Results 31 to 40 of about 290 (130)
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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Consistent initial conditions for the Saint-Venant equations in river network modeling [PDF]
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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On Modeling and Constrained Model Predictive Control of Open Irrigation Canals
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
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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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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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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On the use of Saint Venant equations to simulate the spreading of a granular mass [PDF]
Cliff collapse is an active geomorphological process acting at the surface of the Earth and telluric planets. Recent laboratory studies have investigated the collapse of an initially cylindrical granular mass along a rough horizontal plane for different initial aspect ratios a = Hi/Ri, where Hi and Ri are the initial height and radius, respectively.
Mangeney-Castelnau, A. +5 more
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Simulating the Influence of Buildings on Flood Inundation in Urban Areas
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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A multi-model approach to Saint-Venant equations: A stability study by LMIs [PDF]
Abstract This paper deals with the stability study of the nonlinear Saint-Venant Partial Differential Equation (PDE). The proposed approach is based on the multi-model concept which takes into account some Linear Time Invariant (LTI) models defined around a set of operating points.
dos Santos, Valérie +2 more
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Third Order Reconstruction of the KP Scheme for Model of River Tinnelva [PDF]
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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