139 7- Estimation of Parameters The problem of estimating parameters is a decision problem where one wishes to know some aspect of the state of nature. The "action" is usually: to assign a value to the parameter. In geodesy, the parameters to be estimated are e.g. the means of the observation variates and (or) the standard deviations of their distributions. The loss associated with a certain action is some function of the difference between the estimate and the parameter to be estimated. The strategy is: the estimator, which may e.g. be a least-squares estimator. The standard deviation of the estimator can often be used as an indication of the quality of the estimateif the standard deviation is not known, it may in its turn be estimated and used to construct a confidence interval. The set of available actions (estimates) is the same as the set of possible states of nature (para meter values). If we denote the parameter to be estimated by 9, the estimator by T and the observation variate by x, then T is a function of x: in which C(6) represents some function of 0. The expected regret, or the risk function when the function t is used to compute the estimator, is where Eq denotes the expectation if 0 is the "true value" of the parameter. Chernoff and Moses [3] give the following motivation for a regret function of the form (7.1): 1. Many smooth functions which are zero for T o can be approximated by a quadratic function, especially for values of T in the neighbourhood of 0. 2. Mathematically, this function is easy to work with. 3. Many estimators have distributions which are approximately normal, and whose mean is 0. Their distribution is then entirely determined by the variance, and the smaller the variance, the better will be the estimator, whatever may be the actual regret function (provided the regret increases with |T-0| Since (7.2) is small when Eq{(T-())2} is small, in the selection of an estimator one will be interested in T t(x) A possible form of the regret function is r(Q,T) C(0) (T-0)2 (7-i) R(V,t) C(0) Eq{(T- 0)2} (7-2) £6{(T-0)2} a2r (E{T} - 0)2 which might be called a measure for the accuracy of the estimator.

Digitale Tijdschriftenarchief Stichting De Hollandse Cirkel en Geo Informatie Nederland

Tijdschrift voor Kadaster en Landmeetkunde (KenL) | 1967 | | pagina 21