is the 
discrimination of the different spatial components deriving from the evaluation 
of nested variograms.
But I can still read in most of scientific articles, about factorial kriging as 
the estimation procedure related to nested variograms...and it should be not 
exactly correct!
Do I wrong?
Thank you
Simone
-
Dr. Simone Sammartino
PhD student
- Geostatistical analyst
- G.I.S. mapping
I.A.M.C. - C.N.R.
Geomare-Sud section
Port of Naples - Naples
[EMAIL PROTECTED]
-






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RE: [ai-geostats] Traditional OCK or Standardize OCK?

2006-01-05 Thread Pierre Goovaerts
Hello,

It is indeed correct that as for simple cokriging, the standardized OCK
requires knowledge of the population means for both primary and
secondary variables, and as I mentioned in my book p. 232 Provided the
data are representative of the study area, these means can be estimated
from the sample means. Of course, we could also account for the uncertainty
attached to those samples means.. but the same can be said regarding the
uncertainty attached to the parameters of the semivariogram model...

The main reason ordinary kriging is used instead of simple kriging is
its ability to accommodate changes in the mean across the study area
(what I called global trend in my book) through the use of local
search windows. The interesting fact for standardized OCK is that,
even if a global mean is used in the standardization, local means
are still re-estimated within each search window thanks to the
unbiasedness constraint. The main assumption however is that after
rescaling by their global means both primary and secondary variables 
have the same local mean, see Goovaerts (1997, 1998). For me, this
might be the main weakness/limitation of the approach. As always, 
cross-validation is a good way to compare the prediction performances 
of the different estimators.

Pierre

Pierre Goovaerts
Chief Scientist at BioMedware
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 

-Original Message-
From:   Heuvelink, Gerard [mailto:[EMAIL PROTECTED]
Sent:   Thu 1/5/2006 4:31 AM
To: Pierre Goovaerts; Adrián Martínez Vargas; Behrang Kushavand; 
ai-geostats@unil.ch
Cc: 
Subject:RE: [ai-geostats] Traditional OCK or Standardize OCK?
The downside of SOCK (often not mentioned) is that as a minimum requirement one 
must know the difference(s) between the population means (i.e., the means of 
the random functions) of the primary and secondary variables. In practice, one 
rarely knows these and uses the differences between the sample means instead, 
which is incorrect, unless one takes the associated estimation errors into 
account. However, when the BLUE of the differences between population means is 
used and the associated estimation errors are taken into account, then I 
suspect that SOCK boils down to something very close or identical to TOCK. 
Along similar lines, recall that substituting the BLUE of the population mean 
in the simple kriging equations yields a predictor that is identical to the 
ordinary kriging predictor (I think it is in Cressie's book, but in fact it is 
not that difficult to establish this result).

The main (only?) purpose of using ordinary kriging instead of simple kriging is 
that one often does not know the population mean and cannot simply assume that 
it is equal to the sample mean or some other combination of the sample data. 
That is why ordinary kriging is used much more often than simple kriging. It 
puzzles me why so many geostatisticians so easily replace TOCK by SOCK and 
ignore the problem above. It is not the right method to avoid large and many 
negative weights, there are much better ways for that (see discussion of one 
month ago).

Gerard

Gerard B.M. Heuvelink
Soil Science Centre
Wageningen University and Research Centre
P.O. Box 47
6700 AA Wageningen
The Netherlands

tel +31 317 474628 / 482420
email [EMAIL PROTECTED]
http://www.sil.wur.nl/UK/


-Original Message-
From: Pierre Goovaerts [mailto:[EMAIL PROTECTED]
Sent: donderdag 5 januari 2006 0:20
To: Adrián Martínez Vargas; Behrang Kushavand; ai-geostats@unil.ch
Subject: RE: [ai-geostats] Traditional OCK or Standardize OCK?



Hi,

The main difference between SOCK and TOCK is that, in the standardized
form, only one unbiasedness constraint is imposed, i.e. the sum of all
primary and secondary data weights is one, while in the traditional
version a separate constraint is applied for each variable, i.e.
sum of primary data weights is one and the sum of secondary data
weights is zero for each secondary variable. The traditional
constraints lead to larger and more frequent negative weights 
for the secondary variables. The difference between SOCK and
TOCK estimates is expected to increase as differences between
the variance of primary and secondary variables increases.
The different types of cokriging are described and compared in the
following paper:
Goovaerts, P. 1998. Ordinary cokriging revisited. 
Mathematical Geology, 30(1): 21-42. 

Cheers,

Pierre

Pierre Goovaerts
Chief Scientist at BioMedware
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



-Original Message-
From:   Adrián Martínez Vargas [mailto:[EMAIL PROTECTED]
Sent:   Wed 1/4/2006 12:53 PM
To: Behrang Kushavand; ai-geostats@unil.ch
Cc: 
Subject:Re: [ai-geostats] Traditional OCK or Standardize OCK?
In the definition of the cross variogram you can see

RE: [ai-geostats] Traditional OCK or Standardize OCK?

2006-01-04 Thread Pierre Goovaerts

Hi,

The main difference between SOCK and TOCK is that, in the standardized
form, only one unbiasedness constraint is imposed, i.e. the sum of all
primary and secondary data weights is one, while in the traditional
version a separate constraint is applied for each variable, i.e.
sum of primary data weights is one and the sum of secondary data
weights is zero for each secondary variable. The traditional
constraints lead to larger and more frequent negative weights 
for the secondary variables. The difference between SOCK and
TOCK estimates is expected to increase as differences between
the variance of primary and secondary variables increases.
The different types of cokriging are described and compared in the
following paper:
Goovaerts, P. 1998. Ordinary cokriging revisited. 
Mathematical Geology, 30(1): 21-42. 

Cheers,

Pierre

Pierre Goovaerts
Chief Scientist at BioMedware
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098 (ext. 8)
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



-Original Message-
From:   Adrián Martínez Vargas [mailto:[EMAIL PROTECTED]
Sent:   Wed 1/4/2006 12:53 PM
To: Behrang Kushavand; ai-geostats@unil.ch
Cc: 
Subject:Re: [ai-geostats] Traditional OCK or Standardize OCK?
In the definition of the cross variogram you can see that it is not 
adimentional (depend of units  Km, %, ppm, etc.), you can avoid  this 
effect using standardize Ordinary Co-Kriging.

Adrian

-Original Message-
From: Behrang Kushavand [EMAIL PROTECTED]
To: ai-geostats@unil.ch
Date: Wed, 4 Jan 2006 19:55:01 +0330
Subject: [ai-geostats] Traditional OCK or Standardize OCK?

 Dear All,
 
 
 
 Is it true that estimation variance of standardize Ordinary Co-Kriging
 (SOCK) is always equal or smaller than Traditional Ordinary Co-Kriging
 (TOCK)?
 
 What is the advantage of TOCK to SOCK (I think it is about negative
 weights) and are there any criteria to choice TOCK or SOCK?
 
  
 
 Thanks
 
 Behrang
 
 



Participe en el V Congreso Internacional de Educación Superior
Universidad 2006. La Habana, Cuba, del 13 al 17 de Febrero del 2006
http://www.universidad2006.cu
_
Instituto Superior Minero Metalúrgico de Moa
Dr. Antonio Núñez Jiménez 
http://www.ismm.edu.cu







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RE: [ai-geostats] KED

2005-11-29 Thread Pierre Goovaerts
Hi Rajni,

You can find an application of KED to the mapping of hydraulic
conductivity in my latest publication in mathematical Geology:
Patriarche, D., Castro, M.C. and P. Goovaerts. 2005. Estimating regional 
hydraulic conductivity fields - A comparative study of geostatistical methods. 
Mathematical Geology, 37(6), 587-613. 

You can download the PDF of the paper from the my webpage:
http://home.comcast.net/~goovaerts/publication.html

Cheers,

Pierre


===
Pierre Goovaerts
Chief Scientist at Biomedware
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 



-Original Message-
From:   Rajni Gaur [mailto:[EMAIL PROTECTED]
Sent:   Tue 11/29/2005 9:52 AM
To: AI Geostats mailing list
Cc: 
Subject:[ai-geostats] KED
Dear List members,
Can anyone of the seniors of the geostatistical community, please give
me some references regarding the application of kriging with external
drift (KED) pertaining to the groundwater systems. I want to apply KED
for the estimation of transmissivity values for an aquifer.
Looking for the references and response,
Thanks to all in advance
Regards
Rajni





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RE: [ai-geostats] Adding kriging variances.

2005-11-07 Thread Pierre Goovaerts

Hi Digby,

The variance of a sum of random variables is not equal to the sum of their 
variances, except if they are independent.. Consequently, the kriging variances 
cannot be simply combined to compute the variance of the global estimator, see 
Mining Geostatistics, Page 323 (Journel and Huijbregts, 1978).
The most flexible approach is to use stochastic simulation to generate a set of 
realizations of the block values, aggregate them, and use the empirical 
distribution of aggregated block values as a model of uncertainty.
You can find an example in my publication 
http://home.comcast.net/~goovaerts/karen.pdf and there is a whole
book devoted to the use of stochastic simulation in mining.
Journel and Kyriakidis. 2004. Evaluation of Mineral reserves. A simulation 
approach. Oxford University Press.

Cheers,

Pierre

-Original Message-
From:   Digby Millikan [mailto:[EMAIL PROTECTED]
Sent:   Mon 11/7/2005 1:09 AM
To: AI Geostats mailing list
Cc: 
Subject:[ai-geostats] Adding kriging variances.
Dear list,

 

 If you had a set of blocks is it possible to add their kriging variances
together,

to get a standard error for the mine head grade, is this something that is
done 

in practice or has been done in the past to estimate possible deviations
from a

kriged head grade?

 

Digby





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RE: [ai-geostats] Transformation of zero values for kriging

2005-10-25 Thread Pierre Goovaerts

Hi Christian,

It looks like your data are rates and consist of a numerator and denominator. 
In this case, you cannot apply common geostatistical tools since the 
reliability of your observations will vary depending on the number of eggs you 
have sampled for each plant.
I am facing similar problems with cancer rates and have been using both Poisson 
kriging and binomial cokriging. A few papers are available on my webpage and I 
just submitted another paper that describes Poisson kriging in more details and 
provides the code to do the analysis. I would gladly share it with you once it 
is accepted, which should be very soon.

Regards,

Pierre

Pierre Goovaerts
Chief Scientist at Biomedware
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098
Fax: (734) 913-2201
http://home.comcast.net/~goovaerts/

-Original Message-
From:   Schlatter Christian [mailto:[EMAIL PROTECTED]
Sent:   Tue 10/25/2005 4:33 AM
To: ai-geostats@unil.ch
Cc: 
Subject:[ai-geostats] Transformation of zero values for kriging
Dear list-readers

We were studying lepidopteran egg parasitism rates in a grid design (on 6 x 24 
plants, totally 144) in the field. The idea was to detect influences in terms 
of directional dependencies of the parasitism rate (variograms), of base 
parasitism rate (nugget), and of distance of the effects (range). 

Now egg parasitism rate was quite low and rare due to different problems 
(meteorological, area, test site, spraying in field, etc) so we have an average 
of 10-20 % of parasitized eggs (out of 144 points). For some non-spatial 
statistical testing this was more or less ok. 

For the geostatistical work (I was thinking of universal kringing), the number 
of values is quite little. So I was thinking about transforming them by means 
of the exponential function (exp^zi), in order to get 144 values and to 
retransform the result. 

 

Can I proceed in this way or am I completely on the wrong way with this 
approach?

 

Thank you very much for you attention.

 

Best wishes

 

Christian

 

°

Christian Schlatter

GIS

Pflanzenschutz: Schädlinge - Nützlinge

 

Forschungsinstitut für biologischen Landbau (FiBL)

Institut de recherche de l'agriculture biologique 

Istituto di ricerche dell'agricoltura biologica Research

Institute of Organic Agriculture CH-5070 Frick, Switzerland 

Ackerstrasse 

CH- 5070 Frick

 

[EMAIL PROTECTED] mailto:[EMAIL PROTECTED] 

 

Telefon 0041 62 865 72 75

Fax 0041 62 865 72 73

 

Unsere Homepage:

http://www.fibl.org http://www.fibl.org/ 

http://www.biogene.org http://www.biogene.org/ 

http://www.organicxseeds.com http://www.organicxseeds.com 

http://gis.fibl.ch/WWFMap/viewer.htm http://gis.fibl.ch/WWFMap/viewer.htm 

°

 





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RE: [ai-geostats] Indicator semivariogram

2005-09-22 Thread Pierre Goovaerts

Hi Koen,

Although I am not a native speaker, you may want to check the few papers 
I have written on the computation and interpretation
of indicator semivariograms, besides my book of course...
Most recent papers can be downloaded from my webpage.
Your choice should also be guided by whether you apply indicators
to continuous or categorical variables.

Pierre

Pierre Goovaerts
Chief Scientist at Biomedware
516 North State Street
Ann Arbor, MI 48104
Voice: (734) 913-1098
Fax: (734) 913-2201 
http://home.comcast.net/~goovaerts/ 


-Original Message-
From:   Koen Hufkens [mailto:[EMAIL PROTECTED]
Sent:   Thu 9/22/2005 8:07 AM
To: ai-geostats@unil.ch
Cc: 
Subject:[ai-geostats] Indicator semivariogram
Hi list,

Does anyone have any references to a clear description of the procedures 
to calculate and interpretate an indicator semivariogram? I know the 
principles but my scientific english isn't good enough to formulate it 
correctly. I got some remarks on a sentence I used in a working paper so 
I would like to cite from original sources.

Thanks in advance,
Koen





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RE: [ai-geostats] natural neighbor applied to indicator transforms

2005-09-05 Thread Pierre Goovaerts
Hi,
 
In fact, as long as the weights are all positive and sum up to one, your 
interpolated probability
will always be between 0 and 1; so you should be all right..
The approach proposed by Sebastiano is similar to median indicator kriging in 
the sense 
that the weights assigned to the observations will be the same across all 
indicators (here instead of 
a single indicator semivariogram used to compute the kriging weights, the same 
weighting set 
will be applied to all indicators since the data configuration, hence the size 
of the Thiessen polygons, 
doesn't change among indicators). Because all the weights are positive and 
remain the same
for the different indicators, this approach should eliminate all order relation 
deviations 
(all estimated probabilities will be between 0 and 1, and at each location 
their sum will be one).
 
 
Pierre

-Original Message- 
From: Gregoire Dubois [mailto:[EMAIL PROTECTED] 
Sent: Mon 9/5/2005 7:00 AM 
To: 'seba'; ai-geostats@unil.ch 
Cc: 
Subject: RE: [ai-geostats] natural neighbor applied to indicator 
transforms


Ciao Sebastiano,
 
I realized nobody replied to your question (sorry for have added 
confusion here). 
 
I don't see any objection in applying any interpolator to probability 
values.
However, you should better use exact interpolators to avoid getting 
probabilities of occurences  1 (or smaller than 0)
 
Cheers
 
Gregoire
 
 

-Original Message-
From: seba [mailto:[EMAIL PROTECTED] 
Sent: 02 September 2005 10:07
To: ai-geostats@unil.ch
Cc: ai-geostats@unil.ch; 'Nicolas Gilardi'
Subject: RE: [ai-geostats] natural neighbor applied to 
indicator transforms



I try to reformulate my question.
When performing direct (i.e. without crossvariogram) indicator 
kriging, practically we interpolate probability values by means of ordinary 
kriging. These probability values could represent the probability of occurrence 
of some category or the probability to overcome some threshold. 
My question is: is there anything wrong to interpolate these 
probability values with other interpolating algorithm like, for example natural 
neighbor (or triangulation)? 
In my opinion is all ok . considering also that we have no 
problem of order relation violations.
Again, this technique is applied only for a preliminary data 
analysis

Then a short consideration directed about the importance of 
boundaries:
Quoting Nicolas Gilardi
My personnal feeling about the distinction between using a 
classification algorithm or a regression one is the importance you put on the 
boundaries.If you look for smooth boundaries, with uncertainty estimations, 
etc., then a regression algorithm (like indicator kriging) is certainly a good 
approach.

Well, if you use fuzzy classification the boundaries become 
continuos...fuzzy.

Bye 

S. Trevisani 

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RE: [ai-geostats] Sum of predicted values

2005-08-01 Thread Pierre Goovaerts
Hi Pete,
 
This is a classical example where stochastic simulation would allow an easy 
quantification
of the uncertainty attached to the aggregated value. Just generate a series of 
realizations
of your process over these 1700 points, sum each set of simulated values, and
use the empirical distribution of simulated block values as a model of 
uncertainty.
You can find an example in Goovaerts, P. 2001. Geostatistical modelling of 
uncertainty in soil science. Geoderma, 103: 3-26. 
http://www.terraseer.com/training/geostats/geoder01.pdf   that you can 
download from my webpage.
 
