2019
DOI: 10.1080/02626667.2019.1638926
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Does the complexity in temporal precipitation disaggregation matter for a lumped hydrological model?

Abstract: Flood peaks and volumes are essential design variables and can be simulated by precipitation-runoff (P-R) modelling. The high-resolution precipitation time series that are often required for this purpose can be generated by various temporal disaggregation methods. Here, we compare a simple method (M1, one parameter), focusing on the effective precipitation duration for flood simulations, with a multiplicative cascade model (M2, 32/36 parameters). While M2 aims at generating realistic characteristics of precipi… Show more

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Cited by 15 publications
(10 citation statements)
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“…Such a set-up of the HBV light was previously successfully applied in Swiss catchments (e.g. Sikorska and Seibert, 2018a;Brunner et al, 2018c;Brunner and Sikorska-Senoner, 2019;Müller-Thomy and Sikorska-Senoner, 2019;Westerberg et al, 2020). Model inputs are time series of precipitation and air temperature and long-term averages of seasonally varying estimates of potential evaporation, all being area-average values for the entire catchment.…”
Section: Hydrological Model and Calibration Datamentioning
confidence: 99%
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“…Such a set-up of the HBV light was previously successfully applied in Swiss catchments (e.g. Sikorska and Seibert, 2018a;Brunner et al, 2018c;Brunner and Sikorska-Senoner, 2019;Müller-Thomy and Sikorska-Senoner, 2019;Westerberg et al, 2020). Model inputs are time series of precipitation and air temperature and long-term averages of seasonally varying estimates of potential evaporation, all being area-average values for the entire catchment.…”
Section: Hydrological Model and Calibration Datamentioning
confidence: 99%
“…The key is thus the construction of design hydrographs with different shapes, peak flows and volumes, with a corresponding probability of occurrence. Such approaches can be roughly classified into methods that identify the shape of these design hydrographs based on observed data (Mediero et al, 2010) or based on theoretical considerations (unit hydrographs) (Brunner et al, 2017) and regionalization (Tung et al, 1997;Brunner et al, 2018a) or methods that rely on streamflow simulations (Arnaud and Lavabre, 2002;Kuchment and Gelfan, 2011;Paquet et al, 2013).…”
Section: Introductionmentioning
confidence: 99%
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“…Molnar and Burlando, 2005;Paschalis et al, 2012) represents a downscaling technique, while the microcanonical version (exact rainfall amount conservation for each time step, e.g. Olsson, 1998;Güntner et al, 2001;Licznar et al, 2011Licznar et al, , 2015Müller-Thomy et al, 2018;Müller-Thomy and Sikorska-Senoner, 2019) represents a disaggregation technique. However, for urban hydrology the majority of investigations with cascade models focus on the disaggregation of quasi-daily time series (with time step durations of 1280 min instead of 1440 min, e.g.…”
Section: Introductionmentioning
confidence: 99%
“…Many of these methods are carried out on a station-by-station basis (Müller-Thomy and Sikorska-Senoner, 2019), while others also deal with the more challenging problem of temporal disaggregation of whole spatial fields (e.g., Raut et al, 2018).…”
mentioning
confidence: 99%