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Steady Optimisation Time, ST

  • Wojciech Z. ChmielowskiEmail author
Chapter
Part of the SpringerBriefs in Applied Sciences and Technology book series (BRIEFSAPPLSCIENCES)

Abstract

The currently analysed issue is a compilation of the two former ones (Figs. 6.1, 6.2 and 6.3). Initial conditions of reservoirs are linked by equation \(g_1({t_0})\) , and final conditions for trajectories of reservoirs have to satisfy equation \(g_2({W})\) with the assumption that \({t_0}\) and \({W}\) are preset values determining a specific optimisation horizon. For the purposes of numerical illustration, a simple water distribution system was taken, distributing water from three reservoirs to three consumers, with the assumption that each reservoir supplies one consumer (Fig. 6.1)

Copyright information

© The Author(s) 2013

Authors and Affiliations

  1. 1.Institute of Water Engineering and ManagementKrakow University of TechnologyKrakowPoland

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