Description Usage Arguments Details References See Also Examples
Return the flood quantile, standard deviation, of an at-site frequency analysis of floods based on annual maxima.
1 2 3 4 5 6 7 8 9 | FloodnetAmax(
x,
period = c(2, 5, 10, 20, 50, 100),
distr = NULL,
nsim = 2000,
level = 0.95,
out.model = FALSE,
verbose = TRUE
)
|
x |
Hydrometric data. Vector of annual maxima. |
period |
Return period for which the flood quantiles are estimated. |
distr |
Distribution. One of |
nsim |
Number of bootstrap samples used for inference. |
level |
Confidence level. |
out.model |
Logical. Should the model be output. This corresponds to the output of FitAmax. Otherwise only the estimated flood quantiles are returned. |
verbose |
Logical. Should message and warnings be returned. |
Estimation is carried out by L-moments and a best distribution is selected using Akaike Information Criterion (AIC) among the Generalized Extreme Value (GEV), Generalized logistic (GLO), the Generalized Normal (GNO) and the Pearson type 3 distributions. A preference is given to the GEV when the AIC of the other distributions is not greater than at least two AIC. Inference on the estimated flood quantiles is performed by parametric bootstraps.
If verbose == TRUE
, a Mann-Kendall and a Pettitt's test are used
to verify the presence of trend and change points in the data.
If the data fails one of the them at significance level 0.05,
a warning is issued.
Helsel, D. R., & Hirsch, R. M. (2002). Statistical Methods in Water Resources. In Techniques of Water-Resources Investigations of the United States Geological Survey. Retrieved from http://water.usgs.gov/pubs/twri/twri4a3/
Hosking, J. R. M., & Wallis, J. R. (1997). Regional frequency analysis: an approach based on L-moments. Cambridge Univ Pr.
AmaxData, floodnetMdl.
1 2 3 | an <- DemoData('amax')
fit <- FloodnetAmax(an, period = c(20,50))
summary(fit)
|
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