Your search found 15 records
1 Malaterre, P- O.. 1989. A study of the Kirindi Oya right bank main canal operations through an application of a mathematical flow simulation model: prospect of improving performance. Final report of a study for ENGREF/CEMAGREF/IIMI and University of Montpelier, France. Colombo, Sri Lanka: International Irrigation Management Institute (IIMI). v, 108p.
Irrigation canals ; Simulation models ; Flow regulators ; Computer techniques / Sri Lanka / Kirindi Oya Irrigation and Settlement Project
(Location: IWMI HQ Call no: IIMI 631.7.1 G744 MAL Record No: H008927)
https://publications.iwmi.org/pdf/h008927.pdf
(3 MB)

2 Rey, J.; Malaterre, P. O.; Baume, J. P. 1993. Use of simulation model to improve the manual operation procedures of an irrigation canal (Kirindi Oya - Sri Lanka) In HR Wallingford. Maintenance and operation of irrigation/drainage schemes for improved performance: papers presented to the Asian Regional Symposium held in Beijing, People's Republic of China, 24-27 May 1993. Wallingford, Oxfordshire, UK: HR Wallingford. pp.3:27-40.
Irrigation canals ; Irrigation operation ; Computer techniques ; Simulation models / Sri Lanka / Kirindi Oya
(Location: IWMI HQ Call no: 631.7.1 G570 MAI Record No: H012679)
https://vlibrary.iwmi.org/pdf/H012679.pdf
(0.58 MB)
Following a presentation of the operational challenges faced by the canal managers, the use of a simulation model to improve the manual operation procedures of an irrigation canal is detailed. The pilot field site for this IIMI-CEMAGREF collaboration is the Kirindi Oya Right Bank Main Canal (Sri Lanka). The simulation model RBMC is a fully interfaced hydrodynamic model solving complete Saint-Venant equations. Its first applications provided detailed information on canal behavior and a diagnosis on the present manual operation procedures. Its integration in a broader Management Information System provided canal managers with a decision- support package helping them to improve operational procedures. These improvements contributed to increase the water use efficiency.

3 Baume, J. P.; Certain, F.; Malaterre, P. O.; Rey, J.; Sally, H. 1992. Utilisation d'un modele informatique hydraulique pour ameliorer la gestion des canaux d'irrigation: application au canal de Kirindi Oya, Sri Lanka. [Improvement of main canal management through a mathematical flow simulation model, application to the Kirindi-Oya canal (Sri Lanka)]. Paper presented at the 16th European Regional Conference on the European Strategy in Irrigation, Drainage and Flood Control in the '90s, Budapest, Hungary, 21-27 June 1992. 9p.
Canal irrigation ; Mathematical models ; Flow ; Simulation models / Sri Lanka / Kirindi Oya
(Location: IWMI HQ Call no: IIMI 631.7.1 G744 BAU Record No: H003929)

4 Baume, J. P.; Certain, F.; Malaterre, P. O.; Rey, J.; Sally, H. 1992. Un modele informatique pour la gestion des canaux d'irrigation: Application au canal de Kirindi Oya, Sri Lanka. Courants, 14:43-47.
Irrigation canals ; Modernization / Sri Lanka / Kirindi Oya
(Location: IWMI-HQ Call no: IWMI 631.7.1 G744 BAU Record No: H003396)
https://publications.iwmi.org/pdf/H003396.pdf
https://vlibrary.iwmi.org/pdf/H003396.pdf
(0.46 MB) (0.53)