Cheers,
 
Pierre

-Original Message- 
From: Pete Gething [mailto:[EMAIL PROTECTED] 
Sent: Mon 8/1/2005 9:30 AM 
To: ai-geostats@unil.ch 
Cc: 
Subject: [ai-geostats] Sum of predicted values


Dear list,

 

I have Kriged predictions of a continuous variable at a set of 1700 
points. I want to sum these values and obtain an estimate of the overall 
prediction variance based on the kriging variances of the individual points 
(i.e., taking into account the spatial correlation between points). The data 
are approximately Gaussian. 

 

I would expect there to be a standard solution to this problem, but I'm 
having difficulty finding examples - can anyone help me out, or point me to a 
reference?

 

Thanks in advance,

 

Pete


Peter Gething
School of Electronics and Computer Science
School of Geography
 
University of Southampton
Highfield
Southampton SO17 1BJ
UK
Tel: +44 (0) 23 8059 2013
Email: [EMAIL PROTECTED]  



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RE: [ai-geostats] SGSIM query

2005-07-26 Thread Pierre Goovaerts
Hi Ellen,
 
I have a version of SGSIM that does that and would gladly share it with you.
Note that the  public-domain/windows software S-GeMS developed at Stanford
(http://ekofisk.stanford.edu/SCRFweb/sgems/) also allows simulation on a grid 
of 
points that you load an an object.  
 
Cheers,
 
Pierre
 

Pierre Goovaerts

Chief Scientist at Biomedware

516 North State Street

Ann Arbor, MI 48104

Voice: (734) 913-1098
Fax: (734) 913-2201 

http://home.comcast.net/~goovaerts/ 

-Original Message- 
From: Norm, Ellen, Kathy  Emily [mailto:[EMAIL PROTECTED] 
Sent: Tue 7/26/2005 8:32 AM 
To: ai-geostats@unil.ch 
Cc: 
Subject: [ai-geostats] SGSIM query


Hello all,
 
does anybody have (or know where I can obtain) a version of the GSLIB 
program SGSIM that simulates directly to a points file? I want to simulate at 
the locations corresponding to my grade control (exhaustive) data locations 
which are not on a regular grid.
 
Thanking you all in anticipation of a response,
 
Ellen
 
Ellen Bandarian (PhD student)
School of Engineering and Mathematics
Edith Cowan University
100 Joondalup Drive 
Joondalup, WA, 6027

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RE: [ai-geostats] modelling trend and kriging type

2005-06-30 Thread Pierre Goovaerts
To add to the excellent comments by Edzer and Gregoire,
 
1. Universal kriging = kriging with a trend. The second terminology has been 
proposed by Andre
Journel who felt that the term universal was vague and misleadingly 
ambitious.
 
2. Kriging with an external drift (KED) is mathematically the same as universal 
kriging (UK). Secondary variables
are simply replacing the spatial coordinates used in UK. 
 
3. Regression kriging denotes all the techniques where the trend is modeled 
outside the kriging algorithm.
There are various methods that can be used to model that trend, ranging from 
linear regression
to neural networks. Kriging is used to interpolate the residuals. In practice 
these techniques have more 
flexibility than universal kriging in term of modeling the trend: multiple 
variables either categorical or
continuous can be incorporated  easily and many sofwtare are available for this 
trend modeling.
The only limitation is that the trend is modeled globally (i.e. the regression 
coefficients are constant
in space) while in KED the coefficients are reestimated within each search 
window.
 
Cheers,
 
Pierre
 

Pierre Goovaerts

Chief Scientist at Biomedware

516 North State Street

Ann Arbor, MI 48104

Voice: (734) 913-1098
Fax: (734) 913-2201 

http://home.comcast.net/~goovaerts/ 

-Original Message- 
From: Recep kantarci [mailto:[EMAIL PROTECTED] 
Sent: Thu 6/30/2005 9:38 AM 
To: ai-geostats@unil.ch 
Cc: 
Subject: [ai-geostats] modelling trend and kriging type


Dear ai-geostats members
 
When the data used has a trend, it is needed to model trend and in this 
case there exists various types of kriging to apply (universal kriging, kriging 
with a trend, regression kriging etc).
If this is the case, does one should use the same type of kriging or 
different depending on modeling the trend using coordinates of target variable 
or using other (namely, secondary or auxillary) variables such as elevation or 
topography ? That is , are there a dinstinction depending on the type of 
variables to model the trend while kriging?
 
Best regards
Recep


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RE: [ai-geostats] Interpolation error estimation

2005-05-11 Thread Pierre Goovaerts
Hi,
 
You could try using kriging with non-systematic error where you can directly 
incorporate
information on the reliability of your data in the kriging system. The 
technique is
described in Chiles and Delfiner's textbook.
 
Pierre

-Original Message- 
From: Jose Luis Gomez Dans [mailto:[EMAIL PROTECTED] 
Sent: Wed 5/11/2005 9:37 AM 
To: ai-geostats@unil.ch 
Cc: 
Subject: [ai-geostats] Interpolation error estimation




Hi!
I am aware that this question could easily become a
whole book, and a rather thick one at that :), but
nevermind...

I have produced an interpolation using regularised
splines. The point data that goes into the
interpolation has some measure of error associated to
it, so to a first approximation, this can be used as
an error indicator for  cells of the interpolated grid
that contains one such point.

The problem arises with grid cells that have no real
data in them, as the error is a function of the error
of the surrounding points, the distance from the
surrounding points (the further you are from a sa, the
larger the error) and the error due to the
interpolation. I could try and model the error, but
there's a scale factor due to the surface presenting
different features at different scales, and it all
becomes very complicated.

So my question is, what is the best way to come up
with a grid that has a reasonable error estimation of
the interpolated surface, if we know the error of each
of the samples that went in?

Many thanks for your time and help,
Jos







   
   
   
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RE: [ai-geostats] gslib and simulations with 5 categories

2005-05-04 Thread Pierre Goovaerts
Hi,
 
Just perform the new coding outside Gslib. Excel should do it.
 
Pierre

-Original Message- 
From: gianni [mailto:[EMAIL PROTECTED] 
Sent: Wed 5/4/2005 6:06 AM 
To: ai-geostats@unil.ch 
Cc: 
Subject: [ai-geostats] gslib and simulations with 5 categories



Hi

I have 1 categorical variable (transmissivity), with 5 possible
outcomes s=1,2,3,4,5
from very low to  very high.
I have already created simulations with sisim, but i need now to
create simulations with 2 outcomes:high and low, but at the same time
using the informations i have and then i don't want to give the 1,2 to
low and 3,4,5 to high.
I would like to know how if it is possible.
Thanks

Gianni



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RE: [ai-geostats] A banal question...

2005-05-02 Thread Pierre Goovaerts
Hi Simone... one way to look at it is to call Z(x) the tail variable and Z(x+h) 
the head variable.
These are two variables describing the relative position in space of values of 
the same physical
attribute. Then, you have your 2 variables to compute the covariance fuction 
for a given vector h... 
By pooling together pairs of data from different parts of the study area, you 
are ignoring the
location x and simply using the length (and possibly orientation) of the vector 
joining these 2 data...
which requires the assumption of stationarity of the covariance..
 
Hope it helps,
 
Pierre

-Original Message- 
From: Simone Sammartino [mailto:[EMAIL PROTECTED] 
Sent: Mon 5/2/2005 10:14 AM 
To: Geostat newsgroup 
Cc: 
Subject: [ai-geostats] A banal question...



Dear all
a banal question...
I'm not able to understand the stationarity of covariance in second 
order stationarity theory...
On any book or article I can read:
covariance between Z(x) e Z(x+h) exist and does not depend on x, 
but only on h; in fact
Cov[Z(x),Z(x+h)]=Cov(h)
It is considered so banal that in any text I consulted this part is 
described with the same sentence...but it is not explicated via mathematical 
formalism
Why should E[Z(x)Z(x+h)]-m^2 be so logically reduced to Cov(h)
You'll laugh for my request, but I'm not able to understand why it 
should be so logical
In some text I found also...=Cov(x1-x2)=Cov(h) where distance between 
x1 and x2 is exactly h, but it does not help me to understand it
I can't realize how to calculate Cov(h) that is a variable (it is in 
reality at least a vector of constant), when usually covariance is calculated 
between two variables
Please have the patience to help me to solve this trick
Thanks
Simone
-
Dr. Simone Sammartino
PhD student
- Geostatistical analyst
- G.I.S. mapping
I.A.M.C. - C.N.R.
Geomare-Sud section
Port of Naples - Naples
[EMAIL PROTECTED]
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RE: [ai-geostats] Determining background concentrations in soils at industrial sites

2005-04-25 Thread Pierre Goovaerts
Hi Nicolas,
 
Your problem seems to bear some similarities with the problem of target 
detection
in satellite imagery that I presented at the last Geostat congress. The key 
issue was to
detect any outliers/anomalies of a given size that would depart significantly 
from the
background, without any prior knowledge about these background values. It 
involved
geostat filtering to enhance local variations, followed by the application of a 
spatial
statistics (LISA)  to compute the probability for filtered values to be local 
anomalies.
This research is summarized in a couple of proceedings paper you can download
from my webpage, in addition to a paper that has just been published in Remote
Sensing of the Environment and that I would gladly send you in a PDF format.
 
Cheers,
 
Pierre
 

Pierre Goovaerts

Chief Scientist at Biomedware

516 North State Street

Ann Arbor, MI 48104

Voice: (734) 913-1098
Fax: (734) 913-2201 

http://home.comcast.net/~goovaerts/ 

 

-Original Message- 
From: Nicolas Jeanne [mailto:[EMAIL PROTECTED] 
Sent: Thu 4/21/2005 3:46 AM 
To: ai-geostats@unil.ch 
Cc: 
Subject: [ai-geostats] Determining background concentrations in soils 
at industrial sites



Dear list members,

I'm currently working on a large industrial site and we are comparing
background (natural+anthropogenic) vs. site (point sources)
concentration levels for various chemical compounds.

Searching through the internet for existing methodologies about this
issue, the main documents and references I've found are coming from the
U.S.: EPA of course and also the Navy. The methodology described is
basically based on:
- statistical evaluation of background distribution,
- statistical tests to compare background vs. site concentration
distributions, or on-site background concentrations vs. off-site
concentrations.

Geostatistics doesn't seem to be so much applied on the area (I guess
this is partly due to the usually important spatial heterogeneity of
such background levels), except to investigate for spatial trends in the
datasets, such trends being potentially related to hot-spots...

Have you heard about or applied or in mind other methodologies to
address this issue?
Any feedback, reference or papers will be greatly appreciated!! I'll
summarize the answers and inform the list.

Regards,
Nicolas Jeanne.
--
http://www.geovariances.com
GEOVARIANCES - 49 bis, Av. F. Roosevelt - 77210 Avon - FRANCE
Phone: +33-(0)-160.74.91.04-Fax: +33-(0)-164.22.87.28




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RE: [ai-geostats] gslib postik and cpdf

2005-04-24 Thread Pierre Goovaerts
Hello,
 
Implementation of the maximum likelihood allocation (pick up the class
with the maximum probability of occurrence) is easy to implement,
starting with any Excel spread sheet.
Soares algorithms is much less straigthforward to code and I should be 
able to exhume a Fortran program I wrote 12 years ago to do so. Note
however that because Soares' classification does not account for spatial
patterns, the less frequent category/class often tends to be allocated to 
isolated
pixels  or to the borders of the study are where the probability of occurrence 
of other classes is smaller than average.
 
Cheers,
 
Pierre

-Original Message- 
From: gianni [mailto:[EMAIL PROTECTED] 
Sent: Wed 4/20/2005 4:54 PM 
To: ai-geostats@unil.ch 
Cc: 
Subject: [ai-geostats] gslib postik and cpdf



Hi
 I'm italian student from Rome and i would want to give my excuses
for my poor english in the first place.

 I have a problem with the gslib, i would know how to postprocess the
cpdf values that the ik3d gives when we use the categorical variables,
because the postik seems to work only with continuous variables.


I have 1 categorical variable, with 5 possible outcomes s=1,2,3,4,5.
I would allocate locations to the category with the  largest p under
the constraint of reproduction of global proportion. That is the
Soares algorithm, but i I have chosen this one because this is the
only i found (Goovaerts97) and you could suggest me another one.
However I need some fortran libraries about that.

Let me do another question
This variable is the transmissivity, and i deduced this 5 outcomes
from very low to very high.
How about using this information like a continuous variable in ik3d?
How to fix the first threshold? If i fix the first zk=1 i have in
every location the I(u;zk)=1.

Thanks for your time
Regards



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RE: [ai-geostats] Definition of standardize variograms

2005-04-05 Thread Pierre Goovaerts
Hi Gregoire,
 
I agree with you regarding the merits of the standardized semivariogram as 
implemented
in variowin software. In one of my last studies, the rescaling by the lag 
variance helped
correcting the preferential sampling of wells with high arsenic levels, leading 
to a 
susbtantial decrease in random fluctuations of the experimental semivariograms.
While the general relative semivariogram approximates the lag variance by the 
square
of the lag mean, the standardized semivariogram uses the actual lag variance, 
hence
makes less assumptions. 
Regarding the terminology, I guess we should used a term like lag-standardized
to distinguish the global and lag-specific standardization or rescaling of 
semivariogram
values.
 
Cheers,
 
Pierre
 
 

-Original Message- 
From: Gregoire Dubois [mailto:[EMAIL PROTECTED] 
Sent: Tue 4/5/2005 9:48 AM 
To: ai-geostats@unil.ch 
Cc: [EMAIL PROTECTED] 
Subject: [ai-geostats] Definition of standardize variograms



Dear list, 

While playing around with different software, I encounter different 
definitions for standardized variograms. 

Surfer (which is using the terminology of Variowin), uses the term 
standardized semivariogram  for variograms obtained by dividing the 
semivariance by the lag variance, while GS+ uses the total variance. While the 
function obtained in GS+ is only a matter of rescaling variograms, allowing so 
various variograms to be compared, those proposed in Surfer have the same 
pupose as the local, pairwise and/or general relative variograms (see Isaaks  
Srivastava, page 163-170), that is to reduce the influence of local means. 
Interestingly enough, one may note that very few software propose relative 
variograms while I, very personally, consider these functions as essential for 
detecting spatial structures of many environmental variables.

I have thus here two questions about the use of standardized/relative 
variogram: 

1) What is the correct terminology or definition for standardized 
variograms?  (I personally do not like very much the use of standardized when 
the standardisation is only applied to each lag...)

2) The general relative variogram (lag divided by the mean of the lag) 
has properties that are very similar to the standardized variogram (lag 
divided by the variance of the lag) but both functions differ. How shall one 
decide what to use and what are the relative properties of these functions?

Thank you in advance for any feedback. 

Gregoire 

PS: a few points here good be added to Tom Mueller's FAQ on 
Geostatistical Software Conventions. 

__ 
Gregoire Dubois (Ph.D.) 
JRC - European Commission 
IES - Emissions and Health Unit 
Radioactivity Environmental Monitoring group 
TP 441, Via Fermi 1 
21020 Ispra (VA) 
ITALY 
  
Tel. +39 (0)332 78 6360 
Fax. +39 (0)332 78 5466 
Email: [EMAIL PROTECTED] mailto:[EMAIL PROTECTED]  
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WWW: http://rem.jrc.cec.eu.int http://rem.jrc.cec.eu.int  
  
The views expressed are purely those of the writer and may not in any 
circumstances be regarded as stating an official position of the European 
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RE: [ai-geostats] bi-Gaussian assumption for non-mathematicians

2005-03-23 Thread Pierre Goovaerts
Well, as the author of the green bible I guess I should help out a little bit 
here...
 
The key idea is that there exists an analytical expression that allows you to
compute a priori, for any threshold of a multigaussian random function,
the indicator semivariogram models. You only need to know the threshold
and the normal score semivariogram of the variable. Then, you just compare
the expected or theoretically-derived indicator semivariogram models
to the empirical or derived from the data ones. 
 
Note that you don't even need to go through the burden of computing the
theoretically-derived indicator semivariogram models to know that the
underlying assumptions of the multigaussian model are not fulfilled.
In many situations, you will notice that your experimental indicator 
semivariograms
are not symmetric with respect to the median; for example the 0.1 decile
semivariogram might have a longer range than the 0.9 decile semivariogram.
This happens frequently since the low background values tend to be better 
connected in space than the high values... 
 
The next question is what do we do with that?... or in other words How do we
know that the differences between expected and empirical indicator 
semivariograms
are significant. You could test it, but I don't think it's worth it in 
practice...
Well, cross-validation has taught me that even if the indicator semivariograms 
don't
look like expected under the multigaussian model, multigaussian kriging might
still give you better results than indicator kriging.. so it's hard to come up 
with 
cast-in-stone rules regarding the relative merits of parametric and 
non-parametric
approaches.. but I am sure that everyone who has some experience with 
geostatistics
has already realized that.. As I often say during my short-course, 
geostatistics provides
you with a toolbox, and cross-validation and experience will teach you wich 
tools
to use in any particular situation...
 
