Complete Listing of Program Described in "Optimal Operation of Multi-Reservoir Water Resources Systems" - Supplement PDF Download
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Author: University of Texas. Center for Research in Water Resources
Publisher:
ISBN:
Category :
Languages : en
Pages : 200
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Book Description
Author: University of Texas. Center for Research in Water Resources
Publisher:
ISBN:
Category :
Languages : en
Pages : 200
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Book Description
Author: William S. Butcher
Publisher:
ISBN:
Category : Reservoirs
Languages : en
Pages : 128
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Book Description
Author: University of Texas at Austin. Center for Research in Water Resources
Publisher:
ISBN:
Category : Reservoirs
Languages : en
Pages : 124
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Book Description
Author: W. S. Butcher
Publisher:
ISBN:
Category : Water resources development
Languages : en
Pages :
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Book Description
Author: Zdzisław Kaczmarek
Publisher:
ISBN:
Category : Reservoirs
Languages : en
Pages : 428
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Book Description
Author: I.V. Nagy
Publisher: Springer Science & Business Media
ISBN: 9401598940
Category : Science
Languages : en
Pages : 341
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Book Description
Storage reservoirs represent one of the most effective tools for eliminating, or at least for minimizing, discrepancies in the time and space variations of water resources distribution and requirements. In fact, the different - often contradictory - and increasing demands on water resources utilization and control usually can be fulfilled only by building multi-purpose reservoir systems. In this way, the available water resources can be exploited and/or managed in a more rational way. Typically, the construction of a dam across a river valley causes water to accumulate in a reservoir behind the dam; the volume of water accumulated in the reservoir will depend, in part, on the dimensions of the dam. The size of the dam will normally affect the capital expenditure in a very significant way. Indeed the construction of large water resource control systems - such as dams - generally involves rather huge manpower and material outlays. Consequently, the elaboration of effectual methods of approach that can be used in establishing the optimal reservoir parameters is of great practical significance. For instance, in the design and operation oflarge multi-reservoir systems, simple simulation and/or optimization models that can identify potentially cost effective and efficient system design are highly desirable. But it should be recognized that the problem of finding optimal capacities for multi-reservoir systems often becomes computationally complex because of the large number of feasible configurations that usually need to be analyzed.
Author: William W-G. Yeh
Publisher:
ISBN:
Category : Mathematical optimization
Languages : en
Pages : 162
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Book Description
Author: Reuven Amir
Publisher:
ISBN:
Category : Mathematical optimization
Languages : en
Pages : 144
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Book Description
Author: Ehsan Goodarzi
Publisher: Springer Science & Business Media
ISBN: 3319044001
Category : Technology & Engineering
Languages : en
Pages : 301
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Book Description
This book presents the basics of linear and nonlinear optimization analysis for both single and multi-objective problems in hydrosystem engineering. The book includes several examples with various levels of complexity in different fields of water resources engineering. The examples are solved step by step to assist the reader and to make it easier to understand the concepts. In addition, the latest tools and methods are presented to help students, researchers, engineers and water managers to properly conceptualize and formulate resource allocation problems, and to deal with the complexity of constraints in water demand and available supplies in an appropriate way.
Author: Wojciech Z. Chmielowski
Publisher: Springer Science & Business Media
ISBN: 3319002392
Category : Technology & Engineering
Languages : en
Pages : 84
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Book Description
This 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 Pontryagin’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.
