Second Phase
Vlasina
Hydroelectric Power Plants
and
Pumping
Station Lisina
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Stanislav Pejovic
part time Enertoptoject
Belgrade, Serbia (Yugoslavia)
Design period:
II stage 1972-1977
Link: http://www.hidrotehnika.rs/en/serbia/vlasina/
Pumping Station Lisina 28 MW

Pumping Station Lisina 28 MW Pumping Station Lisina 48 MW Hydroelectric Station. Vrla I to IV 128 MW

Four Power Plants:
Vrla I - 51 MW
Vrla II - 24 MW
Vrla III - 29 MW
Vrla IV - 25 MW
--------------------------------
Total: Vrla (I + II + III + IV) - 129 MW
Pumped Storage Station:
Lisina - 26 MW
___________________________
|
Vrla I Vrla I. Units of first and second phase |
Vrla I
- Phase II Type: Vertical shaft Pelton turbine Head: 321 m Hydro Power Plant "Vrla I" |
|
Vrla II Hydro Power Plant "Vrla II" |
Vrla II
- Phase II Type: Vertical shaft, single
stage, single runner, Francis turbine Head: 145 m |
|
Vrla
III Hydro Power Plant "Vrla III" |
Vrla
III - Phase II Type: Vertical shaft, single
stage, single runner, Francis turbine Head: 176 m |
|
Vrla IV Hydro Power Plant "Vrla IV" |
Vrla IV
- Phase II Type: Vertical shaft, single
stage, single runner, Francis turbine Head: 150 m |
Pumped Storage Station "Lisina"

Lisina's lower reservoir storage
Pump
Specifications
Type:
Vertical shaft, single stage,
single runner, centrifugal pump
Head: 316-339 m
Discharge: 3.4-3.8 m3/s
Input Power: 13 MW
Speed: 1500 rpm
Runaway speed: 2000 rpm
Submergence: 38 m
Mechanical
Design
As part time expert at "Energoprojet", Belgrade Prof. S Pejovic had conducted mechanical design of second phase of Vlasina's power plants (Power plants: "Vrla I", "Vrla II", "Vrla III" and "Vrla IV") and "Lisina" pumped storage plant.
Power output of second phase units was increased for 26 %.
Tender
Documents
Tender documents for Pelton turbines for "Vrla I" Power Plant and "Lisina" Pumped Storage Station had been carefully analyzed and written.
Transient Analyses
Field tests of hydraulic transient proofed quality of design and plants.
Hydraulic Vibration and Stability Analyses
Hydraulic vibration and stability had been analyzed in frequency domain.
Site
Measurements
Field acceptance tests confirmed the quality of the units in operation.
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