Cheers,
 
Pierre 

-Original Message- 
From: Perry Collier [mailto:[EMAIL PROTECTED] 
Sent: Tue 3/22/2005 7:55 PM 
To: ai-geostats@unil.ch 
Cc: 
Subject: [ai-geostats] bi-Gaussian assumption for non-mathematicians



Hi all from Oz (Australia) 

First post on this list.  I am a mine geo currently doing some 
post-grad geostats study (Edith Cowan Uni in WA, hi Dr Ute, Prof. Lyn!).

Expanding on some very useful feedback from my Uni course director, I 
would be interested in your learned from the horse's mouth comments (what, 
why, how, when) regarding the bi-Gaussian assumption for Gaussian simulation 
and the various means of checking it.  I am slightly mathematically 
challenged, so if anyone could explain the whole thing without too much scary 
maths, it would be much appreciated.  I have Goovaerts' green geostats bible, 
which is good stuff, but I'm trying to convert some of the maths to English.

Any comments from mining practitioners would be interesting... 

Cheers 

Perry Collier 
Senior Mine Geologist 
Ernest Henry Mine   
Xstrata Copper Australia 
Ph:(07) 4769 4527 
Fax: (07) 4769 4555 
E-mail: [EMAIL PROTECTED] 
Web: http://www.xstrata.com 
  
PO Box 527 
Cloncurry QLD 4824 
Australia 
  
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RE: [ai-geostats] practical range vs range

2005-03-23 Thread Pierre Goovaerts
Hi Els,
 
The key question here is the sampling density and how many data will
be included in this search window. If there are many, the screening effect
will greatly attenuate the impact of the data further away, hence using a or
3a won't make a big difference. If data are sparser, then usually I set up my
search strategy in terms of maximum number of data, not maximum search
radius, at least in 2D (in 3D setting the search ellipsoid right is very 
important).
Although simple kriging weights become zero beyond the range, it is not
the case for ordinary kriging, which is a reason why you shouldn't 
systematically
discard the observations outside the range of autocorrelation, in particular
if the sampling density is low..
 
Regards,
 
Pierre

-Original Message- 
From: Els Verfaillie [mailto:[EMAIL PROTECTED] 
Sent: Wed 3/23/2005 5:08 AM 
To: ai-geostats@unil.ch 
Cc: 
Subject: [ai-geostats] practical range vs range



Hi list,

I want to do ordinary kriging with an anisotropic variogram with GSLIB. 
My
variogram is an exponential model with a practical range of 1800 m in
direction 50 and 880 m in direction 320. I'm not sure whether I have to 
use
the practical range (which is 3a) or the value a, which is respectively 
733
m and 293 m. Furthermore I wonder which maximum search radius I have to
choose: the 3a or the a value?

Any suggestions?

Cheers,
Els

___

Els Verfaillie, PhD student
Renard Centre of Marine Geology - Ghent University
Krijgslaan 281-S8
B-9000 Gent - Belgium
tel: +32-9-2644573  fax: +32-9-2644967
e-mail: [EMAIL PROTECTED]
url: http://www.rcmg.ugent.be/
___

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RE: [ai-geostats] multivariate geostats - anisotropy

2005-02-17 Thread Pierre Goovaerts
Hi Els,
 
You should expect the directions of anisotropy to be fairly similar
if the two attributes are reasonably correlated. Except if you use a linear
model of coregionalization, there is no requirement for the directions
of anisotropy or the anisotropy ratio to be the same.
 
Pierre
 

Pierre Goovaerts

Chief Scientist at Biomedware

516 North State Street

Ann Arbor, MI 48104

Voice: (734) 913-1098
Fax: (734) 913-2201 

http://home.comcast.net/~goovaerts/ 

 

-Original Message- 
From: Els Verfaillie [mailto:[EMAIL PROTECTED] 
Sent: Thu 2/17/2005 9:22 AM 
To: ai-geostats@unil.ch 
Cc: 
Subject: [ai-geostats] multivariate geostats - anisotropy



Hello,

I have a dataset of 2 variables: grainsize of the sediment and a digital
elevation model of the seafloor. I want to interpolate the grainsize 
using
different multivariate geostatistical techniques like cokriging, kriging
with external drift, colocated cokriging, simple kriging with varying 
local
means to compare their results. I have a question about anisotropy: do 
the
directions of anisotropy have to be exactly the same for the two 
variables?

In fact, during my analysis, I have a lot of practical questions like 
this.
Does anyone can advise me some good references about multivariate
geostatistics and/or anisotropy? I already have the book of H. 
Wackernagel
and some articles of P. Goovaerts. Especially, I would like to have some
practical guidelines.

Thanks in advance!

Els

___

Els Verfaillie, PhD student
Renard Centre of Marine Geology - Ghent University
Krijgslaan 281-S8
B-9000 Gent - Belgium
tel: +32-9-2644573  fax: +32-9-2644967
e-mail: [EMAIL PROTECTED]
url: http://www.rcmg.ugent.be/
___






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RE: [ai-geostats] kriging with variable measurement error

2005-02-16 Thread Pierre Goovaerts
Hi Gali,
 
You can download the following paper from my webpage:
(http://home.comcast.net/~goovaerts/publication.html)
 
Goovaerts, P., AvRuskin, G., Meliker, J., Slotnick, M., Jacquez, G.M. and J. 
Nriagu. 2004. Modeling uncertainty about pollutant concentration and human 
exposure using geostatistics and a space-time information system: Application 
to arsenic in groundwater of Southeast Michigan. In Accuracy 2004: Proceedings 
of the 6th International Symposium on Spatial Accuracy Assessment in Natural 
Resources and Environmental Sciences. 
http://www.biomedware.com/about/pdfs/accuracy_arsenic.pdf  
 
and look at the kriging system (5). I have another publication under
review for Water Resources Research but the turn over is so slow that it might 
not
get published before the end of this year.
 
Regards,
 
Pierre Goovaerts

 
Chief Scientist at Biomedware

516 North State Street

Ann Arbor, MI 48104

Voice: (734) 913-1098
Fax: (734) 913-2201 

http://home.comcast.net/~goovaerts/ 

 
 
 

-Original Message- 
From: Gali Sirkis [mailto:[EMAIL PROTECTED] 
Sent: Wed 2/16/2005 12:18 PM 
To: ai-geostats@unil.ch 
Cc: 
Subject: [ai-geostats] kriging with variable measurement error



Dear list members,


Could you please advise regarding readable
publications about Kriging with Variance of
measurement error?


Many thanks,

Gali


   
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RE: [ai-geostats] Regression vs. Kriging vs. Simulation vs. IDW

2005-01-04 Thread Pierre Goovaerts
Well... I would say that IDW is still being used by a few consultants that
think that kriging is too complicated to apply and that the client will pay
them as long as the map looks pretty...
and less cynically IDW could give OK results if your data are gridded
and the pattern of variability is ostropic.
 
Pierre
 

Pierre Goovaerts

Chief Scientist at Biomedware

516 North State Street

Ann Arbor, MI 48104

Voice: (734) 913-1098
Fax: (734) 913-2201 

http://home.comcast.net/~goovaerts/ 

-Original Message- 
From: Darla Munroe [mailto:[EMAIL PROTECTED] 
Sent: Tue 1/4/2005 3:06 PM 
To: ai-geostats@unil.ch 
Cc: 
Subject: RE: [ai-geostats] Regression vs. Kriging vs. Simulation vs. IDW




Just to get the group's opinion on this -

When do you use IDW?  When is it an advantageous technique, or what 
purposes
does it well serve?

Darla Munroe

-Original Message-
From: Syed Abdul Rahman Shibli [mailto:[EMAIL PROTECTED]
Sent: Tuesday, January 04, 2005 2:19 PM
To: jyarus; 'Seumas P. Rogan'; ai-geostats@unil.ch
Subject: Re: [ai-geostats] Regression vs. Kriging vs. Simulation vs. IDW


Perhaps there is some confusion here. Simple kriging, for instance, can 
be
decomposed to the familiar multilinear regression equation since if one
assumes all the Z(Xi)s are independent variables, then in the covariance
matrix C all of C(Xi,Xj) would be zero except for C(Xi,Xi). So

LiC(Xi,Xi)=C(Xi,Xo)

The lambdas here being the parameters of the regression equation. The
intercept term is the sam, i.e. Lo=E(y)-LiE(xi).

Not sure if the previous poster meant this or simply using the location 
as
the independent variable.

Cheers

Syed

On 3/1/05 5:34 PM, jyarus [EMAIL PROTECTED] wrote:

 Hi Seumas:

 I thought I would throw my 2 cents in regarding a comparison between
kriging
 and linear regression.

 While some of the responses have hit a few important differences, like
 Kriging is a spatial estimator and regression is not, or kriging will
honor
 the original data and regression will not (unless residuals are added 
back
 in - not often done).  For me, the critical point to be made is 
between
the
 collocated cokriging application and regression.  In collocated 
cokriging,
 like simple regression, two variables are being used, one independent 
and
 one dependent (of course, this could be expanded to more than one
 independent variable).  The object is to predict a value of the 
dependent
 variable from a relationship established between both the independent 
and
 dependent observed values.  In the ensuing regression equation, there 
is a
 slope term.  For example, in the equation, Y= c-bX, c is the 
intercept and
b
 is the slope.  As pointed out by one of the contributors, regression 
by
 itself is not a spatial estimator, it is a point estimator.  As such, 
the
 equation contains no information about the surrounding data or about 
the
 relationship between the observed data and the unsampled location 
where a
 desired estimate of the dependent variable is required.  In kriging 
(or
 cokriging), the slope term b is replaced by a covariance matrix that
 informs the system not only about the behavior of the surrounding data
 points and the unsampled location (similar to distance weighting if
 omnidirectional), but also about the spatial behavior within the
 neighborhood - that is, how neighbors are spatially related to other
 neighbors. Thus, the slope term b is replaced with a sophisticated
 covariance matrix containing the spatial information.

 The ramifications of using simple regression instead of true spatial
 estimator are significant if the results are presented in map form.  
While
 this is often difficult to grasp for some, using simple regression as 
a
 mapping tool will cause geographic portions of a map to consistently 
be
 overestimated and others underestimated!  For example, you may find 
that
all
 the values estimated in the upper left quadrant of the map to be
 overestimated, and those in the lower right to be underestimated.  We
would
 like to believe that a good spatial estimator will be unbiased, and 
the
 distribution of the error variances over the area of a map will be 
uniform
-
 no one part of the map will preferentially over- or underestimated.  
The
 bias brought about by the slope term in simple

Re: [ai-geostats] sisim and SK vs. OK

2005-01-03 Thread Pierre Goovaerts
Hi Eric,

I am guessing that the sampling density in 3D is small, hence
at the beginning of the simulation procedure when the grid is
essentially empty the estimate depends mainly on the type of trend
model you adopt, i.e. a global mean for SK or a locally re-estimated
local mean for OK. It looks like your estimate of the local mean
is not very good and this might biase your simulation right from
the beginning. Are you using a multiple grid strategy and did you
notice a higher proportion of order relation deviations when using OK
versus SK? Note that in the recent Stanford software GEMS, sequential
indicator simulation is available only with the SK option, which
might indicate some problems with the OK option...

Hope it helps,

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://home.comcast.net/~goovaerts/



On Mon, 3 Jan 2005 [EMAIL PROTECTED] wrote:

 Hello all.  I'm performing unconditional sequential indicator simulation over 
 a 3D domain.  As the method requires, I have specified the data cdf at (10) 
 thresholds, and have also defined parameters for an (exponential) variogram 
 at each threshold.  When I run the simulation algorithm using simple kriging 
 to estimate the cdf at each threshold for each node, the method works great, 
 i.e., I am able to approximatley reproduce the domain cdf and variograms.  
 However, when I use ordinary kriging, the method falls apart.  It seems that 
 reproduction of the domain cdf becomes 'blocky' and looses its smoothness.  I 
 have made the search ellipsoid very large and allowed the number of data 
 points that can be used for the OK to be very large, but the results are 
 always poor.  Does anyone have any suggestions about what is happening with 
 the OK?  I am using GSLib software.  Thanks to all!

 Eric Bhark




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RE: [ai-geostats] F and T-test for samples drawn from the same p

2004-12-05 Thread Pierre Goovaerts
Hello,

I am currently principal investigator on a major NIH grant
that aims to develop software for test of hypothesis
using alternate hypothesis specified by the user and that
differ from the omnibus spatial independence;
we called them spatial neutral models.
For example, you can test for clusters of cancer rates
above and beyond a regional background in exposure.
The p-values are computed using randomization and I applied
geostatistical simulation to generate multiple realizations
that are then used to derive the empirical distribution of
the test statistic.

I presented an example during the last GeoEnv conference
and I put a PDF copy of the paper, which is in press for
the moment, on my website.

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 Sun, 5 Dec 2004, Colin Daly wrote:



 Hi

 Sorry to repeat myself - but the samples are not independent.  Independance 
 is a fundamental assumption of these types of tests - and you cannot 
 interpret the tests if this assumption is violated.  In the situation where 
 spatial correlation exists, the true standard error is nothing like as small 
 as the (s/sqrt(n)) that Chaosheng discusses - because the sqrt(n) depends on 
 independence.

 Again, as I said before, if the data has any type of trend in it, then it is 
 completely meaningless to try and use these tests - and with no trend but 
 some 'ordinary' correlation, you must find a means of taking the data 
 redundancy into account or risk get hopelessly pessimistic results (in the 
 sense of rejecting the null hypothesis of equal means far too often)

 Consider a trivial example. A one dimensional random function which takes 
 constant values over intervals of lenght one - so, it takes the value a_0 in 
 the interval [0,1[  then the value a_1 in the interval [1,2[ and so on (let 
 us suppose that each a_n term is drawn at random from a gaussian distribution 
 with the same mean and variance for example).  Next suppose you are given 
 samples on the interval [0,2]. You spot that there seems to be a jump between 
 [0,1[ and [1,2[  - so you test for the difference in the means. If you apply 
 an f test you will easily find that the mean differs (and more convincingly 
 the more samples you have drawn!). However by construction of the random 
 function,  the mean is not different.  We have been lulled into the false 
 conclusion of differing means by assuming that all our data are independent.

 Regards

 Colin Daly


 -Original Message-
 From: Chaosheng Zhang [mailto:[EMAIL PROTECTED]
 Sent: Sun 12/5/2004 11:42 AM
 To:   [EMAIL PROTECTED]
 Cc:   Colin Badenhorst; Isobel Clark; Donald E. Myers
 Subject:  Re: [ai-geostats] F and T-test for samples drawn from the same p
 Dear all,



 I'm wondering if sample size (number of samples, n) is playing a role here.



 Since Colin is using Excel to analyse several thousand samples, I have 
 checked the functions of t-tests in Excel. In the Data Analysis Tools help, a 
 function is provided for t-Test: Two-Sample Assuming Unequal Variances 
 analysis. This function is the same as those from many text books (There are 
 other forms of the function). Unfortunately, I cannot find the function for 
 assuming equal variances in Excel, but I assume they are similar, and 
 should be the same as those from some text books.



 From the function, you can find that when the sample size is large you always 
 get a large t value. When sample size is large enough, even slight 
 differences between the mean values of two data sets (x bar and y bar) can be 
 detected, and this will result in rejection of the null hypothesis. This is 
 in fact quite reasonable. When the sample size is large, you are confident 
 with the mean values (Central Limit Theorem), with a very small stand error 
 (s/(sqrt(n)). Therefore, you are confident to detect the differences between 
 the two data sets. Even though there is only a slight difference, you can 
 still say, yes, they are significantly different.



 If you still remember some time ago, we had a discussion on large sample size 
 problem for tests for normality. When the sample size is large enough, the 
 result can always be expected (for real data sets), that is, rejection of the 
 null hypothesis.



 Cheers,



 Chaosheng

 --

 Dr. Chaosheng Zhang

 Lecturer in GIS

 Department of Geography

 National University of Ireland, Galway

 IRELAND

 Tel: +353-91-524411 x 2375

 Direct Tel: +353-91-49 2375

 Fax: +353-91-525700

 E-mail: [EMAIL PROTECTED]

 Web 1: www.nuigalway.ie/geography/zhang.html

 Web 2: www.nuigalway.ie/geography/gis/index.htm

Re: [ai-geostats] How can I assign weights based on measurement errors?

2004-11-29 Thread Pierre Goovaerts
Hi Wolfram,

You forgot to mention what you want to do with these data.
If the objective is to perform kriging, then you can use
either kriging with nonsystematic errors or soft
indicator kriging to account for the variable level of
reliability of your data.

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 Mon, 29 Nov 2004, Wolfram Ruehaak wrote:

 Dear all,

 I have difficulties to find information's about the following problem.

 I have a lot of spatially scattered measurements. These measurements
 have - resulting from different measurement methods - different
 measurement errors, which are known.

 For example some have an total error of 5%, some of 10% and a third
 group of 20%.

 I want to give these values a quality-weight in the range from 0.0 to
 1.0. (In this case three different weights.)

