2020
DOI: 10.1175/jhm-d-19-0212.1
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A Flood Potential Index for Effective Communication of Streamflow Forecasts at Ungauged Communities

Abstract: This study proposes a flood potential index suitable for use in streamflow forecasting at any location in a drainage network. We obtained the index by comparing the discharge magnitude derived from a hydrologic model and the expected mean annual peak flow at the spatial scale of the basin. We use the term “flood potential” to indicate that uncertainty is associated with this information. The index helps communicate flood potential alerts to communities near rivers where there are no quantitative records of his… Show more

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Cited by 14 publications
(9 citation statements)
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“…The subscripts “ s ” and “ o ” correspond to the simulated hydrographs from MRMS with and without wind turbine clutter, respectively. In addition, we report a new metric called flood potential index, FPI (see Quintero et al, 2020), that can be used to effectively communicate flood potential alerts to ungauged communities. We computed it as, italicFPI=QQmax where Q is the predicted streamflow and Q max is the average annual peak flow, often considered a bank full flow, corresponding to the same location.…”
Section: Methodsmentioning
confidence: 99%
See 4 more Smart Citations
“…The subscripts “ s ” and “ o ” correspond to the simulated hydrographs from MRMS with and without wind turbine clutter, respectively. In addition, we report a new metric called flood potential index, FPI (see Quintero et al, 2020), that can be used to effectively communicate flood potential alerts to ungauged communities. We computed it as, italicFPI=QQmax where Q is the predicted streamflow and Q max is the average annual peak flow, often considered a bank full flow, corresponding to the same location.…”
Section: Methodsmentioning
confidence: 99%
“…We computed it as, italicFPI=QQmax where Q is the predicted streamflow and Q max is the average annual peak flow, often considered a bank full flow, corresponding to the same location. Quintero et al (2020) determined power law relationship to obtain Q max at any location of the drainage network in Iowa. They found it to be Q max = 3.12 A 0.57 , where A is the upstream drainage area.…”
Section: Methodsmentioning
confidence: 99%
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