Geo479/579: Geostatistics Ch17. Cokriging

Slides:



Advertisements
Similar presentations
Diplomanden-Doktoranden-Seminar Bonn – 29. Juni 2008 Surrogates and Kriging Part I: Kriging Ralf Lindau.
Advertisements

Introduction Simple Random Sampling Stratified Random Sampling
The Simple Regression Model
CHAPTER 3: TWO VARIABLE REGRESSION MODEL: THE PROBLEM OF ESTIMATION
Kriging.
CmpE 104 SOFTWARE STATISTICAL TOOLS & METHODS MEASURING & ESTIMATING SOFTWARE SIZE AND RESOURCE & SCHEDULE ESTIMATING.
3.3 Omitted Variable Bias -When a valid variable is excluded, we UNDERSPECIFY THE MODEL and OLS estimates are biased -Consider the true population model:
Cost of surrogates In linear regression, the process of fitting involves solving a set of linear equations once. For moving least squares, we need to.
Christopher Dougherty EC220 - Introduction to econometrics (chapter 7) Slideshow: exercise 7.5 Original citation: Dougherty, C. (2012) EC220 - Introduction.
Basic geostatistics Austin Troy.
Geo479/579: Geostatistics Ch14. Search Strategies.
The Simple Linear Regression Model: Specification and Estimation
Optimization in Engineering Design 1 Lagrange Multipliers.
Spatial prediction Stat 498A, Winter The geostatistical model Gaussian process  (s)=EZ(s) Var Z(s) < ∞ Z is strictly stationary if Z is weakly.
Chapter 4 Multiple Regression.
Chapter 5 Part II 5.3 Spread of Data 5.4 Fisher Discriminant.
Ordinary Kriging Process in ArcGIS
Lecture 2 (Ch3) Multiple linear regression
Basic Mathematics for Portfolio Management. Statistics Variables x, y, z Constants a, b Observations {x n, y n |n=1,…N} Mean.
FIN357 Li1 The Simple Regression Model y =  0 +  1 x + u.
Maximum likelihood (ML)
Spatial statistics 2 Stat 518 Sp 08. Ordinary kriging where and kriging variance.
Applications in GIS (Kriging Interpolation)
Notes on Weighted Least Squares Straight line Fit Passing Through The Origin Amarjeet Bhullar November 14, 2008.
1 Chapter 17: Introduction to Regression. 2 Introduction to Linear Regression The Pearson correlation measures the degree to which a set of data points.
Method of Soil Analysis 1. 5 Geostatistics Introduction 1. 5
Geo479/579: Geostatistics Ch13. Block Kriging. Block Estimate  Requirements An estimate of the average value of a variable within a prescribed local.
Geo479/579: Geostatistics Ch12. Ordinary Kriging (1)
MULTIPLE TRIANGLE MODELLING ( or MPTF ) APPLICATIONS MULTIPLE LINES OF BUSINESS- DIVERSIFICATION? MULTIPLE SEGMENTS –MEDICAL VERSUS INDEMNITY –SAME LINE,
Explorations in Geostatistical Simulation Deven Barnett Spring 2010.
Geog. 579: GIS and Spatial Analysis - Lecture 21 Overheads 1 Point Estimation: 3. Methods: 3.6 Ordinary Kriging Topics: Lecture 23: Spatial Interpolation.
Geographic Information Science
Geo479/579: Geostatistics Ch16. Modeling the Sample Variogram.
Spatial Statistics in Ecology: Continuous Data Lecture Three.
GEOSTATISICAL ANALYSIS Course: Special Topics in Remote Sensing & GIS Mirza Muhammad Waqar Contact: EXT:2257.
Roger B. Hammer Assistant Professor Department of Sociology Oregon State University Conducting Social Research Ordinary Least Squares Regression.
Spatial Interpolation III
Spatial Interpolation Chapter 13. Introduction Land surface in Chapter 13 Land surface in Chapter 13 Also a non-existing surface, but visualized as a.
9.3 and 9.4 The Spatial Model And Spatial Prediction and the Kriging Paradigm.
Spatial Analysis & Geostatistics Methods of Interpolation Linear interpolation using an equation to compute z at any point on a triangle.
Risk Analysis & Modelling Lecture 2: Measuring Risk.
Geo479/579: Geostatistics Ch4. Spatial Description.
Chapter 10 For Explaining Psychological Statistics, 4th ed. by B. Cohen 1 A perfect correlation implies the ability to predict one score from another perfectly.
Geo479/579: Geostatistics Ch15. Cross Validation.
Chapter 7 Point Estimation of Parameters. Learning Objectives Explain the general concepts of estimating Explain important properties of point estimators.
Local Prediction of a Spatio-Temporal Process with Application to Wet Sulfate Deposition Presented by Isin OZAKSOY.
Lecture 6: Point Interpolation
Interpolation and evaluation of probable Maximum Precipitation (PMP) patterns using different methods by: tarun gill.
Geo479/579: Geostatistics Ch7. Spatial Continuity.
Estimating Volatilities and Correlations
Properties of Covariance and Variogram Functions CWR 6536 Stochastic Subsurface Hydrology.
Geostatistics GLY 560: GIS for Earth Scientists. 2/22/2016UB Geology GLY560: GIS Introduction Premise: One cannot obtain error-free estimates of unknowns.
Geo479/579: Geostatistics Ch12. Ordinary Kriging (2)
Geo597 Geostatistics Ch11 Point Estimation. Point Estimation  In the last chapter, we looked at estimating a mean value over a large area within which.
CWR 6536 Stochastic Subsurface Hydrology
MathematicalMarketing Slide 5.1 OLS Chapter 5: Ordinary Least Square Regression We will be discussing  The Linear Regression Model  Estimation of the.
Øyvind Langsrud New Challenges for Statistical Software - The Use of R in Official Statistics, Bucharest, Romania, 7-8 April 1 A variance estimation R.
CWR 6536 Stochastic Subsurface Hydrology Optimal Estimation of Hydrologic Parameters.
Introduction to Differential Equations
Notes on Weighted Least Squares Straight line Fit Passing Through The Origin Amarjeet Bhullar November 14, 2008.
Ch. 2: The Simple Regression Model
ELG5377 Adaptive Signal Processing
Ch9 Random Function Models (II)
Inference for Geostatistical Data: Kriging for Spatial Interpolation
The regression model in matrix form
The Regression Model Suppose we wish to estimate the parameters of the following relationship: A common method is to choose parameters to minimise the.
Some issues in multivariate regression
Simple Linear Regression
OVERVIEW OF LINEAR MODELS
Presentation transcript:

