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Steady Optimisation Time, ST

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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)

Keywords

Supply Reservoir Optimization Horizon Numerical Illustration Optimization Task Solution Acceptable Shift 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

Copyright information

© The Author(s) 2013

Authors and Affiliations

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

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