 How can I do this?

 Simple is a weight = 0 which is a value so bad I don't want to use it,
 and a weight = 1 which could be the value for the group with the best
 measurements (in this case error = 5%).

 Is there a statistically firmed way to quantify the weights.

 Any suggestions will be very welcome.
 Is there any literature that discusses this matter?

 Thanks in advance.

 Wolfram Ruehaak




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Re: [ai-geostats] regularization

2004-10-26 Thread Pierre Goovaerts
Hi Samuel,

I have dealt with similar problems when analyzing the spatial
distribution of dioxin and other heavy metals in river sediments.
Core lengths can strongly fluctuate from one sampling point to the
next. The empirical approach I used was to weigh each sample
proportionally to its length both in the computation of semivariograms
(use of weighted semivariogram estimators) and in the kriging
procedure (rescaling of kriging weights to account for core length).
There was no publication on this approach and reports are confidential.
These days I would use a less empirical approach and capitalize on the
analogy with the treatment of cancer rates, where the reliability of rates
is a function of the population size. You could still use weighted
semivariogram estimator, but use a kriging with measurement error
approach, whereby an error variance term (here inversely proportional
to the length of the core) is added to the diagonal elemnts of the
kriging matrix.

Here is just a suggestion but I am sure that some mining geostaticians
will come up with a more elegant solution.. I also think that Jayme
Gomez presented a paper on this issue (and the downscaling or
disaggregation problem in general) at the last geostat congress in
Banff, but since I only caught the last part of his presentation I
might be wrong.

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 Tue, 26 Oct 2004, samuel verstraete wrote:

 Hi,

 I have a 3D data set that has been sampled by a private company. They
 lacked a complete knowledge of geostatistics so there is no sampling
 strategy involved. Another thing is that the support of the samples is
 strongly fluctuating. Horizontally the sampling support is constant and
 can be considered as a point (about 70cm^2 compared to a few hectares)
 Vertically the sampling support is not stable and rather huge in
 comparison with the vertical scale... (sampling can be 0.10 to 1 meter
 and maximum depth would be 5 to 6 meter or even less)

 I've read in the literature that there is a possibility to correct for
 such a things, through regularization. But none of the literature seems
 to discuss the possibility that the samples themself do not always have
 the same support, as stated before samples can have a support that is 10
 times bigger than the smallest sample.

 Question is... Is there any other literature that discusses this matter
 and even more importantly is there any software out there that can take
 this sampling support into consideration when I'm calculating the
 variogram or when I start with estimation/simulation of the field.


 Thanks in advance,

 --
 Samuel Verstraete
 Ghent University
 Faculty of Bioscience Engineering
 Dept. of Soil Management and Soil Care
 Coupure Links 653, B-9000 Gent, Belgium





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Re: [ai-geostats] geometric designs for sensor networks

2004-10-21 Thread Pierre Goovaerts
Hi Andrew,

A critical piece of information is the objective function
you want to optimize. I have worked in the field of optimization of
sampling design applied to mechanical engineering and ergonomics,
see papers by Sasena et al. that you can download from my webpage.
I believe it has great application in the field of design of
network of environmental sensors and I am open to collaborations
on this topic.

Regards,

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, 21 Oct 2004, Andrew Baek wrote:

 Greetings!

 I am looking for an efficient geometric design for installing bunch of
 robots in a field. These sensors(or sensor networks) are not static, in
 the sense that they constantly move and sample data(light, temperature,
 humidity etc.).
 Basically, I'd like to find different schemes - not a square/triangle
 shape from Yfantis et al(1987)- for my problem. Also, this is different
 from space filling since order matters. I mean, the cost will be quite
 different whether robot starts from edge or center. My guess is that
 curve (roulette shape?) will be more favorable in this case, but I
 don't know... Can someone refer me to some references or suggestions?

 THX,
 Andrew

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Re: [ai-geostats] Simulation maps for anisotropic models

2004-09-10 Thread Pierre Goovaerts
Hi Sanghoon,

Your maps look fine and would reflect a strong anisotropy.
What is the anisotropy ratio for your variables and did you
select a circular or ellptical search window?

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 Fri, 10 Sep 2004, Sanghoon Kang wrote:

 Dear everyone,

 I'm new to this mailing list and the field of geostatistics, so my question
 might be too obvious, but I don't have anyone around to get some help.

 I'm trying to analyze potential factors influencing soil microbes. For those
 soil characteristics, some of them were anisotropic and some not. I modeled
 and ran sgsim for stochastic simulation maps to get qualitative comparison
 among variables. It looked fine for those isotropic variables but there were
 lines in anistropic variables. Those lines aligned along the major axes, so
 I guess they might be generated from search radii. However, maps I've seen
 didn't have those features in them and I'm not comfortable with that. I
 would like to get some opinions and if possible solution to get rid of them.
 You can see the maps by clicking the link.
 http://www.people.virginia.edu/~sk7k/Material/maps.pdf

 Any general advice or guidelines would be helpful as well.

 Thanks.

 -

  Sanghoon Kang
  Lab. Microbial Ecology
  Dept. Environmental Sciences, UVa
  434-924-0537 (T)  434-982-2137 (F)

  http://www.people.virginia.edu/~sk7k
  http://janicekang.net
 -


 
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Re: [ai-geostats] FW: spatial relationships

2004-09-02 Thread Pierre Goovaerts
I would agree with Gregoire's assessment.
The presence of a global trend does not prohibit the use of geostatistics.
As illustrated in the following paper by Journel and Rossi:
Journel, A.G. and M.E. Rossi. 1989. When do we need a trend model
in kriging? Mathematical Geology, 21(7):715--739.
global trends can be easily handled by the use of local search
windows in kriging, which allows us to rely on the assumption of
quasi-stationarity.

Of course if the trend is complex and can be described using
process-based models (e.g. urban pollution), it is better to use
this physical model for the trend and use geostatistics to
interpolate the residuals, provided there is some spatial
correlation left.

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, 2 Sep 2004, Gregoire Dubois wrote:


 -Original Message-
 From: Gregoire Dubois [mailto:[EMAIL PROTECTED]
 Sent: 02 September 2004 09:42
 To: [EMAIL PROTECTED]
 Cc: [EMAIL PROTECTED]
 Subject: Re: spatial relationships



 Hi Mark,

 re-reading Isobel's mail, I thought about a proviso on the proviso. I
 personally do consider that a semivariogram showing a pure trend is
 decent. Not in a geostatistical point of view, but it does provide you
 with some useful information. If you have a trend, the variogram becomes
 incompatible with the intrinsic hypothesis. but you still have a slope
 in the experimental correlation functions (semivariograms, correlograms,
 madogram, etc.). Thus you have a structure, that is you have something
 there that may provide you with some useful information about your data
 set that can be used for estimating values of your variable at unsampled
 locations. If you have a flat correlation function, that is a pure
 nugget effect, then certainly you are in troubles.

 Regards,

 Gregoire


 Isobel Clark [EMAIL PROTECTED] wrote:

  Mark
 
  I could not agree more with Gregoire (with one
  proviso, see below).
 
  Both geostatistics and any weighted average estimators
  are based on the same assumptions -- that relationship
  between values at two locations depends on the
  distance between them and (possibly) their relative
  orientation. If you cannot get a decent semi-variogram
  after trying every type of graph [normal, robust,
  relative] and every transformation and/or
  interpretation of your data [logarithm, indicator,
  rank transforms, Normal scores, mixed populations],
  you do not have a distance-based relationship. This
  conclusion also rules out: inverse distance weighting
  of any kind; Delaunay triangles; Thiessen polygons and
  so on.
 
  My proviso: there are other forms of spatial
  relationship than pure distance/direction types. The
  simplest example of this is data with a trend, where
  the value at a specified point will depend on its
  absolute position. There may be an added component for
  the 'residuals' which turns out to be
  distance/direction based. There are also many examples
  where, for example, flow characteristics, connectivity
  and so on play a large part in the structure of your
  variable.
 
  In short: no decent semi-variogram does NOT mean no
  spatial relationship. It means no simple second-order
  stationary geostatistical type spatial relationship.
 
  Isobel
   http://geoecosse.bizland.com/whatsnew.htm
 http://geoecosse.bizland.com/whatsnew.htm
 
 
 
 
 
  ___ALL-NEW
 Yahoo! Messenger - all new features - even more fun!
 http://uk.messenger.yahoo.com http://uk.messenger.yahoo.com

 
 

  -
Attachment: message-footer.txt
MIME Type: text/plain
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 __
 Gregoire Dubois (Ph.D.)
 JRC - European Commission
 IES - Emissions and Health Unit
 Radioactivity Environmental Monitoring group
 TP 441, Via Fermi 1
 21020 Ispra (VA)
 ITALY

 Tel. +39 (0)332 78 6360
 Fax. +39 (0)332 78 5466
 Email:  mailto:[EMAIL PROTECTED] [EMAIL PROTECTED]
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 WWW:  http://rem.jrc.cec.eu.int http://rem.jrc.cec.eu.int

 The views expressed are purely those of the writer and may not in any
 circumstances be regarded as stating an official position of the
 European Commission.



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Re: [ai-geostats] kriging proportions

2004-06-10 Thread Pierre Goovaerts
Hi Marc,

You may want to look at the following paper:
de Gruijter, J.J., Walvoort, D.J.J., van Gaans, P.F.M., 1997.
Continuous soil maps --- a fuzzy set approach to bridge the gap
between aggregation levels of process and distribution models.
Geoderma 77, 169--195.

The authors describe compositional kriging to interpolate class
memberships, and they have incorporated additional constraints into
the kriging system to ensure that all estimates are positive
and add up to a constant (1 in this case).

Cheers,

Pierre Goovaerts


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, 10 Jun 2004, Marc-Olivier Gasser wrote:

 Hi everyone,

 Lets say we have measured three soil particule size values for clay, silt
 and sand, all adding to one.

 cl + s i + sa = 1

 What would be the best way to take into account each particule size, so the
 interpolated values still add up to one?

 Is there any geostatistical process that can handle this?

 I have tried interpolating parameters caracterising different particle size
 distribution functions (in the case where there are more than 10 particule
 sizes) but this adds errors to the modelling and some parameters don't
 necessarily exhibit spatial correlation.

 Maximum autocorrelation factor kriging has been suggested such as in:

 A. J. Desbarats and R. Dimitrakopoulos. Geostatistical Simulation of
 Regionalized Pore-Size Distributions Using Min/Max Autocorrelation Factors.
 Mathematical Geology, Vol. 32, No. 8, 2000.

 but I haven't found many statistical packages implementig this procedure.

 What other possibilities are there?

 Best regards,
 Marc-Olivier




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Re: AI-GEOSTATS: Automated Variogram modelling

2004-04-04 Thread Pierre Goovaerts
Hello,

The issue of automatic versus manual modeling of semivariogram
has been the subject of much debate in the past.
In my graduate class, I used to ask the students to model their
experimental semivariograms first manually (i.e. bye eye), then using
non-linear regression. The resulting models were then used in kriging
and cross-validation allowed them to assess the prediction
performances of both types of models. Most were surprised to find out
that manually fitted semivariograms could lead to more accurate
predictions than automatically fitted ones. The take-home lesson
was that the modeling of the semivariogram is usually a preliminary step
towards prediction or simulation, and influence partially their results.

Automatic semivariogram modeling is useful to model complex anisotropies
as long as the experimental semivariograms are reasonably well defined and
also when multiple semivariograms need to be modeled (i.e. indicator
kriging). In addition, working now for a software RD company and
developing new applications of geostatistics to health science, I have
to keep in mind that most users migth not have the necessary background to
compute and model semivariograms. The challenge is then to find a
procedure to achieve meaningful fits without asking much from the user...

The issue of automatic versus manual modeling is particularly important
when data are sparse, making the semivariogram erratic... Then the
modeling procedure is more than a mere exercice of fitting a curve to
experimental values. It aims at creating a model for the spatial
variability of the phenomenon under study and it relies greatly
on ancillary information (e.g. magnitude of nugget effect, directions of
anisotropy) typically provided by expert knowledge.


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 Mon, 5 Apr 2004 [EMAIL PROTECTED] wrote:

 Hi all,
   I have a couple of questions for the list.

 I understand that most theoretical variograms are fit by eye, and I was interested in
 gauging the usefulness of automated (purely data-driven) estimation for theoretical 
 variograms.

 i.e. Would it be useful to practitioners to be able to fit to be able to fit 
 something like a
 'constrained spline' as the theoretical variogram function to give your kriging 
 results?
 (the spline could be constrained to be positive-semi-definite)


 1. Is this something that has been examined in detail in the past?
 2. If not - would it be something that geostatisticians would find useful?


 Any thoughts and references on this matter would be most welcome.

 Many thanks in advance,
 Matthew Pawley



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RE: AI-GEOSTATS: testing sample number

2004-03-31 Thread Pierre Goovaerts
Hi Mark,

For each number of samples you wish to eliminate,
you really need to repeat the sampling many times in order
to account for sampling fluctuations in the assessment
of prediction performances.
The procedure need to be automated and you won't avoid
having to modify a program (i.e. Gslib kt3d whose source code
is distributed freely) to implement the hundreds or thousands of
run needed for a thorough analysis. Just as an illustration
of the kind of fluctuations you can expect if you select
randomly 100 subsets of the same size, look at the following
paper that can be downloaded from my webpage:

Saito, H. and P. Goovaerts. 2000. Geostatistical interpolation of
positively skewed and censored data in a dioxin contaminated site.
Environmental Science  Technology, vol.34, No.19: 4228-4235.

Regards,

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 Wed, 31 Mar 2004, Mark Dowdall wrote:



 Hello

 This is  a newbie question but I have been all over the Faqs and cannot
 find an answer.

 Any help is appreciated and a summary of answers will be posted.

 I have a set of data that was taken over a particular area. I have
 kriged and contoured and am happy with the results.

 But I need to demonstrate, within the bounds of the
 study/analysis/assumptions, that the number of samples taken was
 sufficient to describe the area.

 So my plan was to demonstrate that for a cetain number of samples the
 variance in the estimates had reached a value that could not be reduced
 efefctively  by increasing sample number.

 And I thought this could be done by eliminating at random a point (so I
 have x-1 data points), kriging the remainder with the chosen parameters
 and checking the relevant parameters. (x is the number of actual
 samples)

 Then eliminating two points at random (x-2), repeating and so on.
 Eventually only 1 point being left.

 But.if I eliminate the first point at random, does it matter which
 point is eliminated? Or in the first instance (x-1 points) should I do
 the process for all possible samples and take an average of the
 estimation uncertainty?

 I am using GEOEAS and this could take a long time as all possible
 permutations of for example x-20 could be quite large.

 I did download Explostat which has a feature that sems to do this
 automatically but the manual is not great and the software is a little
 impenetrable.

 If anyone can shed light on this I would be most grateful.

 Thanks in advance

 M.dowdall

 Ie.



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Re: AI-GEOSTATS: spatial structure

2004-03-26 Thread Pierre Goovaerts
Hi Jose,

You can certainly compute semivariograms in the two cases
you mentioned in your email, although the interpretation of the
graph is not always straigthforward when you compare indicators
to continuous variables.
Examples of indicator cross semivariograms for categorical
and continuous variables can be found in:

Goovaerts, P. 1994. Comparison of CoIK, IK and mIK performances for
modeling conditional probabilities of categorical variables. In R.
Dimitrakopoulos, editor, Geostatistics for the Next Century, pages 18-29.
Kluwer, Dordrecht.

Goovaerts, P. 1994. Comparative performance of indicator algorithms for
modeling conditional probability distribution functions. Mathematical
Geology, 26(3):389-411.

I have also computed cross variogram between categorical indicators
and continuous variables, although this work has never been published..
My plan was to use this semivariograms in cokriging and I looked
also at ways to interpret the shape of these graphs.
I believe you have should have mentioned the objectives of your
analysis in your initial email, I bet you don't compute cross
semivariograms for the pleasure...

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 Fri, 26 Mar 2004, [ISO-8859-1] José Manuel Blanco Moreno wrote:

 Hi list,
 I hope my question is not too basic, but I've been searching in the
 literature and mail archives from ai-geostats  I couldn't find any
 clear answer.
 The same way there is the cross-semivariogram to describe the spatial
 relationship between two continuous variables and the indicator
 semivariogram (semivariogram of indicator variables):
 -it is possible to use the cross-semivariogram for two indicator variables?
 -can be used to describe the spatial distribution of a continuous
 variable in relation to a indicator variable?
 -any reference on this subject?

 Thank you very much.

 --
 José Manuel Blanco Moreno
 Ph.D Student

 ---
 José-Manuel Blanco-Moreno

 Dept. de Biologia Vegetal (Botànica)
 Universitat de Barcelona
 Av. Diagonal 645
 08028 Barcelona
 SPAIN
 ---

 phone: (+34)93.402.1471
 fax: (+34)93.411.2842
 e-mail: [EMAIL PROTECTED]




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Re: AI-GEOSTATS: mysterious kriging output

2004-03-09 Thread Pierre Goovaerts
Hello,

I agree that in many environmental datasets we could question the
assumption of existence of a single population. Although there are
ways to split the data into several populations, the key issue is
that the study area needs also to be stratified into several populations.
In some fields, such as geology, geological maps could provide
a stratification of the study area and helps delineating the boundaries
between populations. This is far less obvious for environmental
data sets.

