Rainfall frequency analysis is a prerequisite for many hydrological engineering projects. It yields an amount which corresponds to a pre-specified probability of exceedance, also know as the design rainfall, for the interested hydrological variable. The accuracy of frequency analysis will inevitably affect the safety level and cost of the engineering projects. Frequency analysis involves choosing the types of probability distributions which characterize the statistical properties of the hydrological variables and estimating distribution parameters for the chosen distribution. However, uncertainties are always embedded in choosing the distribution type and parameters estimation. Therefore, it is imperative to investigate how the most adequate type of distribution can be determined by considering the uncertainties. In this study, we focus on the effect of sample size on the confidence intervals of hypothesis test for normal distribution. The empirical joint probability distribution of the 3(superscript rd) and 4(superscript th) product-moment-ration (PMR) and linear-moment-ration (LMR), with respect to various sample sizes, were constructed by stochastic simulation. Then an algorithm was developed to delineate the sample-size-dependent 95% confidence regions of the PMR and LMR diagrams. Finally, the established confidence regions were verified by stochastic simulation. The results demonstrate that the established confidence intervals can be used for goodness-of-fit tests and, in particular, the critical intervals of PMR diagram have ellipse shapes and can be easily fit to mathematical models.