2017
DOI: 10.1007/s13143-017-0045-0
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Applying a coupled hydrometeorological simulation system to flash flood forecasting over the Korean Peninsula

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Cited by 32 publications
(20 citation statements)
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“…The XPOL-hydro simulation is characterized by the minimum difference in the estimation of discharge peak per 20-30% in respect to the KLEM estimation. The differences may be attributed to inaccuracies in the precipitation estimates and the configuration of the hydrological model, which demands high calibration effort [36,43,[96][97][98] using measurements which are not available at this area. Moreover, an explanation for the dominance of the XPOL-hydro simulation is the higher spatial and temporal resolution of precipitation estimates (120 m and 3 min) than the respective resolutions of CHAOS (250 m and 1 h) and GPM/IMERG (~11 km and 30 min) precipitation datasets.…”
Section: Discussionmentioning
confidence: 99%
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“…The XPOL-hydro simulation is characterized by the minimum difference in the estimation of discharge peak per 20-30% in respect to the KLEM estimation. The differences may be attributed to inaccuracies in the precipitation estimates and the configuration of the hydrological model, which demands high calibration effort [36,43,[96][97][98] using measurements which are not available at this area. Moreover, an explanation for the dominance of the XPOL-hydro simulation is the higher spatial and temporal resolution of precipitation estimates (120 m and 3 min) than the respective resolutions of CHAOS (250 m and 1 h) and GPM/IMERG (~11 km and 30 min) precipitation datasets.…”
Section: Discussionmentioning
confidence: 99%
“…The XPOL-based WRF-Hydro simulation is characterized by the minimum difference about 20-30% in the estimated discharge peak with respect to [51]. This difference may be attributed to the configuration of the hydrological models which is usually based on calibration procedures using measured streamflow data [36,43,[95][96][97][98] which are not available in this study. It is important to note here that an existing, enclosed rectangular conduit (L = 2.27 km and A = 3.4 m 2 ) in the town has a maximum discharge about 10 m 3 /s.…”
Section: Quantitative Comparison Of Precipitation Discharge and Watementioning
confidence: 94%
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“…Currently, there are three prominent methods to obtain the forcing data. Firstly, all forcings derive from one source directly such as the WRF outputs and the Global Forecast System [24,28,[69][70][71]. Secondly, forcings are from the combination of several products [19,25,72].…”
Section: Forcing Scenarios Designmentioning
confidence: 99%
“…Coupling an optimized RCM with a hydrological model can improve simulations of hydrometeorological parameters [21,22], which can initially be achieved through one-way coupling. With one-way coupling, the hydrological model is forced by meteorological data without any feedback to the atmospheric model, while two-way coupling may be preferred for dynamic climate change studies [23,24].…”
Section: Introductionmentioning
confidence: 99%