Add to ORKGWe study stationary flow in open discharge channels. A model is derived from basic principles, which is solved numerically for the water level and discharge as a function of position along the channel. The model describes the effect of external inflow from fields adjacent to the channel. Several scenarios are calculated, both for very slowly, and more rapidly flowing water courses
International audienceIn this paper, simplified models, derived from well-known infinite-dimensional...
Abstract. This paper is devoted to a mathematical analysis of some general models of mass transport ...
Predicting of distribution of pollutant in a rectangular open channel on passive mixing of pollutant...
We study stationary flow in open discharge channels. A model is derived from basic principles, which...
We study non-stationary flow in open discharge channels. A model is derived from basic principles, c...
This bacherol thesis deals with steady water flow, in open channels with different cross-sections. T...
In this paper the problem of solution of ordinary differential equations describing a steady, gradua...
The present chapter reports the basic principles governing open channel flows. The aim is to furnish...
Sluice gates are a man-made hydrology structure which controls the discharge or the depth of an open...
Environmental Hydraulics is a new text for students and professionals studying advanced topics in ri...
To simulate surface water flows many numerical methods have been applied to the shallow water equati...
In an open channel flow, only part of the current is at contact with walls and a free surface is pre...
his paper presents the development and validation of a simplified dynamic model of a Venturi channel...
Our understanding of the dynamics of flow in open channels has significantly increased in recent yea...
The unsteady, one-dimensional Saint-Venant equations are solved by an implicit finit...
International audienceIn this paper, simplified models, derived from well-known infinite-dimensional...
Abstract. This paper is devoted to a mathematical analysis of some general models of mass transport ...
Predicting of distribution of pollutant in a rectangular open channel on passive mixing of pollutant...
We study stationary flow in open discharge channels. A model is derived from basic principles, which...
We study non-stationary flow in open discharge channels. A model is derived from basic principles, c...
This bacherol thesis deals with steady water flow, in open channels with different cross-sections. T...
In this paper the problem of solution of ordinary differential equations describing a steady, gradua...
The present chapter reports the basic principles governing open channel flows. The aim is to furnish...
Sluice gates are a man-made hydrology structure which controls the discharge or the depth of an open...
Environmental Hydraulics is a new text for students and professionals studying advanced topics in ri...
To simulate surface water flows many numerical methods have been applied to the shallow water equati...
In an open channel flow, only part of the current is at contact with walls and a free surface is pre...
his paper presents the development and validation of a simplified dynamic model of a Venturi channel...
Our understanding of the dynamics of flow in open channels has significantly increased in recent yea...
The unsteady, one-dimensional Saint-Venant equations are solved by an implicit finit...
International audienceIn this paper, simplified models, derived from well-known infinite-dimensional...
Abstract. This paper is devoted to a mathematical analysis of some general models of mass transport ...
Predicting of distribution of pollutant in a rectangular open channel on passive mixing of pollutant...