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Operational flood routing for hydroelectric plants
Hydraulic flood routing models need geomorphological, hydrologic and hydraulic field information from the stream-watershed system where they are applied. The spatial and temporal variability and the limited variability of this field information for most of nautral streams are the main reasons for application difficulties and inaccuracies of the hydraulic flood routing models. The stochastic model presented for transferrring flood streamflows with lateral inflows overcomes all these difficulties and has been used successfully in the design and the operation of hydroelectric plants.
Operational flood routing for hydroelectric plants
Hydraulic flood routing models need geomorphological, hydrologic and hydraulic field information from the stream-watershed system where they are applied. The spatial and temporal variability and the limited variability of this field information for most of nautral streams are the main reasons for application difficulties and inaccuracies of the hydraulic flood routing models. The stochastic model presented for transferrring flood streamflows with lateral inflows overcomes all these difficulties and has been used successfully in the design and the operation of hydroelectric plants.
Operational flood routing for hydroelectric plants
Operationale Flussrichtungsbestimmung fuer den Bau von Wasserkraftwerken
Mimikou, M. (Autor:in)
International Water Power and Dam Construction ; 35 ; 24-27
1983
4 Seiten, 8 Quellen
Aufsatz (Zeitschrift)
Englisch
British Library Online Contents | 2010
|Operational monitoring of the technical condition of hydroelectric plants
Springer Verlag | 2010
|Operational monitoring of the technical condition of hydroelectric plants
Online Contents | 2010
|Operational monitoring of the technical condition of hydroelectric plants
Online Contents | 2010
|Engineering Index Backfile | 1914
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