Irrigation canals are complex hydraulic systems difficult to control. Design methods have been developed using linear control theory. To use this tool, a linear model of the dynamic IS needed.This paper presents a simple model for canal reach dynamics. A reach transfer matrix is obtained by linearisation of Samt Venant equations near a steady flow regime.The accuracy of this transfer matrix is evaluated, in frequency and time domam. 1
A mathematical model is developed for the analysis of spatially varied steady flow in irrigation can...
The main goal of this paper is to expose and validate a methodology to design efficient automatic co...
A mathematical model is developed to route unsteady flow through an irrigation canal network. The mo...
The hydraulic behaviour of a reach is characterized as a function of dimensionless lengh and froude ...
Irrigation canals are open-flow water hydraulic systems, whose objective is mainly to convey water f...
Irrigation canals are open-flow water hydraulic systems, whose objective is mainly to convey water f...
This report gives some guidance on how to obtain black-box models of irrigation canal reaches, using...
The paper firstly presents the model of an irrigation canal, ob-tained by linearizing Saint-Venant e...
The main goal of this paper is to expose and validate a method-ology to design efficient automatic c...
This article addresses the problem of obtaining reduced complexity models of multi-reach water deliv...
[Departement_IRSTEA]RE [TR1_IRSTEA]GES / TRANSCANInternational audienceThis paper exposes and valida...
Irrigation canals are complex hydraulic systems difficult to control. Many models and control strate...
This thesis aims to develop control algorithms for irrigation canals in an experimental framework.Th...
A computer model for simulation of upstream controlled canal systems, based on the Saint-Venant syst...
Water canals for water delivery or irrigation provide a challenging system dynamics and control prob...
A mathematical model is developed for the analysis of spatially varied steady flow in irrigation can...
The main goal of this paper is to expose and validate a methodology to design efficient automatic co...
A mathematical model is developed to route unsteady flow through an irrigation canal network. The mo...
The hydraulic behaviour of a reach is characterized as a function of dimensionless lengh and froude ...
Irrigation canals are open-flow water hydraulic systems, whose objective is mainly to convey water f...
Irrigation canals are open-flow water hydraulic systems, whose objective is mainly to convey water f...
This report gives some guidance on how to obtain black-box models of irrigation canal reaches, using...
The paper firstly presents the model of an irrigation canal, ob-tained by linearizing Saint-Venant e...
The main goal of this paper is to expose and validate a method-ology to design efficient automatic c...
This article addresses the problem of obtaining reduced complexity models of multi-reach water deliv...
[Departement_IRSTEA]RE [TR1_IRSTEA]GES / TRANSCANInternational audienceThis paper exposes and valida...
Irrigation canals are complex hydraulic systems difficult to control. Many models and control strate...
This thesis aims to develop control algorithms for irrigation canals in an experimental framework.Th...
A computer model for simulation of upstream controlled canal systems, based on the Saint-Venant syst...
Water canals for water delivery or irrigation provide a challenging system dynamics and control prob...
A mathematical model is developed for the analysis of spatially varied steady flow in irrigation can...
The main goal of this paper is to expose and validate a methodology to design efficient automatic co...
A mathematical model is developed to route unsteady flow through an irrigation canal network. The mo...