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010   $a3-319-00239-2
024 7 $a10.1007/978-3-319-00239-2
035   $a(CKB)2670000000389050
035   $a(EBL)1317674
035   $a(SSID)ssj0000935413
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035   $a(PQKBTitleCode)TC0000935413
035   $a(PQKBWorkID)10955637
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035   $a(DE-He213)978-3-319-00239-2
035   $a(MiAaPQ)EBC1317674
035   $a(PPN)170489485
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100   $a20130429d2013      uy         0
101 0 $aeng
135   $aur|n|---|||||
181   $ctxt
182   $cc
183   $acr
200 10$aManagement of complex multi-reservoir water distribution systems using advanced control theoretic tools and techniques /$fWojciech Z. Chmielowski
205   $a1st ed. 2013.
210   $aNew York $cSpringer$d2013
215   $a1 online resource (84 p.)
225  0$aSpringerBriefs in applied sciences and technology.$pComputational intelligence,$x2191-530X
300   $aDescription based upon print version of record.
311   $a3-319-00238-4 
320   $aIncludes bibliographical references.
327   $apt. 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.
330   $aThis study discusses issues of optimal water management in a complex distribution system. The main elements of the water-management system under consideration are retention reservoirs, among which water transfers are possible, and a network of connections between these reservoirs and water treatment plants (WTPs). System operation optimisation involves determining the proper water transport routes and their flow volumes from the retention reservoirs to the WTPs, and the volumes of possible transfers among the reservoirs, taking into account transport-related delays for inflows, outflows and water transfers in the system. Total system operation costs defined by an assumed quality coefficient should be minimal. An analytical solution of the optimisation task so formulated has been obtained as a result of using Pontriagin?s maximum principle with reference to the quality coefficient assumed. Stable start and end conditions in reservoir state trajectories have been assumed. The researchers have taken into account cases of steady and transient optimisation duration. The solutions obtained have enabled the creation of computer models simulating system operation. In future, an analysis of the results obtained may affect decisions supporting the control of currently existing water-management systems.
410  0$aSpringerBriefs in Computational Intelligence,$x2625-3704
606   $aWater$xDistribution$xManagement
615  0$aWater$xDistribution$xManagement.
676   $a333.9117
700   $aChmielowski$b Wojciech Z$01058214
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910437919803321
996   $aManagement of Complex Multi-reservoir Water Distribution Systems using Advanced Control Theoretic Tools and Techniques$92497939
997   $aUNINA