138 fore as is called an error probability, the reader will recognize it as the probability of making a type I error. If 0 G C2, «2 is the optimal action; it is taken if z G Ö2. If z G Di we take «1 which is the wrong action in this case, there fore we call i-ps also an error probability (of making a type II error). The risks are R(Q,s) (i-as) x o xs x n ocsn if 0 GCi f?(0,s) (i-ps) X rn Ps X o (i-[3s)m if 0 GC2. The two-state, two-action decision problem has now been com pletely formulated. We have deliberately used some terms from the well-known theory of testing hypotheses founded by Neyman and Pearson to bring out the correspondence; in fact this theory also specifies the decision problem completely except for the explicit use of the regrets. It should be noted that in general one cannot find a test that minimizes the risk for all states of nature. It can be shown [3] that for testing a simple hypothesis against a simple alternative, every admissible strategy is a Bayes strategy, and every Bayes strategy is a likelihood-ratio test. In geodesy, tests of significance are often used. A null hypothesis is formulated and a critical region is chosen which has small probability under the null hypothesis. If the test statistic obtains a value that belongs to the critical region, the null hypothesis is rejected: the data are said to contradict the null hypothesis signif icantly. I In this approach it is, without further consideration, not clear what critical region should be chosen. Consider the following example The angles of a small triangle have been measured. The misclosure variate is known to have a standard deviation of 10" (normal distribution). We wish to test the null hypothesis that its mean is zero. Suppose we take a critical region between 1.0" and 2.3". Under the null hypothesis, an actually observed misclosure has a probability of 5% to fall in this region. Consequently, if we observe a misclosure of, e.g. 1.5" the null hypothesis is rejected at the 5% level of significance. Evidently, this is nonsense, and nobody is suspected of using such a test in a general case, but then the formulation of the testing problem should be reviewed. The alternative hypothesis and the regrets were not explicitly taken into account. They should provide the basis for the choice of the type of the rejection region and the level of significance. Of course in many cases it will be extremely difficult to estimate the losses of utility with any degree of accuracy. This is so for most types of decision problems. In practice, one often has to content oneself with a calculation of the action probabilities, and somehow use one's experience to weigh the consequences of errors. I

Digitale Tijdschriftenarchief Stichting De Hollandse Cirkel en Geo Informatie Nederland

Tijdschrift voor Kadaster en Landmeetkunde (KenL) | 1967 | | pagina 20