3.2. Probability density functions
To examine both high- and low water levels and their occurrence in the Rhine–Meuse channel network in high detail, probability density functions of water level records have been calculated. To detect changes in water level distribution through time, four centroids labeled C1 through C4 were determined corresponding to adjacent segments in a pdf, separated by the two peaks and one local minimum in a pdf of a tidal signal (Fig. 5). When the tidal amplitude decreases, the two peaks of the pdf approach each other, and so do When tidal amplitudes are negligible, is single-peaked, and only the two centroids C1 and C4 are calculated. The two centroids in a single peaked pdf are considered to correspond to the two centroids of the segments including the tails of the distributions in the double peaked pdfs. Using this method, the characteristics of a pdf can be
3.2. Probability density functions
To examine both high- and low water levels and their occurrence in the Rhine–Meuse channel network in high detail, probability density functions of water level records have been calculated. To detect changes in water level distribution through time, four centroids labeled C1 through C4 were determined corresponding to adjacent segments in a pdf, separated by the two peaks and one local minimum in a pdf of a tidal signal (Fig. 5). When the tidal amplitude decreases, the two peaks of the pdf approach each other, and so do When tidal amplitudes are negligible, is single-peaked, and only the two centroids C1 and C4 are calculated. The two centroids in a single peaked pdf are considered to correspond to the two centroids of the segments including the tails of the distributions in the double peaked pdfs. Using this method, the characteristics of a pdf can be
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