Celerity of kinematic wave in trapezoidal channel

2014 ◽  
pp. 597-603
Author(s):  
S Sokolov ◽  
E Egorov
Keyword(s):  
Kinematic Wave ◽  
Trapezoidal Channel

A storage model for the simulation of the hydraulic behaviour of drainage networks

1997 ◽  
Vol 36 (8-9) ◽  
pp. 57-63 ◽  
Author(s):  
Homayoun Motiee ◽  
Bernard Chocat ◽  
Olivier Blanpain
Keyword(s):  
Wave Model ◽  
Kinematic Wave ◽  
Hydraulic Simulation ◽  
Diffusion Wave ◽  
Storage Model ◽  
Hydraulic Behaviour ◽  
Drainage Networks ◽  
Saint Venant Equations ◽  
Kinematic Wave Model ◽  
And Diffusion

This paper presents a model for the hydraulic simulation of a drainage network using the storage concept. This model is easier to use than the complete Barre de Saint Venant equations and gives better results than the usual conceptual models, i.e. the Muskingum model, or than models obtained by the simplification of the Saint Venant equations (kinematic wave model and diffusion wave model).

Investigating prediction capability of HEC-1 and KINEROS kinematic wave runoff models

1994 ◽  
Vol 157 (1-4) ◽  
pp. 87-103 ◽  
Author(s):  
J.Obiukwu Duru ◽  
Allen T. Hjelmfelt
Keyword(s):  
Kinematic Wave ◽  
Prediction Capability

The description of soil erosion through a kinematic wave model

1993 ◽  
Vol 145 (1-2) ◽  
pp. 65-82 ◽  
Author(s):  
A. Laguna ◽  
J.V. Giráldez
Keyword(s):  
Soil Erosion ◽  
Wave Model ◽  
Kinematic Wave ◽  
Kinematic Wave Model

scholarly journals Kinematic wave modeling in water resources

Eos ◽  
1998 ◽  
Vol 79 (16) ◽  
pp. 199-199
Author(s):  
P. Julien
Keyword(s):  
Water Resources ◽  
Kinematic Wave ◽  
Wave Modeling

Finite element modeling of surge propagation and an application to the Hay River, N.W.T.

1992 ◽  
Vol 19 (3) ◽  
pp. 454-462 ◽  
Author(s):  
F. E. Hicks ◽  
P. M. Steffler ◽  
R. Gerard
Keyword(s):  
Finite Element ◽  
Channel Flow ◽  
Open Channel ◽  
Initial Conditions ◽  
Open Channel Flow ◽  
Kinematic Wave ◽  
Finite Element Scheme ◽  
Flow Problems ◽  
Ice Jam

This paper describes the application of the characteristic-dissipative-Galerkin method to steady and unsteady open channel flow problems. The robust performance of this new finite element scheme is demonstrated in modeling the propagation of ice jam release surges over a 500 km reach of the Hay River in Alberta and Northwest Territories. This demonstration includes the automatic determination of steady flow profiles through supercritical–subcritical transitions, establishing the initial conditions for the unsteady flow analyses. The ice jam releases create a dambreak type of problem which begins as a very dynamic situation then develops into an essentially kinematic wave problem as the disturbance propagated downstream. The characteristic-dissipative-Galerkin scheme provided stable solutions not only for the extremes of dynamic and kinematic wave conditions, but also through the transition between the two. Key words: open channel flow, finite element method, dam break, surge propagation.

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