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Cites:

1

Information Journal Paper

Title

OPTIMUM DESIGN AND OPERATION OF CYCLIC STORAGE SYSTEMS; LUMPED APPROACH

Pages

  41-54

Abstract

 Conjunctive use of surface and GROUNDWATER resources is a preferred approach in water resources management. Compared to dam construction, GROUNDWATER has certain advantages, among which are less costs, less sedimentation and evaporation, fewer water quality problems, and less social and cultural problems. To reduce the major problems associated with the development of large-scale surface impoundment systems, CYCLIC STORAGE SYSTEMS can be used as an alternative. A cyclic storage system (CYCS) is an integrated interactive system consisting of two subsystems of SURFACE WATER storage (reservoir) and GROUNDWATER; this system together with artificial recharge is able to satisfy the predefined demands with rather high reliability. In order to optimize these systems, one must consider the hydraulic interactions between all the components, but unfortunately it has been neglected in many studies. In this article, a nonlinear optimization model for design and operation of CYCLIC STORAGE SYSTEMS has been developed using the lumped approach. In order to evaluate the model, its results have been compared with the results of a model in which distributed approach had been deployed, and so the efficiency of LUMPED MODELs to solve the problems of CYCLIC STORAGE SYSTEMS has been investigated.

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  • Cite

    APA: Copy

    OSTAD RAHIMI, L., ARDESHIR, A.A., & AFSHAR, ABAS. (2007). OPTIMUM DESIGN AND OPERATION OF CYCLIC STORAGE SYSTEMS; LUMPED APPROACH. WATER AND WASTEWATER, 17(4 (60)), 41-54. SID. https://sid.ir/paper/103860/en

    Vancouver: Copy

    OSTAD RAHIMI L., ARDESHIR A.A., AFSHAR ABAS. OPTIMUM DESIGN AND OPERATION OF CYCLIC STORAGE SYSTEMS; LUMPED APPROACH. WATER AND WASTEWATER[Internet]. 2007;17(4 (60)):41-54. Available from: https://sid.ir/paper/103860/en

    IEEE: Copy

    L. OSTAD RAHIMI, A.A. ARDESHIR, and ABAS AFSHAR, “OPTIMUM DESIGN AND OPERATION OF CYCLIC STORAGE SYSTEMS; LUMPED APPROACH,” WATER AND WASTEWATER, vol. 17, no. 4 (60), pp. 41–54, 2007, [Online]. Available: https://sid.ir/paper/103860/en

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