Results 31 to 40 of about 573 (178)
Consistent initial conditions for the Saint-Venant equations in river network modeling [PDF]
Hydrology and Earth System Sciences, 2017 Initial conditions for flows and depths (cross-sectional areas) throughout a river network are required for any time-marching (unsteady) solution of the one-dimensional (1-D) hydrodynamic Saint-Venant equations.
C.-W. Yu, F. Liu, B. R. Hodges
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Simulation of complex free surface flows [PDF]
ESAIM: Proceedings and Surveys, 2021 We study the Serre-Green-Naghdi system under a non-hydrostatic formulation, modelling incompressible free surface flows in shallow water regimes. This system, unlike the well-known (nonlinear) Saint-Venant equations, takes into account the effects of the
Benyo Krisztian +3 more
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Approximation zones of the Saint-Venant equations f flood routing with overbank flow [PDF]
Hydrology and Earth System Sciences, 2000 The classification of river waves as gravity, diffusion or kinematic waves, corresponds to different forms of the momentum equation in the Saint-Venant system.
R. Moussa, R. Moussa, C. Bocquillon
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Vietnam Journal of Mechanics, 2002 Development of methods for numerical simulation of dike- or dam-break flood is one of essential problems of Fluid Mechanics at the present time. Many numerical methods for solving the 1-D Saint-Venant equations have been proposed. However, the analysis,
Nguyen Van Hanh +2 more
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On Modeling and Constrained Model Predictive Control of Open Irrigation Canals
Journal of Control Science and Engineering, 2017 This paper proposes a model predictive control of open irrigation canals with constraints. The Saint-Venant equations are widely used in hydraulics to model an open canal.
Lihui Cen +4 more
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Calculation of the horizontal two-dimensional unsteady flows by the method of characteristics
Vietnam Journal of Mechanics, 2003 This paper will be concerned with the characteristic form of the two dimensional Saint-Venant equation system, the supplementary equations at the boundaries, the methods of characteristics for solving the equation system and some numerical experiments.
Tran Gia Lich +2 more
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Comptes Rendus. Mécanique, 2020 Joseph Boussinesq is among the great physicists of the late 19th and the early 20th centuries, mainly due to his novel techniques to mathematically solve complicated equations by an adopted method of approximations.
Hager, Willi H. +2 more
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Journal of Optimization, Differential Equations and Their Applications, 2022 We deal with the initial-boundary value problems with some restrictions at infinity for linear and nonlinear anisotropic parabolic second-order equations in unbounded domains with respect to the spatial variables.
Mykola Bokalo
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Simulating the Influence of Buildings on Flood Inundation in Urban Areas
Geosciences, 2018 Two-dimensional hydraulic modeling is fundamental to simulate flood events in urban area. Key factors to reach optimal results are detailed information about domain geometry and utility of hydrodynamic models to integrate the full or simplified Saint ...
Riccardo Beretta +3 more
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Third Order Reconstruction of the KP Scheme for Model of River Tinnelva [PDF]
Modeling, Identification and Control, 2017 The Saint-Venant equation/Shallow Water Equation is used to simulate flow of river, flow of liquid in an open channel, tsunami etc. The Kurganov-Petrova (KP) scheme which was developed based on the local speed of discontinuity propagation, can be used to
Susantha Dissanayake +2 more
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