Dear List,

I am struggling with the following problem: I am trying to model water surface in the southern Florida with data coming from 200 different water stations. The area is divided by canals and levees so there is no real hydrological connection for the entire area. If I split the area by canals / levees there are 9 distinct smaller areas inside which I can assume hydrological connection, but some areas have too little data to do kriging – for example. So I am trying to use deterministic methods to see if I am getting anything meaningful. I cannot put aside 10 or 20% of the data and do a validation because I already have a too small set of data as it is for the big area I am working on.

Later on I may have some data to try to do a comparison between known data points and predictions, but for now I don’t have access to this second set of data and I have to generate some discussion if not some results for the end of the year report (as usual). So … supposing I have two interpolation models and the single “statistics” I have access to is cross-validation with mean and root mean square errors. Comparing the cross-validation statistics of model A and model B I have: m(A) < m(B) and RMS(A) > RMS(B). Which model I should expect to be better? If you want to work with numbers, let’s suppose that m(A) = 0.01, RMS(A) = 1.05, and m(B) = 0.04 and RMS(B) = 0.7.

Any suggestions will be greatly appreciated.

Monica

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