Results 21 to 30 of about 573 (180)

Modeling of Unsteady Flow through the Canals by Semiexact Method

open access: yesModelling and Simulation in Engineering, 2014
The study of free-surface and pressurized water flows in channels has many interesting application, one of the most important being the modeling of the phenomena in the area of natural water systems (rivers, estuaries) as well as in that of man-made ...
Farshad Ehsani   +2 more
doaj   +1 more source

Coupling Green-Ampt and Saint-Venant Equations for Estimating of Transmission Losses during Flood Routing in Rivers [PDF]

open access: yesعلوم و مهندسی آبیاری, 2016
Volume of flooding flow volume in ephemeral streams decreases due to evaporation as well as the channel wall and bed penetration. This process is known as transmission losses.
Sabah Mohammadi   +2 more
doaj   +1 more source

Methods of channel calculations to improve the operational mode of main canals [PDF]

open access: yesE3S Web of Conferences, 2023
The article discusses solutions to improve the operational mode of the canal with an increase in throughput by means of self-washout, while maintaining the morphometric favorable stable cross-section of the canal for further reliable water supply of ...
Saparov A. B.   +5 more
doaj   +1 more source

Developing Semi-Analytical solutions for Saint-Venant Equations in the Uniform Flow Region

open access: yesمجله آب و خاک, 2016
Introduction: Unsteady flow in irrigation systems is the result of operations in response to changes in water demand that affect the hydraulic performance networks.
M.M. Heidari, S. Kouchakzadeh
doaj   +1 more source

Multilayer Saint-Venant equations over movable beds

open access: yesDiscrete and Continuous Dynamical Systems - B, 2011
We introduce a multilayer model to solve three-dimensional sediment transport by wind-driven shallow water flows. The proposed multilayer model avoids the expensive Navier-Stokes equations and captures stratified horizontal flow velocities. Forcing terms are included in the system to model momentum exchanges between the considered layers.
Audusse, Emmanuel   +3 more
openaire   +3 more sources

Correspondence between de Saint-Venant and Boussinesq 3: de Saint-Venant’s professional career and private life

open access: yesComptes Rendus. Mécanique, 2020
Adhémar Barré de Saint-Venant has significantly contributed to the engineering sciences. His professional career can be divided into mainly two parts. Namely, until 1852, he made contributions through his engineering works as a practicing engineer and ...
Hager, Willi H.   +2 more
doaj   +1 more source

Comparative Analysis of Transfer Function Method with Advanced Flood Prediction Techniques [PDF]

open access: yesWater Harvesting Research
In this paper, the evaluation of the performance of five flood prediction models in the Simineh-Rood River, Lake Urmia basin, Iran, is discussed in detail.
Jafar Chabokpour
doaj   +1 more source

A Momentum-Conserving Scheme for Flow Simulation in 1D Channel with Obstacle and Contraction

open access: yesFluids, 2021
We consider the extension of the momentum conservative staggered-grid (MCS) scheme for flow simulation in channels with varying depth and width. The scheme is formulated using the conservative properties of the Saint-Venant equations. The proposed scheme
Putu Veri Swastika   +3 more
doaj   +1 more source

On the Uniqueness Classes of Solutions of Boundary Value Problems for Third-Order Equations of the Pseudo-Elliptic Type

open access: yesAxioms, 2020
The paper is devoted to solutions of the third order pseudo-elliptic type equations. An energy estimates for solutions of the equations considering transformation’s character of the body form were established by using of an analog of the Saint-Venant ...
Abdukomil Risbekovich Khashimov   +1 more
doaj   +1 more source

Consistent initial conditions for the Saint-Venant equations in river network modeling [PDF]

open access: yesHydrology 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
doaj   +1 more source

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