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)
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Chmielowski, W.Z. (2013). Steady Optimisation Time, ST. In: Management of Complex Multi-reservoir Water Distribution Systems using Advanced Control Theoretic Tools and Techniques. SpringerBriefs in Applied Sciences and Technology(). Springer, Heidelberg. https://doi.org/10.1007/978-3-319-00239-2_6
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DOI: https://doi.org/10.1007/978-3-319-00239-2_6
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