Skip to main content
  • 3602 Accesses

Abstract

In order to derive Kriging Variance, we proceed as follows: we assume that Z′ (x) — the random function is defined on a point support and is second order stationary. It follows that E[Z(x)]=m, and the covariance, defined as E[Z(x+h)Z(x)]−m2=C(h) exists. We know that E[{Z(x+h)−Z(x)}2]=2γ(h). We are interested in the mean Z V (x0)=1/V∫Z(x)dx. The data comprises a set of grade values Z(x i ), in short x i’ i=1 to N. The grades are defined either on point supports, core supports, etc. They could also be mean grades Z Vi (x i ) defined on the supports V i centered on the points x i . It is possible that the N supports could be different from each other. Under the assumption of stationarity, the expectation of these data is m. That is, E(Z i )=m.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 74.99
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

Rights and permissions

Reprints and permissions

Copyright information

© 2009 Capital Publishing Company

About this chapter

Cite this chapter

(2009). Kriging Variance and Kriging Procedure. In: Geostatistics with Applications in Earth Sciences. Springer, Dordrecht. https://doi.org/10.1007/978-1-4020-9380-7_8

Download citation

Publish with us

Policies and ethics