Performance of water delivery system at tertiary canal level: a case study of the Menemen Left Bank Irrigation System, Gediz Basin, Turkey

2004 ◽  
Vol 65 (3) ◽  
pp. 155-171 ◽  
Author(s):  
H.B. Unal ◽  
S. Asik ◽  
M. Avci ◽  
S. Yasar ◽  
E. Akkuzu
2001 ◽  
Vol 3 (1) ◽  
pp. 11-22 ◽  
Author(s):  
J. B. Nixon ◽  
G. C. Dandy ◽  
A. R. Simpson

This paper examines the use of genetic algorithm (GA) optimization to identify water delivery schedules for an open-channel irrigation system. Significant objectives and important constraints are identified for this system, and suitable representations of these within the GA framework are developed. Objectives include maximizing the number of orders that are scheduled to be delivered at the requested time and minimizing variations in the channel flow rate. If, however, an order is to be shifted, the irrigator preference for this to be by ±24 h rather than ±12 h is accounted for. Constraints include avoiding exceedance of channel capacity. The GA approach is demonstrated for an idealized system of five irrigators on a channel spur. In this case study, the GA technique efficiently identified the optimal schedule that was independently verified using full enumeration of the entire search space of possible order schedules. Results have shown great promise in the ability of GA techniques to identify good irrigation order schedules.


1997 ◽  
Vol 32 (2) ◽  
pp. 163-179 ◽  
Author(s):  
Luc Gilot ◽  
Roger Calvez ◽  
Partick Le Goulvenp ◽  
Thierry Ruf

2007 ◽  
Vol 7 (4) ◽  
pp. 607-611 ◽  
Author(s):  
Erhan Akkuzu ◽  
Halil Baki unal ◽  
Bekir Sitki Karatas

2019 ◽  
Vol 70 (11) ◽  
pp. 3903-3907
Author(s):  
Galina Marusic ◽  
Valeriu Panaitescu

The paper deals with the issues related to the pollution of aquatic ecosystems. The influence of turbulence on the transport and dispersion of pollutants in the mentioned systems, as well as the calculation of the turbulent diffusion coefficients are studied. A case study on the determination of turbulent diffusion coefficients for some sectors of the Prut River is presented. A new method is proposed for the determination of the turbulent diffusion coefficients in the pollutant transport equation for specific sectors of a river, according to the associated number of P�clet, calculated for each specific area: the left bank, the right bank and the middle of the river.


2021 ◽  
Vol 60 ◽  
pp. 127053
Author(s):  
Fahime Mohamadzade ◽  
Mahdi Gheysari ◽  
Mina Kiani

2008 ◽  
Vol 37 (2) ◽  
pp. 87-102 ◽  
Author(s):  
Hans A. Skott-Myhre ◽  
Rebecca Raby ◽  
Jamie Nikolaou

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