Zobrazeno 1 - 10
of 39
pro vyhledávání: '"Sanda-Carmen Georgescu"'
Autor:
Georgiana Dunca, Diana Maria Bucur, Alexandru Aldea, Andrei-Mugur Georgescu, Sanda-Carmen Georgescu
Publikováno v:
Proceedings, Vol 2, Iss 11, p 608 (2018)
A complex hydraulic facility is modelled in EPANET. The system consists in an underground high head Hydro Power Plant (HPP) and a Pumping Station (PS), operating in a pumped-storage hydropower scheme with three reservoirs. The complexity of the syste
Externí odkaz:
https://doaj.org/article/fe2ec3058c4543db8cf23a161ea7404a
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 1136:011001
The present volume contains the Proceedings of the 14th International Conference on Hydroinformatics – HIC 2022, held from the 4th to the 8th of July 2022 in Bucharest, Romania. The conference was jointly organised by the Technical University of Ci
Autor:
Georgiana Dunca, Alexandru Aldea, Sanda-Carmen Georgescu, Andrei-Mugur Georgescu, Diana Maria Bucur
Publikováno v:
Journal of Hydroinformatics. 22:725-737
A complex multi-reservoir hydropower development (HPD) was studied from the point of view of energy production. The Gâlceag HPD system consists of three reservoirs, a high head hydropower plant (HPP) powered by two Francis turbines of 75 MW each, an
Autor:
Razvan Roman, Georgiana Dunca, Sanda-Carmen Georgescu, Vlad-Florin Piraianu, Petre-Ovidiu Ciuc
Publikováno v:
Energy Procedia. 112:100-107
This study points on the operation of a pumping station test rig equipped with 3 vertical centrifugal pumps, with variable speed, coupled in parallel. We investigated the pumps operation by imposing reference levels for the pumping head, then attaini
Autor:
Sanda-Carmen Georgescu, Costin Ioan Cosoiu, Alina Alexandrina Nicolae, Diana Maria Bucur, Raluca Gabriela Iovanel
Publikováno v:
Energy Procedia. 112:51-57
This paper focuses on the Cooling Water System (CWS) of Vidraru Hydro-Power Plant (HPP) − a 220 MW underground HPP, on the Arges River in Romania. It is equipped with 4 high head vertical Francis turbines of 55 MW each, 4 hydropower generators of 6
Autor:
Georgiana Dunca, Remus Alexandru Madularea, Sanda-Carmen Georgescu, Andrei-Mugur Georgescu, Diana Maria Bucur
Publikováno v:
Environmental Engineering and Management Journal. 16:1071-1079
The present study proposes a chlorination schedule calibrated for the Drinking Water Distribution Network (DWDN) of Buzau . a medium sized city, in South-Eastern Romania. The numerical model of Buzau's DWDN was set up in EPANET, considering the main
Autor:
Sanda-Carmen Georgescu, Georgiana Dunca, Petre-Ovidiu Ciuc, Remus Alexandru Madularea, Diana Maria Bucur, Andrei-Mugur Georgescu
Publikováno v:
2019 International Conference on ENERGY and ENVIRONMENT (CIEM).
To analyse duty points dropdown when centrifugal pumps run with cavitation on their suction side, experiments were conducted on a pumping station (PS) rig, where up to three variable speed driven pumps can run in parallel-coupling. The PS rig is equi
Autor:
Sanda-Carmen Georgescu, Ionut Stelian Grecu, Eliza Isabela Tica, Catalin-Gabriel Andrei, Angela Neagoe, Silvia Nastase
Publikováno v:
2019 International Conference on ENERGY and ENVIRONMENT (CIEM).
The computational efficiency of various nature-inspired algorithms is compared here for a specific hydropower optimization problem, selected as test-case due to its accurate reference solution yielded by the Newton-Raphson method. The above test-case
Publikováno v:
E3S Web of Conferences, Vol 85, p 06003 (2019)
The paper presents an EPANET model of a groundwater well field. The method used in the simulations to model the variation of the hydrodynamic levels in wells as a function of the pumped flow rate is discussed, and a comparison to previous simulations
Autor:
Andrei-Mugur Georgescu, Sanda-Carmen Georgescu, Luigi Berardi, Orazio Giustolisi, Daniele Biagio Laucelli
Many researches are currently addressing issues of optimizing the groundwater extraction systems, including the pumping equipment. One of the problems is that the flow rate extracted from the well must be smaller or equal to the optimum well flow rat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::017422d89f22d5a71674534131f97b34
http://hdl.handle.net/11589/206477
http://hdl.handle.net/11589/206477