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contributor authorGeorge Z. Forristall
contributor authorJohn C. Heideman
contributor authorIan M. Leggett
contributor authorBram Roskam
contributor authorLuc Vanderschuren
date accessioned2017-05-08T21:09:58Z
date available2017-05-08T21:09:58Z
date copyrightSeptember 1996
date issued1996
identifier other%28asce%290733-950x%281996%29122%3A5%28216%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41156
description abstractEstimates of significant wave heights made from finite record lengths have a small but important statistical sampling variability. This variability leads to positive biases in the maximum significant wave height in a storm and in design wave heights estimated from extreme value distributions fitted to the data. Since wave hindcasts are often verified by comparing the maximum hindcast and measured significant wave heights in a storm, the bias due to sampling variability can make a correct hindcast appear to be too low. In this paper we show how the magnitude of the biases can be calculated from the sample length and the shape of the wave spectrum. These theoretical calculations agree very well with results from several sets of measurements in the North Sea. We recommend that new wave measurements be recorded continuously whenever possible, and that hindcast verifications and extreme wave calculations be made with smoothed versions of the measured time series of significant wave height.
publisherAmerican Society of Civil Engineers
titleEffect of Sampling Variability on Hindcast and Measured Wave Heights
typeJournal Paper
journal volume122
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1996)122:5(216)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 005
contenttypeFulltext


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