Looking at Noemi's maps, I would agree with Richard's comment that
nothing seems to be out of the ordinary. Of course, when dealing with
streams the data configuration is far from optimal and screening effects
abound. Also, the strong anisotropy ratio means that we deal with
a zonal-like anisotopy which might cause sudden changes of covariance
for slight difference of angles. In particular, this covariance model
could lead to very small correlations off the two main axes of anisotropy,
which could explain the larger kriging variance observed along the
diagonal directions.

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 Tue, 9 Mar 2004, Monica Palaseanu-Lovejoy wrote:

 Hi,

 I am working myself with pollution data in soils and i have very high
 values very close to very low values, and highly skewed
 distribution. I am more and more concerned with doing kriging on
 transformed data. This simply means we believe the data came
 from only one population. But what if it comes from 2 different
 populations representing 2 different polluting processes? Much
 more if we do believe there are no gross error measurements. The
 fact that high values are very close to low values would tell me that
 the spatial autocorrelation is violated locally. I would try first to see
 if the outliers (local and global) represent a different population, if
 these values cluster or not, how significant is the association high-
 low values, and if the global Moran's I increases if i eliminate the
 outliers. Maybe the majority of the data which have a higher
 spatial autocorrelation belong to a better expressed diffusive
 process, (maybe an older one) while the rest of the data which
 were identified as outliers before, represent a more patch-y or point
 source pollution process which didn't have time to diffuse over the
 entire study area (a younger process, maybe?).

 Of course if you have proof that the data came from only one
 population then  it is a different story.

 I will really appreciate to hear other opinions about these thoughts.

 Thanks,

 Monica

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Re: AI-GEOSTATS: Microgeostatistics

2004-03-07 Thread Pierre Goovaerts
Steven,

There have been several papers published about the application of
geostatistics to microbiology (e.g. Rossi, Robertson, or Webster),
and several of them are listed in the review paper that you can download
from my webpage
(http://www-personal.engin.umich.edu/~goovaert/publication.html):

Goovaerts, P. 1998. Geostatistical tools for characterizing the spatial
variability of microbiological and physico-chemical soil properties.
Biology and Fertility of Soils, 27(4): 315-334.

I also remember a study where geostatistics has been used to study
the spatial distribution of bugs on the roots of a plant. Of course,
multiple studies have dealt with the study of miscroscopic imagery,
including the one I presented at a recent conference on analysis
software for microscopy imagery (see pdf slides at
http://www-personal.engin.umich.edu/~goovaert/publication.html)

Hope it helps,

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 Sun, 7 Mar 2004, Steven Rogers wrote:


 Hi list members,



 I'm working in microbial ecology and am interested in finding
 information about spatial analysis or interpolation at extremely small
 scales (millimeters, microns, etc.)., especially as related to survival
 and fitness of microorganisms. I've coined the term,
 microgeostatistics to describe this subject. I could be wrong, but it
 seems like there is comparatively little information on this general
 area.



 Any suggestions are greatly appreciated!



 Steven Rogers

 Ecostat, Inc.

 ***
 Steve Rogers

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Re: AI-GEOSTATS: polygon kriging

2004-02-21 Thread Pierre Goovaerts
Dear Lorenz,

The easiest way to proceed would be to discretize your polygon
using a grid, use stochastic simulation to simulate values within
the polygon, and estimate the block value as the arithmetical average
of these simulated point values.

The advantage is that you can empirically estimate the variance of
your block estimate from the distribution of simulated block values.

It would be fairly easy to implement this procedure using gslib
simulation routines. You just need to make sure that only the
grid nodes within the boundaries of the polygon are being simulated
(you can not just simulate a rectangular grid and a posteriori
eliminate the values simulated outside the limits). This requires
a if statement inside sgsim or sisim to skip any grid node
falling outside the boundarie (just define a grid of indicator values
that would be one if inside and zero if outside the limits of
the polygon, and read this grid at the beginning of the simulation).

Best regards,

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 Fri, 20 Feb 2004, Lorenz Dobler wrote:

 hello list,

 i would like to assign the principles of block-kriging to user defined
 (=irregular) polygons. some questions about it:

 1. what do you think about this idea ?
 2. is there any software that can do this allready ?
 3. does anyone of you have practical experiences with this approach ?
 4. is there a realistic possibility to change existing gslib libraries to do
 kriging with irregular polygons instead of regular blocks (problem: finding
 center [of gravity] for each irregular polygon and defining appropriate
 search neigbourhood !!) ?

 hope someone can help

 kind regards

 Lenz Dobler

 Universität Münster
 Institut für Geoinformatik
 Robert-Koch-Strasse 26-28
 D-48149 Münster

 Tel.: 0251/83-30089
 Fax: 0251/83-39763
 email: [EMAIL PROTECTED]


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Re: AI-GEOSTATS: Sequential simulation

2004-02-16 Thread Pierre Goovaerts
Hi,

Your question is puzzling.
First, you should clarify what you mean by zero inflated distribution.
Second, a normal score transform should by construction always yield
a set of normal scores with zero mean, hence it is unclear why you
get an average of -1.
Note that if your variable takes only a few values or if there is
a large proportion of data below the detection limit or equal to zero,
a normal score transform that artificially despikes these similar
values might not be the most appropriate approach.

Pierre Goovaerts



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 Mon, 16 Feb 2004, [ISO-8859-1] José Manuel Blanco Moreno wrote:

 Hi, list,
 I'm working on simulation (again) with sgsim (gslib) and I've found
 something that troubles me...
 I'm trying to simulate a variable that has a zero inflated distribution
 (weed counts), and I proceed as follows:
 -calculate the normal scores variogram for that variable.
 -fit the model (the total sill sums slightly more than one)
 -especify the details for simulation ... and run it.

 And then comes the problem: in the debugging file appears a rather
 pretty question asking if the variance is near one (when it is clear it
 is not; my variance is about TWO!) and if the mean is near zero (when,
 again, it is not near zero, but near minus one).
 I suppose that this is generated by that zero inflated distribution.
 Is that true?

 Another question; Could this affect the validity of simulation? Should I
 proceed in another way (v.g. Indicator simulation)?

 Thank you for any light shed on this question.

 --
 ---
 José Manuel Blanco Moreno

 Dept. de Biologia Vegetal (Botànica)
 Universitat de Barcelona
 Av. Diagonal 645
 08028 Barcelona
 SPAIN
 ---

 phone: (+34)93.402.1471
 fax: (+34)93.411.2842
 e-mail: [EMAIL PROTECTED]




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Re: AI-GEOSTATS: working with gslib90

2003-12-30 Thread Pierre Goovaerts
Hello,

In order to see error messages when running Gslib programs,
you should open a command prompt window and run the program
from there (just select the icon of the program and drag it to the
prompt window... this window won't close once the program has run).
Note that if Gslib program does not find a parameter file in
the directory where you are running the program, it will automatically
create a default one that you should modify before running
the program again.

Happy holidays!

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 Tue, 30 Dec 2003, [iso-8859-1] snehamoy chatterjee wrote:

 hi!
 i want to work with gslib90. i have downloaded the
 software. it has 13 exe files. when i want to work
 with any one of those files it wants parameter files.
 and when i am giving the name of the parameter file
 the window is disappeared. what is the problem with
 me? i have not able to proceed furthar.
  please suggest
 snehamoy

 =
 snehamoy chatterjee
 dept. of mining engg.
 iit kharagpur
 midnapur-721302


 
 Yahoo! India Mobile: Download the latest polyphonic ringtones.
 Go to http://in.mobile.yahoo.com

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Re: AI-GEOSTATS: Detecting spatial autocorrelation in highly non normal data

2003-11-20 Thread Pierre Goovaerts
Hello,

I agree that in most situations testing for spatial correlation
is not very informative since the null hypothesis of spatial
independence is unrealistici and its rejection is trivial.
This is why at Biomedware we are working on tests
of hypothesis where the null hypothesis is a particular spatial pattern.
Stochastic simulation allows one to generate many realizations of this
spatial pattern that are then used to derive the distribution of the
test statistics. More information can be found in the following
publication: http://www-personal.engin.umich.edu/~goovaert/liebisch.pdf

Cheers,

Pierre Goovaerts


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, 20 Nov 2003, Volker Bahn wrote:

 The problem is not unique to testing significance of spatial correlation.
 Any traditional hypothesis test is non-sensical as you describe because we
 ALWAYS know that the null hypothesis is wrong. The question of interest is
 how wrong it is and whether the detected effect is of practical consequence.
 However, a hypothesis test does not test practical relevance of an effect
 but statistical power to detect it, which depends on sample size, inherent
 variability and also on effect size. Given a large enough sample size, one
 will always reject the null hypothesis. Why then do people still hold on to
 hypothesis tests? Because it gives them a false sense of objectivity. No one
 wants to admit that the judgement of whether an effect is of practical
 consequence is a to a certain degree inherently subjective decision (as is
 the level of alpha etc).

 Cheers

 Volker


 - Original Message -
 From: Edzer J. Pebesma [EMAIL PROTECTED]
 To: [EMAIL PROTECTED]
 Cc: [EMAIL PROTECTED]
 Sent: Thursday, November 20, 2003 5:11
 Subject: Re: AI-GEOSTATS: Detecting spatial autocorrelation in highly non
 normal data


 | Trevor,
 |
 | I always wonder what the value of testing significance of spatial
 | correlation is, and never advise to do it. See, if data are spatial, it
 | is extremely unlikely that they are spatially uncorrelated. Rejecting
 | the test is usually only a matter of collecting sufficient evidence,
 | and not at all an interesting finding, because the data were spatial.
 |
 | Probably a more real problem is: to what extent does the spatial
 | correlation present (which may be very weak!) mess up an analysis
 | that assumes independence of observations. If you choose for
 | an analysis method that addresses spatial correlation, you're always
 | on safe ground.
 |
 | If your data were collected using some form of random sampling,
 | analysis based on independent observations is perfectly valid for
 | estimating areal mean values. This does not imply that data are
 | spatially uncorrelated, but just that they may be treated independent
 | because of the sampling scheme.
 | --
 | Edzer
 |
 | [EMAIL PROTECTED] wrote:
 |
 | Hi Folks,
 | 
 | I'm hoping someone can help steer me in the right direction.
 | 
 | I have several sets of data acquired from acoustic surveys conducted on a
 | small lake trout lake. The data consist of sampling units aligned in
 | transects. Each sampling unit is 50 m in length. A mean lake trout
 density
 | is associated with each sampling unit.
 | 
 | I'm interested in examining whether any significant spatial
 autocorrelation
 | in the exists in the observed distribution of lake trout. The data are
 | highly non-normal with 75-90% of the observations being zero. Log and Ln
 | transformations do not normalize the data.
 | 
 | I've been doing some reading and it seems that most methods of
 quantifying
 | spatial autocorrelation require some kind of normality in the data. Any
 | suggestions on how I might proceed with these data?
 | 
 | Thanks in advance for all suggestions.
 | 
 | Apologies for the simplicity of the question, but I'm just beginning my
 | foray into spatial statistics.
 | 
 | Trevor Middel
 | 
 | --
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 any useful responses to your questions.
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 | 
 | 
 |
 |
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Re: AI-GEOSTATS: Information about Kriging 3D and semivariogram in 3D

2003-11-08 Thread Pierre Goovaerts
Hi Lisa,

I would recommend that you look at Chapter 16 of Isaaks and Srivastava's
book An introduction to Applied Geostatistics which offers a very nice
description of how to model semivariograms in different directions and
up to 3 dimensions. You can also refer to the following paper:
Barabas, N., Goovaerts, P. and P. Adriaens. 2001. Geostatistical
assessment and validation of uncertainty for three-dimensional dioxin data
from sediments in an estuarine river. Environmental Science  Technology,
35(16): 3294-3301.

Best regards,

Pierre Goovaerts



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, 6 Nov 2003, [iso-8859-1] lisa pizzol wrote:


 Hello to everybody,



 I have to build a semivariogram in 3D and I need to know if I can use 
 the same concepts used for the 2D semivariogram or if the theory is different. For 
 example how can I consider the distance? In one article they said that I can first 
 build the semivariogram in the horizontal direction in order to find the values of 
 sill, range, nugget and the equation of the semivariogram. After this I can use 
 these information to find the range in the vertical direction. Do you know any 
 references that explain exactly how to do it?

 Thank you very much.


 Lisa



 -
 Yahoo! Mail: 6MB di spazio gratuito, 30MB per i tuoi allegati, l'antivirus, il 
 filtro Anti-spam


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Re: AI-GEOSTATS: Back transforms and simulations

2003-10-18 Thread Pierre Goovaerts
Hi Chris,

The back transform of simulated values is very easy to perform.
Just take the exponential of the simulated values since you are
not trying to estimate the mean of the local probability distribution
in the original space, but only a quantile of this distribution.
Note that if you perform SGS using Gslib, there is a built-in
normal score transform and back-transform in the program, which is
more flexible than the lognormal transform.

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 Fri, 17 Oct 2003, Chris Lloyd wrote:

 Hello,

 The subject of logs and back transforms has been discussed a great deal
 on the list and I've seen much material concerning back transforms
 following kriging of log transformed data (e.g., the approach outlined
 by Cressie in his book 'Statistics for Spatial Data' and many other
 texts). However, I am unsure how to proceed if the objective is
 simulation.

 I have applied sequential Gaussian simulation to log (base 10)
 permeability data and I want to back transform the simulated
 realisations. I would be grateful for any suggests from list members as
 to how best to back transform the values in this case. There are too few
 data to make an indicator approach feasible.

 I will post a summary of answers. Many thanks in advance.

 Chris Lloyd





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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



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Re: AI-GEOSTATS: Variograms fractals

2003-07-27 Thread Pierre Goovaerts
Dear Gregoire,

Although I am still living in the Northern hemisphere
and today is my wedding anniversary, I will answer
your question..:) In fact I have recently reviewed a
paper dealing with 2-D fractal analysis and I found
the following reference to be of great interest:
Butler et al. (2001) Characterization of the structure
of river-bed gravels using two-dimensional fractal analysis.
Mathematical Geology, 33(3): 301-330.

If the variability is isotropic, you can indeed derive the 2D fractal
dimension by adding 1 to the dimension estimated from the omnidirectional
semivariogram.

In presence of anisotropy, the authors present 2 different approaches:
1. Estimate the fractal dimensions from directional semivariograms,
and by analogy with the rose diagram of ranges they built rose
diagrams of fractal dimensions.
2. Construct variogram maps/surfaces  and estimate fractal dimensions
from semivariance profiles sampled along specific directions.

Again this paper is nicely written and discusses methodological issues
related to 2-dimensional fractal analysis.

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 Sun, 27 Jul 2003, Gregoire Dubois wrote:

 Good day to the Southern hemisphere !

 I presume many are on holiday in the northern hemisphere, hence I hope to get
 more feedback from the South :)

 In a paper published in Nature (Nature, 1981, Vol. 294, pp. 240-242: Fractal
 dimensions of landscapes and other environmental data), Peter Burrough
 investigates the fractal dimension of various environmental data by mean of
 the slope of the log-log plot of the semivariogram. As a result, Burrough gets
 for each variable investigated a fractal dimension that is fluctuating between
 1  2, as it is the case for 1 dimension. The author suggests the use of D to
 as guide for further mapping and interpolation.

 Burrough estimated D assuming that the real data are but a series of
 regularly spaced samples of the Weierstrass-Mandlebrot function over
 one-dimensional space or time

 My questions are the following ones: what are the pratical consequences in
 making the above cited main assumption, that is using spatial data distributed
 in 2 dimensions and to consider the variogram as if the data were sampled in
 one dimension, like in a transect?

 Can one reasonably extrapolate (that is adding +1 to the fractal dimension
 obtained above from the log-log plot of the semivariogram) the fractal
 dimension in a pseudo 1-dimension to a 2-dimensional problem if the
 investigated phenomenon does not show any anistropy ?

 Thanks for any feedback.

 I will summarise useful replies  references.

 Gregoire





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Re: AI-GEOSTATS: A question about SASIM

2003-07-15 Thread Pierre Goovaerts
Hello,

First you have to see what is the perturbation mechanism used in the
program: random swapping or random sampling of target histogram.
In the first case, the initial image typically reproduces the
target histogram and so it won't be affected by the pertubations.
In the second case (which I believe is implemented in your
version of sasim), poor reproduction of target histogram might indicate
the need for increasing the relative weight assigned to this
objective function component. Note that with only 42 observations
both target histogram and semivariogram might not be highly reliable
and deviations from these targets should be allowed.

