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Official help is also required. The engineer should rely on recommendations given by experts, as has been done in the past by the National Research Council, the Yankee Atomic Electric Company (see Fontaine and Potter, 1989), the War EXTREMES IN ENGINEERING APPLICATIONS 21 ter Resources Bulletin (see Cadavid and Obeysekeran 1991), the Water Resources Council on Flow Frequency (see Singh and Singh 1988) or the Hydrology Commitee (see Bobee and Ashkar 1988), for example. Then, we can mention as some of the real needs of engineers: 1.

Loaiciga 1989, presents some examples of flow data. • Testing for independence. Loaiciga 1989, tests the independence of flow data. • Testing homogeneity. Petruaskas and Aagaard 1970, insist that all storms must be from the same population. For example, hurricane generated waves should not' be mixed with waves generated by frontal systems; likewise, neither of these should be mixed with swells from distant storms. In addition they remind the readers that methods are not applicable beyond the environment and conditions where they are fitted, for example, wave height models are not applicable where the wave height population is truncated by natural phenom- EXTREMES IN ENGINEERING APPLICATIONS 35 ena such as breaking-height limitation in shallow water.

Historical searches have developed information on measured floods whose magnitude has not been exceeded for more than 300 years, such as the New England floods of 1955. However, there are approaches to the determination of flood magnitudes and dates for floods which occurred in the historic past. Steward and Bodhaine 1961 established a magnitude for floods of 1915 and 1856 in the Skagit river, based on silt lines and slack water deposits. Similar approaches have been used to determine the discharge and data for floods of up to 2,000 years ago for sites in Arizona, Texas, Utah and Australia.

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Algebraic Structure Theory of Sequential Machines [appl math] by J. Hartmanis, R. Stearns,

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