Pregled bibliografske jedinice broj: 31934
Optimal Strategy of Tunnel Filling in a Hydroelectric Power Plant
Optimal Strategy of Tunnel Filling in a Hydroelectric Power Plant // Proceedings of the 15th International Congress "Energy and Environment" / Franković, Bernard (ur.).
Rijeka, 1998. (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Optimal Strategy of Tunnel Filling in a Hydroelectric Power Plant
Autori
Sopta, Luka ; Vuković, Senka
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 15th International Congress "Energy and Environment"
/ Franković, Bernard - Rijeka, 1998
Skup
15th International Congress "Energy and Environment"
Mjesto i datum
Opatija, Hrvatska, 28.10.1998. - 30.10.1998
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
tunnel filling dynamics; open-channel flow theory; uniform and critical flow; hydraulic jumps; optimal sluice gate opening strategy
Sažetak
In this paper the optimal strategy of filling the tunnel that conducts water to the hydroelectric power plant "Vinodol" is presented. The optimization problem consists in finding the sluice gate opening strategy that minimizes the time needed to fill the tunnel, taking into consideration two limitations: the pressure values must not exceed prescribed limits and no air-sockets should be created in the process. The tunnel filling dynamics is presented in detail. For the initial phase of the filling process open-channel theory is applied. Uniform and critical flow depths and conjugate hydraulic jump depths for all the tunnel sections and typically used discharges are calculated. The parameters for the model are estimated from the available data and measurements. A computer program that implements the model and enables the simulation of the filling process is developed. With the aid of this computer program a methodology for finding the optimal sluice gate opening heights is defined. This methodology gives the results that reduced the time needed to fill the tunnel from the existing 10 to only 5 hours, i.e. the improvement is very significant. Further smaller improvements can possibly be obtained after collecting new measurements that will give better model parameter estimation. Also in the sequel the authors will investigate an alternative mathematical model based on partial differential equations for the open channel flow with moving domain boundary.
Izvorni jezik
Engleski
Znanstvena područja
Strojarstvo