Corrigendum to “On mass and momentum conservation in the variable-parameter Muskingum method” [J. Hydrol. 543 (2016) 562–576]

2017 ◽  
Vol 544 ◽  
pp. 658
Author(s):  
Paolo Reggiani ◽  
Ezio Todini ◽  
Dennis Meißner
2016 ◽  
Vol 543 ◽  
pp. 562-576 ◽  
Author(s):  
Paolo Reggiani ◽  
Ezio Todini ◽  
Dennis Meißner

2015 ◽  
Vol 16 (4) ◽  
pp. 1821-1842 ◽  
Author(s):  
Vincent Häfliger ◽  
Eric Martin ◽  
Aaron Boone ◽  
Florence Habets ◽  
Cédric H. David ◽  
...  

Abstract The Surface Water and Ocean Topography (SWOT) mission will provide free water surface elevations, slopes, and river widths for rivers wider than 50 m. Models must be prepared to use this new finescale information by explicitly simulating the link between runoff and the river channel hydraulics. This study assesses one regional hydrometeorological model’s ability to simulate river depths. The Garonne catchment in southwestern France (56 000 km2) has been chosen for the availability of operational gauges in the river network and finescale hydraulic models over two reaches of the river. Several routing schemes, ranging from the simple Muskingum method to time-variable parameter kinematic and diffusive waves schemes, are tested. The results show that the variable flow velocity schemes are advantageous for discharge computations when compared to the original Muskingum routing method. Additionally, comparisons between river depth computations and in situ observations in the downstream Garonne River led to root-mean-square errors of 50–60 cm in the improved Muskingum method and 40–50 cm in the kinematic–diffusive wave method. The results also highlight SWOT’s potential to improve the characterization of hydrological processes for subbasins larger than 10 000 km2, the importance of an accurate digital elevation model, and the need for spatially varying hydraulic parameters.


2001 ◽  
Vol 6 (3) ◽  
pp. 196-207 ◽  
Author(s):  
Muthiah Perumal ◽  
O'Connell E. ◽  
Kittur G. Ranga Raju

2018 ◽  
Vol 26 (4) ◽  
pp. 56-65
Author(s):  
Michaela Danáčová ◽  
Ján Szolgay

Abstract The Muskingum method is based on a linear relationship between a channel’s storage and inflow and outflow discharges. The applicability of using travel-time discharge relationships to model the variability of the K parameter in a Muskingum routing model was tested. The new parameter estimation method is based on the relationships between the traveltime parameter (K) and the input discharge for the reach of the Danube River between Devín-Bratislava and Medveďov, which includes the Gabčíkovo hydropower scheme. The variable parametrisation method was compared with the classical approach. The parameter X was taken as the average of its values from a small set of flood waves, K was estimated as a function of the travel-time parameter and discharge, which was optimized for one flood wave. The results were validated using the Nash-Sutcliffe coefficient on 5 floods. The results obtained by these methods were satisfactory and, with their use, one could reduce the amount of data required for calibration in practical applications.


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