scholarly journals Improving frequency containment reserve provision in run-of-river hydropower plants

2021 ◽  
Vol 28 ◽  
pp. 100538
Author(s):  
F. Gerini ◽  
E. Vagnoni ◽  
R. Cherkaoui ◽  
M. Paolone
Author(s):  
Predrag Simonović ◽  
Ratko Ristić ◽  
Vukašin Milčanović ◽  
Siniša Polovina ◽  
Ivan Malušević ◽  
...  

2019 ◽  
Vol 256 ◽  
pp. 113980 ◽  
Author(s):  
Alban Kuriqi ◽  
António N. Pinheiro ◽  
Alvaro Sordo-Ward ◽  
Luis Garrote

2015 ◽  
Vol 5 (4) ◽  
pp. 86-92 ◽  
Author(s):  
Mikhail Ivanovich BALZANNIKOV

Considered run-of-river hydropower plants (HPP). Notes the importance of technical-economic calculations in the justifi cation of large water-conducting elements of the path these types of HPP. The methodology of economic substantiation of the expediency of increasing the length of the draft tube. Using the technique of the calculations for lowpressure hydroelectric run-of-river type. The results of the analysis of the influence of the operating conditions of the hydroelectric power station on basic geometrical parameters of draft tube.


10.14311/720 ◽  
2005 ◽  
Vol 45 (3) ◽  
Author(s):  
P. Fošumpaur ◽  
F. Čihák

The appropriate design of the turbine intake structure of a hydropower plant is based on assumptions about its suitable function, and the design will increase the total efficiency of operation. This paper deals with optimal design of the turbine structure of run-of-river hydropower plants. The study focuses mainly on optimization of the hydropower plant location with respect to the original river banks, and on the optimal design of a separating pier between the weir and the power plant. The optimal design of the turbine intake was determined with the use of 2-D mathematical modelling. A case study is performed for the optimal design of a turbine intake structure on the Nemen river in Belarus. 


Water ◽  
2021 ◽  
Vol 13 (21) ◽  
pp. 2983
Author(s):  
Stephan Heimerl ◽  
Niklas Schwiersch

In times of the energy transition and the intensified expansion of renewable energy systems, this article presents an optimization approach for run-of-river power, i.e., dynamic water-level regulation. Its basic idea is to use river sections influenced by backwater more evenly via the operating regime of a hydropower plant. In contrast to conventional dam and weir water level management, the head of the reservoir is not shifted toward the weir while the discharge rate increases but is kept in position by temporarily raising the water level. This generates a greater head for higher discharge rates of an operating regime. As can be shown using an example, this has a direct effect on the performance and, in interaction with the discharge duration curve, on the annual work of the plant. The dynamic water-level regulation, thus, represents an environmentally compatible, energy-efficient optimization for run-of-river hydropower plants.


2018 ◽  
Vol 144 (2) ◽  
pp. 04017078 ◽  
Author(s):  
Daniela Elena Gogoaşe Nistoran ◽  
Cristina Sorana Ionescu ◽  
Livioara Braşoveanu ◽  
Iuliana Armaş ◽  
Ioana Opriş ◽  
...  

Sign in / Sign up

Export Citation Format

Share Document