Abstract:Abstract. The objective in this study is to investigate the influence of the spatial resolution of the rainfall input on the model calibration and application. The analysis is carried out by varying the distribution of the raingauge network. A meso-scale catchment located in southwest Germany has been selected for this study. First, the semi-distributed HBV model is calibrated with the precipitation interpolated from the available observed rainfall of the different raingauge networks. An automatic calibration … Show more
“…Results of the simulation confirmed the most important findings of the analysis at event scale, in agreement with Bardossy et al (2008). Fig.…”
Section: Hydrograph Reconstructionsupporting
confidence: 79%
“…As an example, Schuurmans et al (2007) showed that the spatial variability of daily rainfall has a major effect on discharge and spatial distribution of groundwater level and soil moisture content of the catchment. More recently, studies based on continuous simulations have also been carried out (Bardossy et al 2008), confirming that an excessive reduction of rain gauges, up to a certain threshold number, makes model performances worse. Meselhe et al (2009), using a physically based and conceptual hydrologic model, showed that an increase in the rain gauge density or the rainfall data temporal resolution caused a significant improvement of the hydrograph estimation.…”
Retrieving precipitation data from a rain gauge network is a classical and common practice in hydrology and climatology. These data represent the key input in hydrological modeling to reproduce, for example, the characteristics of a flood phenomenon. The accuracy of the model results is strongly dependent on the consistency of the monitoring network in terms of spatial scale, i.e., network density and location of the rain gauges and time resolution. In this context, several studies have been carried out to analyze how the rainfall sampling influences the estimation of total runoff volume. The aim of this paper is to use a physically based and distributed-parameter hydrologic model to investigate how the number and the spatial distribution of a rain gauge network influence the estimation of the hydrograph and its characteristics in conjunction with different spatial and temporal characteristics of rainfall forcing and different soil-type characteristics. The TIN-based real-time integrated basin simulator (tRIBS) hydrologic model was used to simulate hydrologic response at Baron Fork Basin, Oklahoma. Downscaled next-generation radar (NEXRAD) measurements were assumed to represent the true precipitation distribution over the basin. Additional precipitation fields have been derived from the interpolation of eight fictitious rain gauges randomly placed in the area. The hydrological response from tRIBS that is driven by these precipitation fields has been compared with the response of the model forced with NEXRAD precipitation. The analysis has been carried out assuming first simplified spatial distributions of soil characteristics and then the real soil-type distribution. Results have shown the dependence of the best rain gauges configuration for the estimation of runoff on the spatiotemporal characteristics of storm events and the soil-type distribution.
“…Results of the simulation confirmed the most important findings of the analysis at event scale, in agreement with Bardossy et al (2008). Fig.…”
Section: Hydrograph Reconstructionsupporting
confidence: 79%
“…As an example, Schuurmans et al (2007) showed that the spatial variability of daily rainfall has a major effect on discharge and spatial distribution of groundwater level and soil moisture content of the catchment. More recently, studies based on continuous simulations have also been carried out (Bardossy et al 2008), confirming that an excessive reduction of rain gauges, up to a certain threshold number, makes model performances worse. Meselhe et al (2009), using a physically based and conceptual hydrologic model, showed that an increase in the rain gauge density or the rainfall data temporal resolution caused a significant improvement of the hydrograph estimation.…”
Retrieving precipitation data from a rain gauge network is a classical and common practice in hydrology and climatology. These data represent the key input in hydrological modeling to reproduce, for example, the characteristics of a flood phenomenon. The accuracy of the model results is strongly dependent on the consistency of the monitoring network in terms of spatial scale, i.e., network density and location of the rain gauges and time resolution. In this context, several studies have been carried out to analyze how the rainfall sampling influences the estimation of total runoff volume. The aim of this paper is to use a physically based and distributed-parameter hydrologic model to investigate how the number and the spatial distribution of a rain gauge network influence the estimation of the hydrograph and its characteristics in conjunction with different spatial and temporal characteristics of rainfall forcing and different soil-type characteristics. The TIN-based real-time integrated basin simulator (tRIBS) hydrologic model was used to simulate hydrologic response at Baron Fork Basin, Oklahoma. Downscaled next-generation radar (NEXRAD) measurements were assumed to represent the true precipitation distribution over the basin. Additional precipitation fields have been derived from the interpolation of eight fictitious rain gauges randomly placed in the area. The hydrological response from tRIBS that is driven by these precipitation fields has been compared with the response of the model forced with NEXRAD precipitation. The analysis has been carried out assuming first simplified spatial distributions of soil characteristics and then the real soil-type distribution. Results have shown the dependence of the best rain gauges configuration for the estimation of runoff on the spatiotemporal characteristics of storm events and the soil-type distribution.
