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  "Title": "Estimation and Plotting of IDF Curves",
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  "Date": "2025-07-22",
  "Authors@R": "c(person(\"Jana\", \"Ulrich\", email = \"jana.ulrich@met.fu-berlin.de\", role = \"aut\"),\nperson(\"Laura\",\"Mack\", email= \"laura.mack@fu-berlin.de\",role=\"ctb\"),\nperson(\"Oscar E.\",\"Jurado\", email= \"jurado@zedat.fu-berlin.de\",role=\"ctb\"),\nperson(\"Felix S.\",\"Fauer\", email= \"felix.fauer@met.fu-berlin.de\",role=c(\"ctb\",\"cre\")),\nperson(\"Christoph\", \"Ritschel\", role = \"aut\"),\nperson(\"Carola\", \"Detring\", role = \"ctb\"),\nperson(\"Sarah\", \"Joedicke\", role = \"ctb\"))",
  "Description": "Intensity-duration-frequency (IDF) curves are a widely\nused analysis-tool in hydrology to assess extreme values of\nprecipitation [e.g. Mailhot et al., 2007,\n<doi:10.1016/j.jhydrol.2007.09.019>]. The package 'IDF'\nprovides functions to estimate IDF parameters for given\nprecipitation time series on the basis of a duration-dependent\ngeneralized extreme value distribution [Koutsoyiannis et al.,\n1998, <doi:10.1016/S0022-1694(98)00097-3>].",
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      "title": "Introduction",
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      ]
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    {
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