Regards,

Pierre Goovaerts


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 Tue, 15 Jul 2003, [big5] ¦¨¥J wrote:

 Hello all members.
 I  have a question about the subroutine SASIM in Gislib.
 I have 42 sample data and  analysis it's spatial correction structure (variogram) , 
 then i use the information of it's histogram , variogram and indicator variogram 
 into SASIM to generate several realizations.
 But the histogram of these realizations can't honor original sample data.
 Is any thing wrong in the procedure and is there any special techincque to adjust 
 the parameter of annealing schedule ?
 Thank you for reading this message.
 Best Regards.

 Fan Cheng Cheng.
 National Chengkung University in Taiwan.
 E-mail: [EMAIL PROTECTED]





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Re: AI-GEOSTATS: global vs local ordinary kriging

2003-07-08 Thread Pierre Goovaerts
Hi Ulrich,

It's not an easy question. First note that the search strategy
includes not only the size of the search window but also the maximum
number of observations. In may occasions, I set the search radius
to a very large distance and use the number of observations as
the controling parameter. Using too many observations or too large
search windows may lead to oversmoothing, while estimates based on
low number of observations (say less than 8 in 2D) might not be
very reliable. Of course it depends also on the relative nugget effect.
If it is large, even further away observations will receive a
significant weight.

In practice, global search windows are seldom used because:
(1) no reliable semivariogram values are available
for so large distances, (2) the size of the kriging system is
likely very large, and (3) the stationarity assumption
within the search window might become questionable.

The best way to proceed would be to do some cross validation
using various search strategies and investigate their impact
on re-estimation scores.

Regards,

Pierre Goovaerts



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 8 Jul 2003, Ulrich Leopold wrote:

 Dear list,

 What would you consider the most reliable ordinary kriging estimate? To
 use a local search neighbourhood (slightly bigger than the effective
 range) or set to global to include *all* data locations?


 Ulrich


 --
 __

 Ulrich Leopold MSc.

 Department of Physical Geography
 Institute for Biodiversity and Ecosystem Dynamics
 Faculty of Science
 University of Amsterdam
 Nieuwe Achtergracht 166
 NL-1018WV Amsterdam

 Phone: +31-(0)20-525-7456 (7451 Secretary)
 Fax:   +31-(0)20-525-7431
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Re: AI-GEOSTATS: Declustering

2003-07-05 Thread Pierre Goovaerts
Hi Oliver,

I don't know which algorithm you are using to compute these declustering
weights but there is something wrong in your rescaling procedure.
These declustering weights are proportional to the size of the polygon
of influence of each observation and they can not be negative.

Regards,

Pierre Goovaerts



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 Sat, 5 Jul 2003 [EMAIL PROTECTED] wrote:

 hello list,
 to get the global mean of my data set (484 observation wells) and
 as a prerequisite for Normal Score Transformation with GSLIB, i
 declustered my data with polygonal declustering. When
 standardizing the weights to 1, so that the weights sum up to the
 number of data, I receive some negative weights. this results in
 negative values for the observations (nitrate concentration). how do
 i have to interpret this ? does this require a special treatment? skip
 them? as I mentioned before, i want to normal score transform the
 data set prior to simple kriging.
 many many thanx for some help in advance.
 Regards,
 Oliver




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Re: AI-GEOSTATS: SA using GSLIB

2003-06-13 Thread Pierre Goovaerts
Dear Uwe,

The interpretation of the nlag parameter in sasim
can be somewhat confusing. It corresponds to the number
of lags in all directions to be incorporated in the objective
functions, not the class of distance for the semivariogram
model. For example, to reproduce the variogram for
the 1st lag distance of 0.5 km in all directions,
you need to specify nlags=8, which corresponds to
the number of cells in the direct neighborhood of the cell
being simulated. For reproducing the 2nd class of distance
of 1km, nlags should be 24. So the formula to use to
reproduce K classes of distances would be
nlag=[(2K+1)^2]-1. So if you want to reproduce the variogram
up to a distance of 20 kms using a grid size of 0.5km
nlag=[(2x40+1)^2]-1=6560! I have recently looked at ways
to sample this set of lags since it is clearly impossible
to afford such a large number of lags in the objective function.
For example, only a random subset of these 6,560 possible lags
would be reproduced. This is a limitation of the simulated annealing
algorithm (would be even worst in 3D) and any other suggestions
would be much appreciated.

Regards,

Pierre Goovaerts



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 Fri, 13 Jun 2003, Uwe Haberlandt wrote:

 Dear all,

 I have a question concerning the simulated annealing module within GSLIB
 (f77v2 and f90). I'm using kilometers as units with grid spacing of 0.5
 km and wanted a reproduction of the variogram up to a distance of 20 km.
 The range is 10 km. However for different nlags set in the parameter
 file (e.g. 20, 40, 80,120) the debugging file reports variogram values
 (actual and model) much lower than expected. In the debugging file the
 model variogram does not reach the sill not even with nlags=120. How is
 nlags interpreted and what is reported in the debug file?

 Any help is greatly appreciated
 Regards
 Uwe


 **
 Dr. Uwe Haberlandt
 Ruhr University Bochum
 Institute for Hydrology, Water Management
 and Environmental Engineering
 Universitätsstraße 150
 44780 Bochum
 Germany
 Tel.: +49 (0)234-32-27619
 Fax.: +49 (0)234-32-14153
 e-mail: [EMAIL PROTECTED]
 www: http://www.ruhr-uni-bochum.de/hydrology/
 **




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Re: AI-GEOSTATS: Simulation and data

2003-06-08 Thread Pierre Goovaerts
Hi Joe,

After the backtransform, the distribution of simulated values
at each node is not Gaussian anymore and its variance can be
used as a local index of uncertainty, which accounts for both
the range of surrounding values and their closeness in
terms of data configuration.

Regards,

Pierre Goovaerts



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 Mon, 9 Jun 2003, Joe Geo wrote:

 Dear ai-geostats

 A question about simulation

 I understand in the simulation methods SGS that each node the data a kriging
 is performed than an value is drawn from a normal distribution with the
 local mean (from data and previously simulated nodes captured in a search
 neigbourhood) and variance defined by the kriging variance.

 My understanding of kriging variance is that this variance  is really an
 index of data configuration independent of the data values.  This leads to
 my question.

 How a set of multiple simulations capture information about the variability
 of conditioning data values when the kriging variance is only a data
 location index.  Specifically, it is possible to have the same conditioning
 data configuration but the variability of the values attached to the data
 can be quite different.  How is this recognised in the simulation process.

 Thanks

 Joe

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Re: AI-GEOSTATS: Raingauge network design

2003-04-03 Thread Pierre Goovaerts
Hello,

You may want to visit Jan-Willem van Groenigen webpage
agronomy.ucdavis.edu/groenigen/ where you can download
Sanos software that implements the constrained optimization
of spatial sampling he developed in his Ph.D.

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
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On Thu, 3 Apr 2003, M.J. Abedini wrote:


 Dear Colleagues

 I checked the simulated annealing of GSLIB to see if it is ready to be
 used for the purpose of raingauge network design. I realized that some
 further coupling has to be done in this regard. I was wondering if there
 is any SA software which has already been tailored for this purpose.

 Your comments with regard to contact person, web site and ... is greatly
 appreciated.

 With best wishes
 MJA


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Re: AI-GEOSTATS: factorial cokriging in 2 steps??

2003-03-31 Thread Pierre Goovaerts
Dear Jean-Philippe,

Your question is somewhat puzzling. In fact, in all rigor
factorial kriging is already a kind of cokriging since
you are estimating a variable (i.e. spatial component)
from another variable (raw measurements).
Are you trying to estimate regionalized factors, that
is perform multivariate factorial kriging, or do you
want to filter your seimic data and use it as secondary
information to estimate another variable?
I used a similar approach in:

Goovaerts, P. 1999.
Accounting for scale-dependent correlation in the spatial prediction
of soil properties. In A. Soares, J. Gomez-Hernandez, and R. Froidevaux,
editors, geoENV II - Geostatistics for Environmental Applications.
Kluwer Academic Publishers, Dordrecht, pages 405-416.

Regards,

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 Mon, 31 Mar 2003, [iso-8859-1] Jean-Philippe Goyen wrote:


 hello ai-geostatisticians,

 I am trying to program factorial co-kriging for filtering of seismic amplitudes. But 
 I didn't find anywhere the algorithm or even matrix formulation of the system to 
 solve. As I am more a computer-scientist than a geostatistician, I am not sure of 
 setting the rigth system to solve.

 So I was just wondering if it would be correct to perform factorial kriging of my 
 two sets of data (as I could obtain decomposed variograms), and then cokrige the 
 results ? (hope my question has a sense).

 Thank you very much for any advice or reference.

 Jean-Philippe Goyen



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Re: AI-GEOSTATS: autocorrelation indicators

2003-03-29 Thread Pierre Goovaerts
Hi Christophe,

I might have misunderstood your question but since the semivariogram
is a measure of dissimilarity while the Moran I is a measure of
similarity, I would expect that they vary in opposite ways.
The issue is whether you want to test or not whether the
difference in correlation is significant, and for
this the Moran I would be better suited since expressions exist
to compute confidence intervals.

Regards,

Pierre Goovaerts



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, 27 Mar 2003, Christophe Z Guilmoto wrote:

 Hello,
 I was wondering if someone could help me answer a basic question about the
 spatial autocorrelation (SAC) for a set of socioeconomic variables:

  is variable X more spatially correlated then variable Y for short
 distance lags?.

 I am using for that purpose the values of Moran index (MI) and the
 semivariogram (SV, expressed as percentage of overall variance) computed
 for variables X and Y. The sample is large enough (n500), but there is a
 drift (South-North) that I don't want to correct, as it is part of the
 phenomenon I want to examine (why this is so is a different matter altogether).

 My problem is that I sometimes find some kind of discrepancy between both
 SAC indicators. For example, MI values may be higher for variable X than
 for variable Y (meaning  higher SAC for X), while for the same distance
 lag, SV is actually lower for Y than for X (meaning higher SAC for Y).

 I presume that non-stationarity of variables X and Y may be the cause for this.

 I would prefer to use the SV since its definition (as half the average
 squared difference between observations) makes it more convenient for
 comparison. Moreover, Moran's values are also at times greater than 1 for
 short distance lags (which is a bit embarrassing to explain to
 non-geostatisticians).

 However, MI is the most common used SAC indicator in social sciences
 because of its similarity to ordinary correlation coefficients. So , what
 is the best way to compare SAC across variables? Which index should I use
 in case the variable is not stationnary ? Your observations and suggestions
 are welcome.

 All further references to papers or other sources examining these
 measurement problems would also be helpful.

 Thanks

 CZG


 Christophe Z. Guilmoto
 Demographe, IRD
 CEIAS-EHESS
 54, Boulevard Raspail
 75006 Paris  France
 Tél.: 06 67 19 87 10 ou 01 53 72 97 45



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Re: AI-GEOSTATS: border effect?

2003-03-21 Thread Pierre Goovaerts
Dear Gregoire,

Extrapolation is always hazardous.
If the search window includes some of these positive values,
you should expect that the kriging estimate is non-zero
since more likely these values are assigned a non-zero
kriging weights. Remember that even if observations are
located beyond the range of correlation, they still receive
non zero kriging weights in ordinary kriging.

Hope it helps

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 Fri, 21 Mar 2003, Gregoire Dubois wrote:

 Dear members,

 analysing a set of data, in which positive values, located in the middle of
 the investigated area, are surrounded by null values, I obtained non- zero
 values outside of the investigated area (what I called here a border
 effect). My variogram is a simple exponential model with no nugget effect (a
 spherical one generates the same border effect) and I can't find any
 reasonable explanation of this 'problem'. Any hints ?

 Thanks for any help,

 Best regards,

 Gregoire


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Re: AI-GEOSTATS:GSLIB question

2003-03-07 Thread Pierre Goovaerts
Hi Dave,

I have experienced similar problems.
You are right that the computation of vertical semivariograms
shouldn't be affected by azimuth in the horizontal dimension.
If I remember well, you must make sure
to specify non-zero bandwiths and angular tolerances.
Let me know if it helps.

Regards,

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 Fri, 7 Mar 2003, Dave Rennie wrote:

 Hi All:

 Is anyone out there aware of a problem that may exit with GSLIB'S gamv
 when generating semi-variograms in the vertical direction?  I've noticed
 that the results kicked out by gamv vary dramatically depending on what
 azimuth you use.  Theoretically all variograms oriented vertically
 should be the same regardless of the azimuth shouldn't they?

 DR

 --


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 Roscoe Postle Associates Inc.,
 Suite 2000, 1066 West Hastings Street,
 Vancouver, British Columbia
 CANADA   V6E 3X2

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 Fax:  1-604-669-3844
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Re: AI-GEOSTATS: mean of residuals in simple kriging with means

2003-03-01 Thread Pierre Goovaerts
Hi Lorenz,

As long as the mean is known and assumed constant
across the study area, you can apply simple kriging.
There is no need for that mean to be zero.

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 Mon, 24 Feb 2003, Dobler, Lorenz wrote:

 hello list,


 in simple kriging with means the mean of residuals is presumed to be zero.
 if i derive (varying) local means from (correct) regression analysis,
 residuals usually (should) satisfy the condition of zero mean. but if i  use
 predefined/regional (varying) local means i have some problems because the
 mean of residual is far away from zero.

 is it absolutely necessecary in simple kriging with vaying local means that
 the mean of residuals is really zero ?
 if  yes what can i do because my residuals are far awya from zero?

 i would be glad if someone could give some advice

 regards

 Lenz






 Lorenz Dobler
 Bayerisches Geologisches Landesamt
 (Geological Survey of Bavaria)
 Heßstrasss 128
 D-80797 München
 Germany
 Tel.: 0049/(0)89/9214-2756
 email: [EMAIL PROTECTED]
 http://www.geologie.bayern.de/


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Re: AI-GEOSTATS: How reliable are your kriging variances?

2003-02-19 Thread Pierre Goovaerts
Hi Christopher,

I believe you forgot a key assumption, homoscedasticity.
In most situations this assumption is not realistic
and we would like the kriging variance to somehow
depend on the local variability of data.
Rescaling globally the kriging variance to
account for uncertainty about variogram model
won't solve this problem.
Your map might be globally more accurate
but locally it will still fail to indicate
where prediction errors might be larger.

Regarding statistics to account for reliability of kriging variance,
the key question is what do you want to do with that variance.
If it's used to derive local probability distributions
under the multiGaussian model, you can assess
precision and accuracy of uncertainty models
using cross-validation. I addressed this issue
in the following paper:
Goovaerts, P. 2001.
Geostatistical modelling of uncertainty in soil science.
Geoderma, 103: 3-26.
and would be glad to send you a PDF copy of the paper if needed.

Regards,

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 Wed, 19 Feb 2003, Chris Howden wrote:

 G'day all,

 I reckon we need to quantify the reliability of the kriging variance
 map. Because sometimes its going to be an accurate map, and other times
 its going to be way off the mark.

 Imagine the situation when there are two maps with similar kriging
 variances. However when we look at the semivariagram fit one of them
 closely follow the line of fit while the other has a much larger
 scatter. This means that one of the maps is actually much more accurate
 then the other.

 But as maps are currently presented we would never know!!

 Could this be a big problem? I think it could. Particularly when the
 estimation is quite bad, meaning that the variances have been
 underestimated and should likely be much larger.

 One solution could be to make the kriging variances proportional to the
 model fit. Maybe the error between the kriging variance (as estimated
 using the semivariagram) and the estimation variance (using real data
 points) could be used to do this?

 Does anyone know if this has been discussed before? Has it ever been
 considered. Or am I totally off the trail and should activate my GIS
 beacon?




 For those that are interested I'll explain how I got to the above
 conclusion:

 Kriging can be summarised by the following:
 Var(est) = f(weights and semivariance between all points that have a
 positive weight), and we obtain the Var(krig) by minimising Var(est)
 with respect to the weights. This is how we get the weights.

 But in order to do this we need to know what the semivariance between
 the points is. However if we're estimating a point we don't have then we
 can't calculate the semi-variance, so we can't find the appropriate
 weights. However, if we have a model for the semi-variance then we can
 predict what the semi-variance should be using this model and we can
 then calculate the appropriate weights. Which is why we require a
 semivariagram model. So the semivariagram fit is vital in generating not
 only the estimates, but their reliability also.

 What this all boils down to is that the most important thing when
 kriging is the ASSUMPTION that the points used to generate the
 semi-variagram are capable of representing the semivariance for all
 points. As well as the ASSUMPTION that the correct model has been fit,
 and that its a good fit.

 If either of these assumption fails then the kriging variance is
 incorrect.

 More to the point if the model is a poor fit then the kriging variance
 is less likely to be accurate.

 This brought me to my question. Should we have some statitistic that
 quantifies how reliable our kriging variances are?





 Christopher G Howden
 Statistical Ecologist
 Department of Land and Water Conservation
 (Work) 02 9895 7130
 (Fax)02 9895 7867
 (Mob)   0410 689 945


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Re: AI-GEOSTATS: weighted cross-validations?

