Abstract
The normal distribution is probably the most popular statistical distribution. It is also known as the Gaussian distribution or error function. Many statistical parameters are found to be approximately normally distributed; therefore, the normal distribution is often used for statistical inferences. A variety of natural phenomena either approximately follow a normal distribution or can be transformed to follow a normal distribution. One of the earliest applications of the normal distribution in hydrology was made by Hazen (1914), who introduced the normal probability paper for ananlysis of hydrologic data. Markovic (1965) fitted the normal distribution to annual rainfall and runoff data Slack et al. (1975) showed that when the information about the distribution of floods and economic losses associated with the design of flood retardation structures was lacking, it was better to use the normal distribution than other distributions such as extreme value, lognormal, Weibull, etc. The other advantages of the normal distribution are that it is extensively tabulated and the standardized normal variate is the same as the frequency factor.
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References
Abramowitz, M. and Stegun, I.A., 1965. Handbook of Mathematical Functions. Dover Publications, New York.
Hosking, J.R.M., 1986. The theory of probability weighted moments. Research Report RC 12210 (#54860), Thomas J.Watson Research Center, I. B.M., Yorktown Heights, New York.
Markovic, R.D., 1965. Probability Functions of best fit to distributions of annual precipitation and runoff. Hydrology Paper No. 8, Colorado State University, Fort Collins, Colorado.
Slack, J.R., Wallis, J.R. and Matalas, N.C., 1975. On the value of information to flood frequency analysis. Water Resources Research, Vol. 23, No. 8, pp. 629–647.
Singh, V.P. and Rajagopal, A.K., 1986. A new method of parameter estimation for hydrologic frequency analysis. Hydrological Science and Technology, Vol. 2, No. 3, pp. 33–40.
Singh, V.P., Rajagopal, A.K. and Singh, K., 1986. Derivation of some frequency distributions using the principle of maximum entropy (POME). Advances in Water Resources, Vol. 9, pp. 91–106.
Singh, V.P., Singh, K. and Rajagopal, A.K., 1985. Application of the principle of maximum entropy (POME) to hydrologic frequency analysis. Completion Report 06, 144 p., Louisiana Water Resources Research Institute, Louisiana State University, Baton Rouge, Louisiana.
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© 1998 Springer Science+Business Media Dordrecht
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Singh, V.P. (1998). Normal Distribution. In: Entropy-Based Parameter Estimation in Hydrology. Water Science and Technology Library, vol 30. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-1431-0_5
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DOI: https://doi.org/10.1007/978-94-017-1431-0_5
Publisher Name: Springer, Dordrecht
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