“…Krajeski et al (1991) also conclude that for the analysis of spatial problems, fully-distributed models may be more suitable and recommend those for further studies. Bárdossy and Das (2008) point out that with an increasing spatial resolution of the applied rainfall-10 runoff model, the sensitivity of for example the rain gauge density and hence the spatial rainfall patterns may increase as well. The rainfall-runoff simulations were carried out with two models, the semi-distributed HBV model and the fullydistributed WaSiM-model.…”
Section: Discussion Of Rainfall-runoff Simulation Resultsmentioning
confidence: 99%
“…WaSiM) lead to numerical diffusion and hence to a "smudging" of the areal rainfall, resulting in less differences in runoff statistics. Other investigations raise the question if spatial rainfall patterns can be transferred sufficiently into runoff with semi-distributed models and thus with a coarse spatial resolution (Krajeski et al, 20 1991, Obled et al, 1994, Bárdossy and Das, 2008.…”
Abstract.In this investigation, the influence of disaggregated rainfall data sets with different degrees of spatial consistence on rainfall runoff modeling results is analyzed for three meso-scale catchments in Lower Saxony, Germany. For the disaggregation of daily rainfall time series into hourly values a multiplicative random cascade model is applied. The disaggregation is applied on a per station basis without consideration of surrounding stations, hence subsequent steps are then required to implement 15 spatial consistence. Spatial consistence is here represented by three bivariate spatial rainfall characteristics, complementing each other. A resampling algorithm and a parallelization approach are evaluated against the disaggregated time series without any subsequent steps. With respect to rainfall, clear differences between these three approaches can be identified regarding bivariate spatial rainfall characteristics, areal rainfall intensities and extreme values. The resampled time series lead to the best agreement with the observed ones. Using these different rainfall data sets as input to hydrological modeling, 20 we hypothesize that derived runoff statistics are subject to similar differences as well. However, an impact on the runoff statistics summer and winter peak flows, monthly average discharge and flow duration curve of the simulated runoff time series cannot be detected. Several modifications of the investigation using rainfall runoff models with and without parameter calibration or using different rain gauge densities lead to similar results in runoff statistics. Only if the spatially highly resolved rainfall-runoff WaSiM-model is applied instead of the semi-distributed HBV-IWW-model, slight differences 25 regarding the seasonal peak flows can be identified. Hence, the hypothesis formulated before is rejected in this case study. These findings suggest that (i) simple model structures might compensate for deficiencies in spatial representativeness through parameterization and (ii) highly resolved hydrological models benefit from improved spatial modeling of rainfall.Hydrol. Earth Syst. Sci. Discuss., https://doi
“…Rainfall is regarded as the key driving input of hydrological models and it is impossible to produce accurate runoff predictions if forced with inaccurate rainfall data [11]. The impact of spatial and temporal error in predicting rainfall on predicted flow has been highlighted by many researchers [12][13][14][15]. Currently, rainfall data from rainfall stations are still indispensable because the station data are regarded to be relatively accurate and more reliable than the radar data at the point where a station locates [16,17].…”
Abstract:Rainfall stations of a certain number and spatial distribution supply sampling records of rainfall processes in a river basin. Uncertainty may be introduced when the station records are spatially interpolated for the purpose of hydrological simulations. This study adopts a bootstrap method to quantitatively estimate the uncertainty of areal rainfall estimates and its effects on hydrological simulations. The observed rainfall records are first analyzed using clustering and correlation methods and possible average basin rainfall amounts are calculated with a bootstrap method using various combinations of rainfall station subsets. Then, the uncertainty of simulated runoff, which is propagated through a hydrological model from the spatial uncertainty of rainfall estimates, is analyzed with the bootstrapped rainfall inputs. By comparing the uncertainties of rainfall and runoff, the responses of the hydrological simulation to the rainfall spatial uncertainty are discussed. Analyses are primarily performed for three rainfall events in the upstream of the Qingjian River basin, a sub-basin of the middle Yellow River; moreover, one rainfall event in the Longxi River basin is selected for the analysis of the areal representation of rainfall stations. Using the Digital Yellow River Integrated Model, the results show that the uncertainty of rainfall estimates derived from rainfall station network has a direct influence on model simulation, which can be conducive to better understand of rainfall spatial characteristic. The proposed method can be a guide to quantify an approximate range of simulated error caused by the spatial uncertainty of rainfall input and the quantified relationship between rainfall input and simulation performance can provide useful information about rainfall station network management in river basins.
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