2003-02-18 Thread Pierre Goovaerts
Hi Gregoire,

I don't remember of any prior discussion on that topic
but I am getting old too..:))
If I understand your problem correctly, you want to
weigh differently prediction errors obtained during
cross validation. In other words you are more interested
in the potential impact of the error than its magnitude,
which sounds reasonable to me. The computation of this impact function
is largely empirical and similar impact values could be obtained
under different scenarios (e.g. large uncertainty at a few
sensitive locations balancing small uncertainty at many non-critical
locations, or small uncertainty at sensitive locations and
large uncertainty at others). Everything will depend on the
way you penalize uncertainty at the different locations
and you can always map uncertainty values.
The interesting question is also: how do you plan to assess
uncertainty about the pollutant concentrations?

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 Tue, 18 Feb 2003, Gregoire Dubois wrote:

 Dear all,

 cross-validation techniques can be used to evaluate the suitability of the
 parameters chosen for an estimation problem.

 Minimising a global error might be too restrictive and might not be suitable
 to solve some practical problems. In the case of a large-scale pollution
 problem, one would obviously try to minimise the uncertainty concerning the
 estimation of the pollutant+IBk-s concentration at sensitive locations (e.g.
 populated areas or fragile ecosystems). Therefore, information on population
 densities for example could be used as a conditioning criterion to define the
 locations where the estimates should be most accurate. Hence, a weighted
 cross-validation approach might be more suitable under such circumstances.

 This sounds nice in theory, in pratice it does not make much sense since
 one may end up with low local uncertainties but with an overall high
 uncertainty reflecting the inadequacy of the model chosen. Still, there might
 be a reasonable balance to be found between the global and local errors.

 I was wondering if some work has already been done on such a topic or is the
 above complete nonsense ?

 Thanks for any feedback,

 Gregoire

 PS: I think I posted something similar in the past but could not find anything
 in the archives and don't remember the discussion if there was any... I'm
 getting old


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Re: AI-GEOSTATS:

2003-02-11 Thread Pierre Goovaerts
Dear Nicole,

We discussed this problem in the following paper:

Saito, H. and P. Goovaerts. 2000.
Geostatistical interpolation of positively skewed and
censored data in a dioxin contaminated site.
Environmental Science  Technology, vol.34, No.19:
4228-4235.

We found that a straight back-transform leads to biased
estimates and suggested to (1) discretize the Gaussian
ccdf (say using 100 percentiles), (2) back-transform each of
these percentiles and (3) derive the estimate as the arithmetical
average of back-transformed percentiles.
I can send you an electronic copy of this paper if you like.

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 Tue, 11 Feb 2003, Nicole Gerlach wrote:


 Question about normal score transformation with regard to kriging.

 I would like interpolate soil-parameters, which have been transformed by the
 normal score transformation before. What should I consider with regard to
 the backtransformation? Is a straight back-transform possible or is there
 any need for a bias correction like in lognormal-kriging?

 --
 Nicole Gerlach
 Institute for Geoinformatics (IfGI) WWU Muenster


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Re: AI-GEOSTATS: Kriging Error vs variance

2003-01-27 Thread Pierre Goovaerts
Hi Russell,

I am assuming you refer to kriging error variance.

If your semivariogram is bounded and has a sill
close to the sample variance, then the simple kriging
estimate will automatically be the global mean
when the kriging variance is the sample variance
(that is when all observations are beyond the range
of spatial correlation). Note that you might
want to decluster your sample mean before using it as global mean.

For ordinary kriging, the kriging variance would actually
be greater than the sample variance because of the
Lagrangian parameter. I don't think I would adopt
a global/sample mean instead of the local mean provided
by ordinary kriging even if the variance of the
estimator is smaller.

However, for kriging with a trend or universal kriging,
I wouldn't trust too much the estimate obtained for
large kriging variance since the extrapolated trend
can be very unrealistic (e.g. negative concentration estimates).

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 Mon, 27 Jan 2003, Russell Barbour wrote:

 Dear List members,
 I am looking for a reference on interpretation of the Kriging error versus the
 sample variance. Am I correct in assumung that in any kriged interpolation
 where the Kriging error is greater than the sample varience then the sample
 mean would be a better estimate at that location?

 Thanks for your help

 Russell Barbour Ph.D.
 Research Associate in Applied Mathematics
 Vector Ecology Laboratory
 Yale School of Medicine
 60 College St. Rm 600
 New Haven CT. 06520
 TEL: 203 785 3223
 FAX 203  785 3604
 email: [EMAIL PROTECTED]




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Re: AI-GEOSTATS: Semivariograms

2003-01-23 Thread Pierre Goovaerts
Hi Valquirio,

This issue has been discussed in the past
and you might find interesting information
in the archives.

I would suggest the use of indicator kriging
to deal with the presence of a large number of
zero values. Use zero as the 1st threshold and pick up
a few other thresholds, then apply indicator kriging to derive
the local distributions of probability the mean of
which can be used for estimation.
Note that in presence of a large proportion of zeros
(say more than 90%) your indicator variogram will
more likely still look erratic.

Pierre


Dr. Pierre Goovaerts
Consultant in (Geo)statistics
President of PGeostat, LLC
and Senior 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, 23 Jan 2003, [iso-8859-1] Valquiria Ferraz Quirino wrote:


 Dear All,

 I am working modeling the distribution of tree parameters (Basal area per ha and 
Number of trees per ha) for an adult strata of a tropical forest. The modeling is 
being done for (1) all species present in the area, and (2) the seven economically 
most important species in the area. The final intention is to use the range to 
improve the sampling technique (if possible less plots for and approximately same 
precision). As the area has been intensively explored, same species are just present 
in less than 10 plots (from a total of 357). For the plots were they are not present, 
I used the number zero to represent a measured 0 m²/ha of basal area (in the first 
case), or 0 trees/ha (in the second case) on the plot. My questions are:

 (1) How should I deal with these zeros while modeling the semivariogram? I am asking 
because I tried using them and the semivariograms look strange (small lags presenting 
sometimes higher semivariances than large lags). In this case, I also tried to 
interpolate (using kriging) for values between my plots. Cross validation (Jack 
knife) shows also an unsatisfatory result (line below the x axis). On my second try, 
I took the zeros out. The semivariogram looks much better. But the kriging is 
unsatisfatory estimating very high values for plots were there aren't trees of the 
studied species at all! Another problem is the number of observations that I used in 
this case: sometimes just 8. Can anyone give me a help?

 (2) Can anyone recommend literature that deals with the use of geostatistics to help 
the planning of number and location of sampling units in forests?

 Thank you very much!!

 Valquiria


 Forst-Ing. Valquiria Ferraz Quirino

 Kappler Straße 57, Zi. 2121, 79117 Freiburg i. Br. Deutschland
 Tel.: +49 761 6806-6204


 -
 Busca Yahoo!
 O serviço de busca mais completo da Internet. O que você pensar o Yahoo! encontra.


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Re: AI-GEOSTATS: cokriging and ked

2003-01-16 Thread Pierre Goovaerts
Hello,

It is my experience that, for a given data set,
the impact of secondary information is usually
more pronounced when using KED (kriging with
external drift) or SKLM (simple kriging with
local means) instead of cokriging.
Several factors will control the relative influence of
secondary information in cokriging, namely
the correlation coefficient, sampling intensity,
and relative nugget effect of primary versus
secondary variables. As I showed in my book, if
the primary variable has a much larger nugget
effect than the secondary variable and the two are
well correlated, the secondary data may screen the
influence of primary data. Try to play with
these parameters and see what would be the impact on
the final map. Although a detailed map might appear
more desirable or better at first glance, beware
that the impact of your DEM can be overestimated
by some techniques and you might end up getting better
re-estimation results for the smooth map.

KED could be performed using the program kt3d in Gslib.

Hope it helps,

Pierre



Dr. Pierre Goovaerts
Consultant in (Geo)statistics
President of PGeostat, LLC
and Senior 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, 16 Jan 2003, Alvaro Silva wrote:

 Hello

 Thanks to all that give me some help on the cokriging (Tom, Donald, Susan
 and Tomislav). By reading Goovaerts (hello thanks for your course in Lisbon
 last November) paper on precipitation estimation including elevation, I
 notice that cokriging presents smooth surfaces, but I think this isn't
 always true. I have tested it for the temperature estimation on Madeira
 Island, and the maps show clearly a relation with altitude although for
 Portugal mainland, i could not achieve yet this detail. I have tested the
 Neural Networks with the same purpose and the resulting map for the annual
 mean air temperature is very good, it captures fine details and presents
 variability very well, also the r between observed and estimated values
 with an independent dataset was very good (0.98). When I decided to test
 also the cokriging to compare the results I was disapointed, because NN
 presents a much better map. Now i try to understand why the CK doesn't give
 results as good as I thought it could give.
 I also would like to test kriging with external drift, does anyone know
 where can I find a friendly and free software to do so, preferencially with
 a tutorial.

 Thanks once again and with my best regards,

 Álvaro



 --
 José Álvaro Mendes Pimpão Alves Silva
 Geógrafo - Técnico de SIG Geographer - GIS Technician
 Departamento de Clima e Ambiente Atmosférico Climate Department
 Instituto de Meteorologia Portuguese Meteorological Institute

 Rua C do Aeroporto
 1749 - 047 Lisboa
 Portugal

 Tel: (+351) 218483961
 Fax: (+351) 218402370
 Email: [EMAIL PROTECTED]



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Re: AI-GEOSTATS: Rodograms for large-scale structures ? (Reposting)

2003-01-16 Thread Pierre Goovaerts
Gregoire,

I believe I borrowed the term large-scale structure
from the 1992 Gslib user's manual, note that the
rodogram is not an option in the lastest release of Gslib.
The terminology might be misleading since we mean
features on the horizontal semivariogram axis (like range)
as opposed to relative nugget effect which is
inferred from the vertical axis of the semivariogram.
This comment is purely empirical and is not backed up
by any theory. Also I wouldn't draw any conclusion
from a statistics computed on 9 observations.

Cheers,

Pierre


Dr. Pierre Goovaerts
Consultant in (Geo)statistics
President of PGeostat, LLC
and Senior 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, 16 Jan 2003, Gregoire Dubois wrote:

 Sorry for this re-posting, but a few signs have been improperly converted
 in my text editor. Here it is again.

 +++

 To my question on the use of rodograms I got the two following references:

 Paul Harris gave me the following:

 Journel A. 1988. New distance measures: the route toward truly non-gaussian
 geostatistics, mathematical geology vol 20 no 4.

 Pierre Goovaerts mentioned at paper presented at the Geostat congress in
 Avignon, 1988.

 Srivastava and Parker. 1989.Robust measures of spatial continuity. in M.
 Armstrong, editor, Geostatistics, pages 295-308, Kluwer, Dordrecht.

 I will certainly have a look at these papers. On the basis of what I have
 found so far, I still have a question about the use of rodograms.

 In Pierre's book, (page 31), the following is discussed: influence of
 extreme values can be reduced by using lower values of the order of the
 variogram (2 = traditional semivariogram, 1= madogram, 1/2= rodogram). On
 page 86, it is further mentioned that relative rodograms and madograms provide
 information (range, anisotropy) on large-scale features. This last point is
 also mentioned in the manual of the GeostatOffice software Rodograms and
 madograms are useful for investigating large-scale structures, where data are
 usually rather rough. If p=2 we get the most traditional measure called
 variogram, it opens finer sides of data correlation and can fail for rough
 data where rodogram and madogram succeed. (see
 http://www.ibrae.ac.ru/+AH4-mkanev/eng/gsoffice/HELP/Appendix.html)

 My original question on rodogram came from a micro scale analysis of 9 points
 located very closely (measurements of radioactivity made on a grid with nodes
 separated by 12 cm). The fact that only the rodogram revealed a clear spatial
 structure (unless you do an audacious regression of the experimental
 semivariogram) might be an artefact due to the very few samples or a correct
 approach if it wouldn't contradict the theory claiming that rodograms are more
 useful for large-scale structures.

 Is this argumentation based on theory or on experience with environmental
 data?

 I would appreciate your feedback about this last point.

 Gregoire

 (Has everyone made a new-year resolution on contributing to AI-GEOSTATS ??
 The activity of the mailing list has been boosted tremendously since the
 beginning of this year).




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Re: AI-GEOSTATS: Indicato Kriging

2003-01-12 Thread Pierre Goovaerts
Hello,

You need to provide more information on your problem.
For example, how many threshold values did you use for
indicator kriging and did you observe large differences between
indicator variogram models (e.g. anisotropy) for different
thresholds. I am also assuming you are using the mean of the
probability distribution obtained by IK (i.e. E-type estimate).
Last how did you interpolate and extrapolate the upper and lower
tails of your discrete distributions.
Nevertheless I am not surprised by your findings.
As long as you are using the same data in these
least square interpolation techniques, you will get
similar results.

Regards,

Pierre Goovaerts


Dr. Pierre Goovaerts
Consultant in (Geo)statistics
President of PGeostat, LLC
and Senior 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 Sun, 12 Jan 2003, [iso-8859-1] Elmidio Estévez Cruz wrote:

 Dear All:

 I´m working with a Au gossan deposit. The data come from grade control of 8 benches 
in the mine. All the histograms show evidences of bimodality .The presence of a 
complex population is geologically explained by the fact that gold is hosted by 
different lithological units (limonite, sandstone, clay etc.), which are mixed and it 
is not possible to separate at present mining scale (5m benches). The variograms of 
Au show a clear spatial structure with a range of around 30m in all benches. Based on 
this spatial correlation some people have proposed to used OK to estimate the Au 
grade in 5x5m block on the other hand the mixture of population indicates the 
violation of stationarity (homogeneity) indispensable for the application of OK. 
According to literature the only method that mitigate this problems is IK. I have 
interpolated the grade using IK but I found a high correlation between OK and IK 
estimates. I also crossvalidated the methods and found similar errors. What could be 
the reason for that? Is there any method to demonstrate which interpolation 
techniques works better in this situation?

 Best regards,

 MSc. Emidio Estévez Cruz

 Dpto de Geología

 Universidad de Pinar del Río




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Re: AI-GEOSTATS: Problem with Variowin 2.2 under Windows XP

2003-01-08 Thread Pierre Goovaerts
Hi Ruben,

I am also working on Windows XP and have
repeated your experiment. I can read the file created
from Excel (option formatted text, space delimited)
with prevar2D and then run Vario2D without any problem.

Pierre


Dr. Pierre Goovaerts
Consultant in (Geo)statistics
President of PGeostat, LLC
and Senior 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 Wed, 8 Jan 2003, Ruben Roa wrote:

 If I understand your question correctly, you are trying to use an EXCEL
 file as an input for Variowin Prevar. Obviously it won't work for several
 reasons (a) Variowin uses the same file format as GEOEAS, a plain ASCII
 file, (b) the data itself is in columns separated by spaces or commas, (c)
 the variable names are in a header, there is also a line with a count for
 the number of variables. You could however save the EXCEL as plain ASCII
 and then use a text editor such as NOTEPAD to generate the required header
 (Don't use WORDPAD, it will insert various
 on-numeric items). The missing value indicator for GEOEAS is  .1E+32 or
 1E+31. In the data columns don't include any non-numeric characters (it is
 possible to have a last column of non-numeric characters, these must be in
 single quotes and the program will ignore them.

 Thanks Donald but it is more complex than that. I'm sorry if i wasn't
 explicit enough in my question but i did create ASCII files to use with
 variowin. I'm pretty familiar with that program and GeoEas. First i created
 my ASCII files with Excel, then with Programmer's File Editor, and then
 with the Notepad. None of them worked under Windows XP and Millenium.
 Variowin kept reporting error while reading file. Then i went to GeoEas and
 tried to make it read its own example.dat file and it couldn't under
 Windows XP. I have come to the conclusion that due to methods to create
 ASCII files under the new editions of Windows, after W98, programs that use
 GeoEas data files are not able to read them any more.
 Rubén
 http://webmail.udec.cl

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Re: AI-GEOSTATS: curve fitting

2002-11-17 Thread Pierre Goovaerts
Hi Carolina,

You can not fit any type of curve to
your experimental variograms since the model
needs to be permissible, hence the practice
to fit only a limited number of models
that are known to be permissible.

Pierre



Dr. Pierre Goovaerts
Consultant in (Geo)statistics
and Senior 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 Mon, 18 Nov 2002, Carolina Garcia Imhof wrote:

 Dear list members,

 I have used geoeas until now, which uses a limited number of models. However, I
 found a program, CurveExpert, which finds the best fitting model, which is
 usually different from the options in geoeas. For example, for my data, I found
 that the best fitting models were a 4th level polynomial model and a Hoerl
 model.
 Is there any program (downloadable if possible) that would krige with a custom
 model?
 Thanks,
 Carolina

 Carolina Garcia Imhof
 Marine Mammal Research Group
 Marine Science Department
 310 Castle Street, PO Box 56
 University of Otago
 Dunedin, New Zealand

 Fax: 64 3 479 8336
 Phone: 64 3 479 5476
 e-mail: [EMAIL PROTECTED]
 [EMAIL PROTECTED]

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Re: AI-GEOSTATS: Kriging versus inv. Dist. Weighting

2002-11-15 Thread Pierre Goovaerts
Hi Tomislav,

Don't be surprised. It is my experience that cross-validation
might sometimes indicate that best interpolation results are obtained
using the simplest techniques. If your observations are not
too clustered and display no anisotropy, inverse square
distance could yield good results.
Now, you didn't explain which secondary information was used
for cokriging and how many neighboring values were used
in the different interpolators.