Geo479/579: Geostatistics Ch17. Cokriging

Introduction Data sets often contain more than one variable of interest These variables are usually spatially cross-correlated Data sets often contain not only the primary variable but also secondary variables of interest These variables are usually spatially cross-correlated and ths contain useful information about the Primary variable.

We can see from the cross H plots that U values are correlated with V values and also is correlation decreases as the Value of H increases thus these vales are spatially correlated. The scatter plot becomes fatter as H increases.

The Cokriging System A method for estimation that minimizes the variance of the estimation error by exploiting the cross-correlation between several variables Cross-correlated information contained in the secondary variable should help reduce the variance of the estimation errors Now if we can use this variable in addition to the primary variable to estimate the value then this will help reduce the covariance

The Cokriging System When is the secondary variable useful in estimates? Primary variable of interest is under sampled then the only information we have is the cross correlated information For example we can use rainfall data to predict erosion…

The Cokriging System The cokriging estimate is a linear combination of both primary and secondary data values This is the Equation used in Ordinary Kriging pg 279 17,1 ij kriging equation plus a term for the secondary variable.

The Cokriging System The development of the cokriging system is identical to the development of ordinary kriging system Estimation Error R can be defined as This is a modification of the error estimation in Ordinary Kriging( pg 279)

The Cokriging System Using matrix notation we can write w = { a1, a2, a3,…an, b1, b2, b3,…bm} Z = { U1, U2…..Ui, V1,….Vj}

The Cokriging System Using Equation 9.14 (p216), 12.6 (p283), 16.3 (p372) we can write The Expansion of the term is similar to what we did in OK, pg 283, eq 12.7

This is similar to Chapter 16 The Expansion of the term is similar to what we did in OK, pg 283, eq 12.7

The Cokriging System 1) Unbiasedness condition Reference to Chapter 12 E{U0} should be equal to the mean. Note: Other nonbias conditions are also possible

It is similar to unbiasedness in Ordinary Kriging (p281) We set error at as 0:

The Cokriging System 2) Minimizing error variance Lagrangean Relaxation:

The Cokriging System Lagrangean Relaxation: Original Lagrange parameter: (12.9)

The Cokriging System Equating n+m+2 partial derivatives of Var{R} to zero, we get the following system of equations Similar to eq 12.9

This is similar to minimizing the varianves of error in Ordinary Kriging The set of weights that minimize the error variance under the unbiasedness condition satisfies the following n+1 equations - ordinary kriging system: (12.11) (12.12)

Minimization of the Error Variance The ordinary kriging system expressed in matrix (12.13) (12.14)

The Cokriging System Positive definiteness must hold for the set of auto- and cross-variograms (Eq16.44, p391).

The Cokriging System If the primary and secondary variables both exist at all data locations and the auto- and cross-variograms are proportional to the same basic model then the cokriging estimates will be identical to the ordinary kriging estimates

A Cokriging Example

A Case Study Compares cokriging and ordinary kriging Undersampled variable U is estimated using 275 U & 470 V sample data for cokriging and only the 275 U data for ordinary kriging

Ordinary kriging 275 U values Using eq 17.11 for the variogram model

Cokriging 275 U and 470 V values Using eq 17.11 for the variogram model Two non-bias conditions 1) uses the initial conditions 2) uses only one nonbias condition

In the alternate unbiased condition, the unknown U value is now estimated as a weighted linear combination of nearby V values adjusted by a constant so that their mean is equal to the mean of the U values

Negative estimates occur because of the nonbias condition

Cokriging with two nonbias conditions is less than satisfactory A physical process with both negative and positive weighting scheme is difficult to imagine Cokriging with one nonbias condition considerably improved the spread of errors and bias Though we had to calculate global means of U and V

If the spatial continuity is modeled using semivariograms then they can be converted to covariance values for cokriging matrices by following equation:

The Cokriging System If we want an estimate over a local area A, there are two options: 1) Average of point estimations within A

The Cokriging System 2) Replace all the covariance terms and in point cokriging system, with average covariance values and Using block Kriging Pg 325

The Cokriging System With the unbiasedness conditions, we can calculate error variance as follows