Pressure Oscillations in Piva Hydro Power Plant Draft Tube: Case Studies

Author(s):  
Z. Giljen

In this paper performed the analysis and comparison the measured values of pressure oscillations in the draft tube of Francis units obtained in tests from 1976 and 2009. HPP “Piva” has been operating since 1976. In July 1976, September 1976 and in October 1976, performed tests on Francis units HPP “Piva”, at different levels of head water elevations, reason for which measurements are repeated complexity of the observed problems, the excessive pressures oscillations in the unit’s draft tube. Also during 2009 performed measurements the pressure oscillations on the rim of the draft tube and at turbine head cover Francis units HPP “Piva”, as a supervising engineer I worked on these measurements. During 1976, team from Litostroj-Ljubljana performed the measurements and recording of pressures oscillations in the middle of draft tube (in direction of the unit’s axis), at 0.25 Ds distance from the draft tube’s rim, and at the mere rim of the draft tube. The most unfavourable results were obtained, on the measuring point at 0.25 Ds from the rim the draft tube. In order improve the performances of Francis turbines installed in the HPP “Piva” units, it is very important thoroughly investigate and eliminate the causes of increased pressure oscillations in the draft tube HPP “Piva” units.

Author(s):  
Albert Ruprecht ◽  
Thomas Helmrich

The system oscillations of a water power plant caused by the draft tube flow in part load are investigated. A coupled simulation of a one-dimensional water hammer analysis and a three-dimensional flow calculation of the draft tube vortex rope is applied. With this approach the excitations of the oscillations, frequencies and amplitudes, have not to be estimated but are obtained from the simulation. This allows an accurate prediction of the system oscillations caused by draft tube surge.


2020 ◽  
Vol 140 (6) ◽  
pp. 531-538
Author(s):  
Kotaro Nagaushi ◽  
Atsushi Umemura ◽  
Rion Takahashi ◽  
Junji Tamura ◽  
Atsushi Sakahara ◽  
...  

Author(s):  
Valeri Mladenov ◽  
Veselin Chobanov ◽  
Panagiotis Sarigiannidis ◽  
Panagiotis I. Radoglou-Grammatikis ◽  
Anton Hristov ◽  
...  

2018 ◽  
Vol 73 ◽  
pp. 01017
Author(s):  
Ignatius Sriyana

Land degradation on the upstream of watershed will affect hydrology condition in a way that it will disrupt the sustainability of its existing micro hydro. The purpose of this study is to evaluate micro hydro power plant in central Java toward sustainability against hydrology condition of watershed. This study is using River Regime Coefficient (RRC) approach where hydrology of watershed with coefficient value less than 50 is classified as non-critical, between 50 and 120 is moderate and more than 120 is critical. Result of the study that was done on 33 micro hydro power plants scattered on 9 watersheds is showing that there are 2 power plants on 2 watersheds have hydrology condition in non-critical status (9.09%), 1 power plant on 1 watershed is in between critical and non-critical status (3.03%), 21 power plants on 3 watersheds are in between critical and moderate status (63.64%), 8 power plants on 6 watersheds are in critical status (21.21%) and 1 power plant on 1 watershed is in between moderate and critical status (3.03%).


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