Hydrologic Frequency Modeling 1987
DOI: 10.1007/978-94-009-3953-0_13
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Hydroclimatically-Defined Mixed Distributions in Partial Duration Flood Series

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Cited by 74 publications
(69 citation statements)
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“…This can be illustrated by considering daily discharges of small mountain catchments where high values are commonly observed either in spring or autumn. In this case, two populations linked to very different hydrological processes (snowmelt or heavy rain runoff floods) are mixed by BM or POT sampling (Hirschboeck et al, 1987;Petrow et al, 2007), making the "identically distributed" hypothesis harder to ensure, and consequently the use of extreme value statistical theory more questionable.…”
Section: Sampling Techniques For Extreme Valuesmentioning
confidence: 99%
“…This can be illustrated by considering daily discharges of small mountain catchments where high values are commonly observed either in spring or autumn. In this case, two populations linked to very different hydrological processes (snowmelt or heavy rain runoff floods) are mixed by BM or POT sampling (Hirschboeck et al, 1987;Petrow et al, 2007), making the "identically distributed" hypothesis harder to ensure, and consequently the use of extreme value statistical theory more questionable.…”
Section: Sampling Techniques For Extreme Valuesmentioning
confidence: 99%
“…Hirschboeck (1987) showed that there is linkage between anomalous circulation patterns and severe floods in the western, central, and eastern regions of the United States. Lall and Mann (1995) found evidence of quasi-periodic behaviour in the monthly time series of the GSL, local streamflow, precipitation, and temperature, using the midnight mean temperature (MTM) (Thomson, 1982) and single scattered albedos (SSA) (Ghil and Vautard, 1991).…”
Section: The Great Salt Lake and Climatementioning
confidence: 99%
“…Throughout the North American continent, the large return period floods are very often caused by a process different from that of the smaller return period floods (Stoddart & Watt, 1970;Diehl & Potter, 1987;Hirschboeck, 1987;Waylen & Woo, 1984) and yet it is these smaller floods, along with the large ones, that are used together to assess the larger design floods in parametric flood frequency analysis. The many drawbacks of parametric frequency analysis make distribution selection a difficult task, as exemplified by the complexity of an expert system for flood frequency analysis (Chow & Watt, 1990).…”
Section: Nonparametric Frequency Analysismentioning
confidence: 99%