Regards,

Pierre Goovaerts


Dr. Pierre Goovaerts
Consultant in (Geo)statistics
and Senior 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 Fri, 15 Nov 2002, Tomislav Malvic RGNF wrote:

 Dear all,


 This is my first try at geostat mailing list, and maybe my question will not be very 
professional.


 I work with data set of porosity in one oil reservoir. Interpolations were done with 
three interpolation methods: Inverse distance weighting, Kriging (ordinary) and 
Cokriging (collocated). I done spatial analysis with semivariogram modelling for 
(co)Kriging.


 After all, I calculated true error for every included point as difference between 
real value and estimated value at the same place. I was confused when I saw that 
Kriging error was higher of Inverse Distance Weighting error! The lowest errors were 
gained by Cokriging (with the same semivariogram modell as used in Kriging).


 What could be reason for that? Maybe 14 points is too low set for proper modelling 
of directional semivariogram analysis (directions=0 and 90 degrees). I tested several 
lag distances and distance with the highest range was chosen. If chosen distance is 
too low interpolation map contains mostly areas of bull-eyes. Also, input points 
are moderately clustered.


 Thank you and best regards,

 Tomislav






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Re: AI-GEOSTATS: variogram model of n-scores in SGS

2002-07-08 Thread Pierre Goovaerts

Hi Carlo,

Note that a sill strongly different from 1 would
mean that the assumption of 2nd order stationarity
underlying SGS is not met.

I wouldn't force the sill to be one when
fitting the model and you have to use a unit sill
model in the simulation program for consistency.
If the deviation is not larger than say 0.1,
I would fit the model to the
experimental values and then rescale the
fitted sills so that they sum to 1 for use
in the simulation program.

Pierre



    
 |\/|Pierre Goovaerts
 |_\  /_|Assistant professor
 __|\/|__Dept of Civil  Environmental Engineering
||   The University of Michigan
| M I C H I G A N|   EWRE Building, Room 117
||   Ann Arbor, Michigan, 48109-2125, U.S.A
  _||_\/_||_
 ||\  /||E-mail:  [EMAIL PROTECTED]
 || \/ ||Phone:   (734) 936-0141
 Fax: (734) 763-2275
 http://www-personal.engin.umich.edu/~goovaert/




On Mon, 8 Jul 2002, Carlo Cardellini wrote:

 Hello,
 I have a question about the variogram model of normal scores to use as
 input in the sequential gaussian simulation: the sill must be 1? and if
 this is necessary, if the experimenal variogram of the normal scores
 presents an higher sill what is better to do? use model with sill 1 or
 use the true model?
 Thank you in advance to everyone.
 Sincerelly,
 Carlo


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Re: AI-GEOSTATS: Gaussian semivariogram model

2002-05-01 Thread Pierre Goovaerts

Hello,

Problems with the Gaussian semivariogram typically
arise when no nugget effect is specified and
some observations are very close to each other,
leading to covariances matrice with very similar rows.
You can read more about this pathological model in Hans
Wackernagel's book multivariate geostatistics
or the recent book by Chiles and Delfiner.

Pierre


    
 |\/|Pierre Goovaerts
 |_\  /_|Assistant professor
 __|\/|__Dept of Civil  Environmental Engineering
||   The University of Michigan
| M I C H I G A N|   EWRE Building, Room 117
||   Ann Arbor, Michigan, 48109-2125, U.S.A
  _||_\/_||_
 ||\  /||E-mail:  [EMAIL PROTECTED]
 || \/ ||Phone:   (734) 936-0141
 Fax: (734) 763-2275
 http://www-personal.engin.umich.edu/~goovaert/




On Wed, 1 May 2002, Soeren Nymand Lophaven wrote:

 Dear list

 I have experienced that the gaussian semivariogram model sometimes leads
 to a covariance matrix which is not positive definite. I am aware that the
 parabolic behavior of the function near the origin could give these kinds
 of problems, but I dont think this is the whole story. Do you about this
 phenomenon, and where to read more about it ??

 Best regards / Venlig hilsen

 Søren Lophaven
 **
 Master of Science in Engineering|  Ph.D. student
 Informatics and Mathematical Modelling  |  Building 321, Room 011
 Technical University of Denmark |  2800 kgs. Lyngby, Denmark
 E-mail: [EMAIL PROTECTED]  |  http://www.imm.dtu.dk/~snl
 Telephone: +45 45253419 |
 **


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Re: AI-GEOSTATS: interpretation/testing robustness of variogram

2001-11-28 Thread Pierre Goovaerts

Hi Juliann,

This type of feature is frequently observed when
the variogram is being computed for lags larger
than half the maximum dimension of the study area.
In your case it might also correspond to the
separation distance between the two most densely sampled
subareas.

The most important questions is What do you want
to do with this variogram. If the next step is to apply
kriging and this rise is not spurious (e.g. may
reflect some trend in the data), the issue is whether you
need to model this second part of the variogram.
If the radius of the kriging search window is smaller
than the lag at which the second rise occurs, I wouldn't
bother modeling it.

Pierre


    
 |\/|Pierre Goovaerts
 |_\  /_|Assistant professor
 __|\/|__Dept of Civil  Environmental Engineering
||   The University of Michigan
| M I C H I G A N|   EWRE Building, Room 117
||   Ann Arbor, Michigan, 48109-2125, U.S.A
  _||_\/_||_
 ||\  /||E-mail:  [EMAIL PROTECTED]
 || \/ ||Phone:   (734) 936-0141
 Fax: (734) 763-2275
 http://www-personal.engin.umich.edu/~goovaert/




On Wed, 28 Nov 2001, Juliann Aukema wrote:

 Hi,

   I have a question about interpretation and
 robustness of a variogram. My variogram rises then
 plateaus and then rises again. I interpret this as
 meaning that there are two scales at which there is
 spatial dependence of the values.  However, the number
 of pairwise comparisons is quite different for each of
 these stages and I am afraid I may just be seeing an
 artifact of the sampling. I used variowin and when I
 fit a model for just the first rise and plateau, the
 sill was at about 1500 meters. The first point has 70
 pairs and then from right before the plateau (1000 m)
 to the beginning of the second rise, there are 324-396
 pairs and finally the points in the second rise have
 between 512-534 pairs.  I have a total of 66 sample
 points, but they are not evenly spaced with two areas
 more heavily sampled than intervening areas.
 Additional sampling is not feasible. Do I have a
 problem? Is there a way to test the robustness of this
 variogram (I don't know how to fit a model to a
 variogram with two rises, so I couldn’t' do cross
 validation)?

 (Additional information - other data and analyzing the
 same data with nested ANOVA, looking at smaller scales
 within the data set, support the first rise. Taking
 the residuals of a correlated variable - elevation -
 removes the second rise but maintains the first rise -
 my interpretation is that there are different
 processes at the two scales).

 I would appreciate any suggestions,

 Thanks a lot,
 Juliann Aukema
 [EMAIL PROTECTED]


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Re: FW: AI-GEOSTATS: entering the fray

2001-05-23 Thread Pierre Goovaerts

Hi guys,

I promised myself I would not waste more time
on this futile discussion about covariance and variogram,
but it seems that the discussion has drifted far away from
the initial comment by Isobel or that most people don't
remember what was the initial question.

Isobel's comment originated from my sideline remark
(it was not even part of Celia's initial question)
that the SIMPLE kriging system can not be written in terms of
semivariograms, which Isobel qualified of pure non sense..
It seems that my reference to the excellent
book by Chiles and Delfiner did not convince Isobel.
Let's then use Gslib book by Deutsch and Journel since
it is probably more widely used by members of this discussion
list and Isobel pointed out that anecdote with Andre.
On page 65 of Gslib user manual, 2nd paragraph, I quote:
In the sytem (IV.4) (SIMPLE kriging system!), the covariance
values C(h) cannot be replaced by semivariogram values 
g(h)=C(O)-C(h) unless sum_lambda = 1, which is the ordinary
kriging constraint. I guess it's clear enough, and that is
nothing to do with whether we should solve an ordinary
kriging system in terms of covariances or semivariograms
(Everybody knows that you get the same results!), or
whether we should teach students in one way or another...

Given that SIMPLE kriging is rarely used, we might even 
argue that all this discussion is pointless...
Again, the reason for that e-mail is to clarify the matter
for students or practitioners who might have been
confused by this exchange of e-mails... I don't have 
a book, a software or a consulting company to advertise!

Cheers,

Pierre




    
 |\/|Pierre Goovaerts
 |_\  /_|Assistant professor
 __|\/|__Dept of Civil  Environmental Engineering
||   The University of Michigan
| M I C H I G A N|   EWRE Building, Room 117
||   Ann Arbor, Michigan, 48109-2125, U.S.A
  _||_\/_||_ 
 ||\  /||E-mail:  [EMAIL PROTECTED]
 || \/ ||Phone:   (734) 936-0141
 Fax: (734) 763-2275
 http://www-personal.engin.umich.edu/~goovaert/




On Wed, 23 May 2001, Steve Zoraster wrote:

 
 1)What manager in the mining or petroleum industry who has graduated
 from college hasn't taken a serious statistics course, including covariances
 and correlations?  
 
 2)Surely when starting from scratch, educating someone about
 geostatistics is more intuitive using covariances?  (Just my opinion so far,
 speaking as a mathematician who remembers teaching basic college level
 statistics to nursing majors, education majors, sociology majors, etc. And
 even succeeding occasionally.)
 
 3)I have taken two multi-day courses in geostatistics from well known
 industry experts.  In each class they included significant material and time
 on the first day explaining/justifying variograms by showing their
 mathematical relationship to spatial covariance functions.   It seems that
 those instructors did not trust the variogram to be more intuitive than
 spatial covariance functions.
 
 4)The two basic level introductions to geostatistics I have on my
 bookshelf replicate the experience at those two classes 
 
 Steven Zoraster
 
 
 -Original Message-
 From: Yetta Jager [SMTP:[EMAIL PROTECTED]] mailto:[SMTP:[EMAIL PROTECTED]] 
 
 I think part of the difficulty in the semivariogram vs. covariance war is
 that modeling is subjective,   and the notion of covariance has become more
 intuitive for statisticians, while the notion of  semivariance has become
 more intuitive for geologists. 
  
 From:  Isobel Clark [[EMAIL PROTECTED]]
 
 I agree that the semi-variogram approach is easier for the non-statistician
 to grasp. Difference in value is a simpler concept to grasp than
 cross-product, especially when your boss wants to know the likely difference
 between what you tell him and what really happens!
 
 
 
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Re: AI-GEOSTATS:

2001-05-22 Thread Pierre Goovaerts

Hi Isobel,

I never read your book, but in all 
textbooks I have consulted so far 
the kriging system is derived 
in terms of covariances... then,
provided that unbiasedness conditions are
included in the system (that is ORDINARY
AND UNIVERSAL KRIGING cases) the system 
is expressed in terms of semivariograms.

Instead of referring to Matheron's book,
let's look at Chiles and Delfiner's 1999 
book, which should be close enough!
On page 170, second paragraph
from the bottom, I quote There is
no variogram analog to the simple kriging 
system (3.2) because then Z*-Z_0 is not
an allowable linear combination.

Next time, think twice before sending
confusing e-mails that do not help
readers who are trying to learn basic 
geostat concepts!

Cheers,

Pierre

PS: If you find Matheron's work with a SIMPLE
kriging system expressed in terms of variograms,
keep it in a safe place.. it must be worth a fortune..



    
 |\/|Pierre Goovaerts
 |_\  /_|Assistant professor
 __|\/|__Dept of Civil  Environmental Engineering
||   The University of Michigan
| M I C H I G A N|   EWRE Building, Room 117
||   Ann Arbor, Michigan, 48109-2125, U.S.A
  _||_\/_||_ 
 ||\  /||E-mail:  [EMAIL PROTECTED]
 || \/ ||Phone:   (734) 936-0141
 Fax: (734) 763-2275
 http://www-personal.engin.umich.edu/~goovaert/




On Tue, 22 May 2001, [iso-8859-1] Isobel Clark wrote:

  In fact, once the pseudo-sill A cancels out from
  the system of linear equations, the system is 
  expressed in terms of semivariograms
 My point exactly and, if you don't do it, you don't
 make silly assumptions.
 
  I use to think in terms of covariances since
  it's more intuitive, and the simple kriging
  system can only be expressed in terms of
  covariances anyway... 
 That is just so much nonsense. Ordinary kriging and
 simple kriging are derived on the basis of the
 semi-variogram and are simply slight variations on one
 another. If you don't trust my book, go back to your
 original Matheron, please.
 
 Isobel
 
 
 Do You Yahoo!?
 Get your free @yahoo.co.uk address at http://mail.yahoo.co.uk
 or your free @yahoo.ie address at http://mail.yahoo.ie
 
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Re: [AI-GEOSTATS: MSE to compare different methods]

2001-01-07 Thread Pierre Goovaerts

Hi Mercedes,

I fully agree with Gregoire's suggestions of performing
a series of jackknifes over a range of sampling densities.
In this way, you account for both the impact of sampling
density and sampling fluctuations in the comparison.
An example of this approach can be found in:
Saito, H. and P. Goovaerts. 2000.
Geostatistical interpolation of positively skewed and censored data
in a dioxin contaminated site.
Environmental Science  Technology, vol.34, No.19: 4228-4235.  

I can e-mail you a PDF copy of the paper if you like.

Cheers,

Pierre


    
 |\/|Pierre Goovaerts
 |_\  /_|Assistant professor
 __|\/|__Dept of Civil  Environmental Engineering
||   The University of Michigan
| M I C H I G A N|   EWRE Building, Room 117
||   Ann Arbor, Michigan, 48109-2125, U.S.A
  _||_\/_||_ 
 ||\  /||E-mail:  [EMAIL PROTECTED]
 || \/ ||Phone:   (734) 936-0141
 Fax: (734) 763-2275
 http://www-personal.engin.umich.edu/~goovaert/




On 7 Jan 2001, Gregoire Dubois wrote:

 Dear Mercedes,
 
 doing k fold cross validation (taking out X % of the samples) will not give
 you any reliable results unless you repeat the operation several times. Taking
 out 15% of the samples one time only will give you an MSE that will depend
 strongly on the data you have removed. Has the selection of the 15% been made
 randomly? You may get a strong bias if the 15% of the samples have been taken
 in one region in particular or if you have taken out extreme values only. At
 this stage, I would trust more the results obtained by standard cross
 validation (leave one out method).
 
 I didn’t check your previous mail but if you have few samples only, 
 k-fold cross validation won’t help you much.
 
 If you have many samples, then you should repeat the procedure at least 10
 times to be sure that the way you  have extracted the data has not influenced
 too much the results. 
 Also, if you have a phenomenon that fluctuates at different scales, you may
 have removed the short scale effect by taking out only few samples (15% is not
 much). 
 
 My suggestion is the following: it is time consuming but might be worth the
 effort. The idea is to take out an increasing number of samples (10, 20, 30,
 40, 50, 60, ...,X%) of samples, this 10 times, and see how the average MSE
 evolves. You may find out that methods A  B work better than C  D when only
 few samples are removed and that C  D give better results than A  B when
 more than 40% of the samples have been removed. This would mean that C  D
 describe better the general trend of the  phenomenon while A  B are more
 sensitive to the local structures (since you have more dense data).
 
 If you don’t have the time to proceed in such a way, you should use standard
 cross validation only and investigate the regions/samples where you have the
 highest errors. 
 
 Just few thoughts.
 
 Gregoire
 
 "Berterretche, Mercedes" [EMAIL PROTECTED] wrote:
  
  I would like to thank Benjamin Warr for his siggestion about doing
  difference images instead of global measures as MSE. 
  
  I'm confused because crossvalidation MSE (taking one sample out and
  recalculating) and validation MSE (taking 15 percent of the samples out and
  recalculating) are giving me opposite results. The validation method would
  allows me to compare kriging vs cokriging vs Kriging with an external drift
  vs regression , but I don't know if I can trust the results at this point. 
  
  Does anybody have any input about this?
  Thanks in advance,
  Mercedes Berterretche
  
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 Gregoire Dubois (Ph.D.)
 Institute of Mineralogy and Petrography 
 Dept. of Earth Sciences 
 University of Lausanne 
 Switzerland 
 
 http://www.ai-geostats.org
 
 
 Get free email and a permanent address at http://www.netaddress.com/?N=1
 
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