Management of Complex Multi-reservoir Water Distribution Systems using Advanced Control Theoretic Tools and Techniques

This study discusses issues of optimal water management in a complex distribution system. The main elements of the water-management system under consideration are retention reservoirs, among which water transfers are possible, and a network of connections between these reservoirs and water treatment...

Πλήρης περιγραφή

Λεπτομέρειες βιβλιογραφικής εγγραφής
Κύριος συγγραφέας: Chmielowski, Wojciech Z. (Συγγραφέας)
Συγγραφή απο Οργανισμό/Αρχή: SpringerLink (Online service)
Μορφή: Ηλεκτρονική πηγή Ηλ. βιβλίο
Γλώσσα:English
Έκδοση: Heidelberg : Springer International Publishing : Imprint: Springer, 2013.
Σειρά:SpringerBriefs in Applied Sciences and Technology,
Θέματα:
Διαθέσιμο Online:Full Text via HEAL-Link
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100 1 |a Chmielowski, Wojciech Z.  |e author. 
245 1 0 |a Management of Complex Multi-reservoir Water Distribution Systems using Advanced Control Theoretic Tools and Techniques  |h [electronic resource] /  |c by Wojciech Z. Chmielowski. 
264 1 |a Heidelberg :  |b Springer International Publishing :  |b Imprint: Springer,  |c 2013. 
300 |a VI, 85 p. 22 illus.  |b online resource. 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
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490 1 |a SpringerBriefs in Applied Sciences and Technology,  |x 2191-530X 
520 |a This study discusses issues of optimal water management in a complex distribution system. The main elements of the water-management system under consideration are retention reservoirs, among which water transfers are possible, and a network of connections between these reservoirs and water treatment plants (WTPs). System operation optimisation involves determining the proper water transport routes and their flow volumes from the retention reservoirs to the WTPs, and the volumes of possible transfers among the reservoirs, taking into account transport-related delays for inflows, outflows and water transfers in the system. Total system operation costs defined by an assumed quality coefficient should be minimal. An analytical solution of the optimisation task so formulated has been obtained as a result of using Pontriagin’s maximum principle with reference to the quality coefficient assumed. Stable start and end conditions in reservoir state trajectories have been assumed. The researchers have taken into account cases of steady and transient optimisation duration. The solutions obtained have enabled the creation of computer models simulating system operation. In future, an analysis of the results obtained may affect decisions supporting the control of currently existing water-management systems. 
650 0 |a Engineering. 
650 0 |a Energy policy. 
650 0 |a Energy and state. 
650 0 |a Computational intelligence. 
650 0 |a Fluid mechanics. 
650 0 |a Control engineering. 
650 1 4 |a Engineering. 
650 2 4 |a Computational Intelligence. 
650 2 4 |a Engineering Fluid Dynamics. 
650 2 4 |a Control. 
650 2 4 |a Energy Policy, Economics and Management. 
710 2 |a SpringerLink (Online service) 
773 0 |t Springer eBooks 
776 0 8 |i Printed edition:  |z 9783319002385 
830 0 |a SpringerBriefs in Applied Sciences and Technology,  |x 2191-530X 
856 4 0 |u http://dx.doi.org/10.1007/978-3-319-00239-2  |z Full Text via HEAL-Link 
912 |a ZDB-2-ENG 
950 |a Engineering (Springer-11647)