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    Optimum Diversion Plan for Hydropower Scheme

    Source: Journal of Water Resources Planning and Management:;1989:;Volume ( 115 ):;issue: 002
    Author:
    Tawatchai Tingsanchali
    ,
    Carlos C. Carriaga
    DOI: 10.1061/(ASCE)0733-9496(1989)115:2(195)
    Publisher: American Society of Civil Engineers
    Abstract: An overall study has been made to develop an optimum water resources utilization plan in the Cho Shui River Basin in Taiwan, the Republic of China (ROC). This paper represents a part of this overall study. It focuses on the optimum diversion plan and preliminary design of diversion amounts, tunnel sizes and capacities of power plants. Two diversion schemes, scheme I and scheme II, are identified and evaluated based on economic criteria. The optimization procedure of the present study consists of two phases: the first phase deals with the separate optimization of each subsystem consisting of diversions and power plants; the second phase deals with the economic evaluation of the combined subsystems. The optimum capacities of diversions and power plants in each scheme are determined successfully by using Rosenbrock's technique of nonlinear programming.
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      Optimum Diversion Plan for Hydropower Scheme

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    http://yetl.yabesh.ir/yetl1/handle/yetl/38954
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    contributor authorTawatchai Tingsanchali
    contributor authorCarlos C. Carriaga
    date accessioned2017-05-08T21:06:30Z
    date available2017-05-08T21:06:30Z
    date copyrightMarch 1989
    date issued1989
    identifier other%28asce%290733-9496%281989%29115%3A2%28195%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38954
    description abstractAn overall study has been made to develop an optimum water resources utilization plan in the Cho Shui River Basin in Taiwan, the Republic of China (ROC). This paper represents a part of this overall study. It focuses on the optimum diversion plan and preliminary design of diversion amounts, tunnel sizes and capacities of power plants. Two diversion schemes, scheme I and scheme II, are identified and evaluated based on economic criteria. The optimization procedure of the present study consists of two phases: the first phase deals with the separate optimization of each subsystem consisting of diversions and power plants; the second phase deals with the economic evaluation of the combined subsystems. The optimum capacities of diversions and power plants in each scheme are determined successfully by using Rosenbrock's technique of nonlinear programming.
    publisherAmerican Society of Civil Engineers
    titleOptimum Diversion Plan for Hydropower Scheme
    typeJournal Paper
    journal volume115
    journal issue2
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1989)115:2(195)
    treeJournal of Water Resources Planning and Management:;1989:;Volume ( 115 ):;issue: 002
    contenttypeFulltext
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