5 Malaterre, P. O.. 1994. Mod,lisation, analyse et commande optimale LQR d'un canal d'irrigation. Montpellier Cedex, France: CEMAGREF. 220p. (Etudes - Equipements pour l'eau et l'environnement no.14)
Irrigation canals ; Canal regulation techniques ; Flow control ; Regulated flow / France / USA
(Location: IWMI-HQ Call no: D 631.7.1 G906 MAL Record No: H015519)
Doctoral thesis presented to ENGREF (Ecole National du Genie Rural, des Eaux et des Forets), 27 January 1994. Methods of automatic control have been developed for irrigation canals since 1970, mainly in France and USA. These methods can be classified according to four concepts: Controlled variables, control logic, design method and implementation. Optimal control, a multivariable method, is developed in this thesis. The required linear model is obtained from Saint-Venant equations, discretised with Preissmann implicit scheme. One advantage of this scheme is not to be constrained by Courant condition. A special modelisation is used for boundary conditions, in order to obtain a controllable system and to limit input velocities. A method is presented that evaluates the modelisation and control time step. The optimal controller can address tracking issues and use prediction of offtake withdrawals. A complete and reduced order state observer are proposed. A perturbation observer is also defined, reconstructing unknown offtake withdrawals and therefore improving the state reconstruction. A method is suggested that initialises the weighting matrices. The optimal controller and the reduced observer are tested on two examples: A low and a high head loss canal reach. Robustness is evaluated, by simulation on a degraded system. Results prove the controller and the observer to be very satisfactory. Finally, results are compared, to other well-known regulation methods.

6 Malaterre, P.-O.. 1994. Review of data loggers and water-level sensors. ITIS (Information Techniques for Irrigation Systems), 1(1):17.
Water measurement ; Data collection ; Irrigation management / Sri Lanka
(Location: IWMI HQ Call no: PER Record No: H015861)

7 Habib, Z.; Kuper, M.; Malaterre, P. O.. 1995. The application of decision support systems to Pakistan's irrigation systems: Results of a Pilot Study in the Chishtian Subdivision. In Kuper, M.; Renault, D.; Rey, J.; Pochat, R., (Eds.), Information techniques for irrigation systems: Selected proceedings of the Second International Network Meeting on Information Techniques for Irrigation Systems held in Lahore/Bahawalnagar, Pakistan, 5-8 December 1994. Colombo, Sri Lanka: IIMI. pp.51-64.
Decision support tools ; Irrigation management ; Irrigation operation ; Irrigation canals ; Computer techniques ; Simulation models ; Performance indexes ; Information systems / Pakistan
(Location: IWMI-HQ Call no: IIMI 631.7.8 G000 KUP Record No: H016552)

8 Malaterre, P. O.. 1995. Regulation of irrigation canals: Characterisation and classification. Irrigation and Drainage Systems, 9(4):297-327.
Irrigation canals ; Flow control ; Design ; Canal regulation techniques
(Location: IWMI-HQ Call no: PER Record No: H017891)
This article suggests and defines a characterization of irrigation canal regulation methods, based on four criteria: considered variables (controlled, measured, and control action variables), logic of control, design method (structure and technique) and field implementation (configuration and device). Depending on the chosen criterion and partition rule, different classifications can be built from this characterization. In conclusion, a structured characterization table of the main published canal regulation method is presented.

9 Jurriens, M.; Malaterre, P. O.. 1996. Practical information and evaluation criteria for irrigation programs. Wageningen, Netherlands: ILRI. In Jurriens, M. ; Lenselink, K. J. (Eds.), Irrigation software information: How to find and evaluate the program you need: Report of a workshop, Montpellier, France, 22-25 January 1996. Wageningen, Netherlands: ILRI. pp.61-74.
Computer software ; Irrigation management ; Irrigation programs ; Evaluation
(Location: IWMI-HQ Call no: 001.6425 G000 JUR Record No: H019618)

10 Kuper, M.; Habib, Z.; Litrico, X.; Malaterre, P. O.. 1998. Improved operational scenarios for regulation and canal water distribution. In Strosser, P. (Ed.), The collaboration between IIMI and CEMAGREF in Pakistan: Proceedings of a one-day workshop, October 3, 1997, International Irrigation Management Institute, Lahore. Lahore, Pakistan: IIMI. Pakistan National Program. pp.7-25.
Irrigation canals ; Flow control ; Canal regulation techniques ; Water distribution ; Models ; Hydraulics / Pakistan / Indus Basin / Chishtian Sub-division / Fordwah Branch
(Location: IWMI-HQ Call no: IIMI 631.7.1 G730 STR Record No: H022402)

