1.

Record Nr.

UNINA9910437919803321

Autore

Chmielowski Wojciech Z

Titolo

Management of complex multi-reservoir water distribution systems using advanced control theoretic tools and techniques / / Wojciech Z. Chmielowski

Pubbl/distr/stampa

New York, : Springer, 2013

ISBN

3-319-00239-2

Edizione

[1st ed. 2013.]

Descrizione fisica

1 online resource (84 p.)

Collana

SpringerBriefs in applied sciences and technology. Computational intelligence, , 2191-530X

Disciplina

333.9117

Soggetti

Water - Distribution - Management

Lingua di pubblicazione

Inglese

Formato

Materiale a stampa

Livello bibliografico

Monografia

Note generali

Description based upon print version of record.

Nota di bibliografia

Includes bibliographical references.

Nota di contenuto

pt. I. Steady boundary conditions in the trajectories of states for optimal management of complex multi-reservoir water distribution sytem -- pt. II. Related boundary conditions in the trajectories of states for optimal management of complex multi-reservoir water distribution sytem.

Sommario/riassunto

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.