000			04583nam a22004575i 4500
001			293033
003			MX-SnUAN
005			20160429155050.0
007			cr nn 008mamaa
008			150903s2012 sz | o |||| 0|eng d
020			_a9783034804363 _99783034804363
024	7		_a10.1007/9783034804363 _2doi
035			_avtls000345317
039		9	_a201509030331 _bVLOAD _c201405050319 _dVLOAD _y201402061333 _zstaff
040			_aMX-SnUAN _bspa _cMX-SnUAN _erda
050		4	_aQA402.5-402.6
100	1		_aMartin, Alexander. _eeditor. _9325304
245	1	0	_aMathematical Optimization of Water Networks / _cedited by Alexander Martin, Kathrin Klamroth, Jens Lang, Günter Leugering, Antonio Morsi, Martin Oberlack, Manfred Ostrowski, Roland Rosen.
264		1	_aBasel : _bSpringer Basel : _bImprint: Birkhäuser, _c2012.
300			_axiv, 196 páginas 106 ilustraciones, 24 ilustraciones en color. _brecurso en línea.
336			_atexto _btxt _2rdacontent
337			_acomputadora _bc _2rdamedia
338			_arecurso en línea _bcr _2rdacarrier
347			_aarchivo de texto _bPDF _2rda
490	0		_aInternational Series of Numerical Mathematics ; _v162
500			_aSpringer eBooks
505	0		_aPart I Optimization of Water Supply Networks -- Modelling and Numerical Simulation of Pipe Flow Problems in Water Supply Systems -- Simulation and Continuous Optimization -- Mixed Integer Optimizationof Water Supply Networks -- Nonlinear and Mixed Integer Linear Programming -- Part II Optimal Control of Sewer Networks -- Optimal Control of Sewer Networks Problem Description -- Modelling of Channel Flows with Transition Interface Separating Free Surface and Pressurized Channel Flows -- Optimal Control of Sewer Networks Engineers View -- Real-Time Control of Urban Drainage Systems -- Performance and Comparison of BlueM.MPC and Lamatto -- Multicriteria Optimization in Wastewater Management.
520			_aWater supply- and drainage systems and mixed water channel systems are networks whose high dynamic is determined and/or affected by consumer habits on drinking water on the one hand and by climate conditions, in particular rainfall, on the other hand. According to their size, water networks consist of hundreds or thousands of system elements. Moreover, different types of decisions (continuous and discrete) have to be taken in the water management. The networks have to be optimized in terms of topology and operation by targeting a variety of criteria. Criteria may for example be economic, social or ecological ones and may compete with each other. The development of complex model systems and their use for deriving optimal decisions in water management is taking place at a rapid pace. Simulation and optimization methods originating in Operations Research have been used for several decades; usually with very limited direct cooperation with applied mathematics.  The research presented here aims at bridging this gap, thereby opening up space for synergies and innovation. It is directly applicable for relevant practical problems and has been carried out in cooperation with utility and dumping companies, infrastructure providers and planning offices. A close and direct connection to the practice of water management has been established by involving application-oriented know-how from the field of civil engineering. On the mathematical side all necessary disciplines were involved, including mixed-integer optimization, multi-objective and facility location optimization, numerics for cross-linked dynamic transportation systems and optimization as well as control of hybrid systems.  Most of the presented research has been supported by the joint project „Discret-continuous optimization of dynamic water systems“ of the federal ministry of education and research (BMBF).
590			_aPara consulta fuera de la UANL se requiere clave de acceso remoto.
700	1		_aKlamroth, Kathrin. _eeditor. _9325305
700	1		_aLang, Jens. _eeditor. _9325306
700	1		_aLeugering, Günter. _eeditor. _9325307
700	1		_aMorsi, Antonio. _eeditor. _9325308
700	1		_aOberlack, Martin. _eeditor. _9324246
700	1		_aOstrowski, Manfred. _eeditor. _9325309
700	1		_aRosen, Roland. _eeditor. _9325310
710	2		_aSpringerLink (Servicio en línea) _9299170
776	0	8	_iEdición impresa: _z9783034804356
856	4	0	_uhttp://remoto.dgb.uanl.mx/login?url=http://dx.doi.org/10.1007/978-3-0348-0436-3 _zConectar a Springer E-Books (Para consulta externa se requiere previa autentificación en Biblioteca Digital UANL)
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999			_c293033 _d293033