11 Belaud, G.; Vabre, A.; Malaterre, P. O.; Nabi, G. 1998. Improving sediment management in irrigation canals of Pakistan. In Strosser, P. (Ed.), The collaboration between IIMI and CEMAGREF in Pakistan: Proceedings of a one-day workshop, October 3, 1997, International Irrigation Management Institute, Lahore. Lahore, Pakistan: IIMI. Pakistan National Program. pp.26-38.
Irrigation canals ; Sedimentation ; Simulation models ; Open channels ; Operations ; Maintenance / Pakistan
(Location: IWMI-HQ Call no: IIMI 631.7.1 G730 STR Record No: H022403)

12 Baume, J. P.; Malaterre, P. O.. 1992. Design of a decision support tool to improve manual operation procedures of an irrigation canal. In IIMI; CEMAGREF. International Workshop on The Application of Mathematical Modelling for the Improvement of Irrigation Canal Operation, October 26-30, 1992, Montpellier, France. pp.91-100.
Decision support tools ; Design ; Irrigation canals ; Canal regulation techniques / Sri Lanka / Kirindi Oya
(Location: IWMI-HQ Call no: IIMI 631.7.1 G000 IIM Record No: H022413)
https://publications.iwmi.org/pdf/H022413.pdf
(0.56 MB)

13 Malaterre, P. O.. 1998. PILOTE: Linear quadratic optimal controller for irrigation canals. Journal of Irrigation and Drainage Engineering, 124(4):187-194.
Irrigation canals ; Design ; Canal regulation techniques ; Mathematical models ; Simulation models ; Performance indexes
(Location: IWMI-HQ Call no: PER Record No: H022896)

14 Baume, J. P.; Sally, H.; Malaterre, P. O.; Rey, J. 1993. Development and field-installation of a mathematical simulation model in support of irrigation canal management. Colombo, Sri Lanka: International Irrigation Management Institute (IIMI). xiv, 89p.
Mathematical models ; Simulation models ; Flow ; Hydraulics ; Irrigation canals ; Decision making ; Research / Sri Lanka / Kirindi Oya
(Location: IWMI-HQ Call no: IIMI 631.7.1 G744 BAU Record No: H012203)
https://publications.iwmi.org/pdf/H_12203i.pdf
The management of a manually operated irrigation canal with a number of control structures presents a special set of challenges to the system manager, who is often confronted with the problem of identifying and implementing a coordinated operational strategy to meet water delivery targets in the absence of adequate and reliable information on how the system is functioning. The development of a microcomputer-based mathematical flow simulation model of the Kirindi Oya Right Bank Main Canal is the first phase in IIMI's efforts to provide canal managers with an innovative decision-support tool to help them meet these challenges. This research project was also the beginning of a fruitful, mutually rewarding and lasting relationship between the International Irrigation Management Institute (11MI) and the Centre National du Machinisme Agricole, du Genie Rural, des Eaux et. des Forets (CEMAGREF). This research paper, co-authored by staff members of both institutions, is yet another outcome of this excellent, collaborative relationship.

15 Litrico, X.; Malaterre, P. O.; Baume, J. P.; Vion, P. Y.; Ribot-Bruno, J. 2007. Automatic tuning of IP controllers for an irrigation canal pool. Journal of Irrigation and Drainage Engineering, 133(1):27-37.
Irrigation canals ; Flow control ; Automation ; Simulation models ; Computer software ; Canal regulation techniques / France
(Location: IWMI HQ Call no: PER Record No: H040013)
https://vlibrary.iwmi.org/pdf/H040013.pdf

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