1989
DOI: 10.1109/mper.1989.4310941
|View full text |Cite
|
Sign up to set email alerts
|

Variable Structure and Time-Varying Parameter Control for Hydroelectric Generating Unit

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1

Citation Types

0
3
0

Year Published

1990
1990
2014
2014

Publication Types

Select...
2
1

Relationship

0
3

Authors

Journals

citations
Cited by 3 publications
(3 citation statements)
references
References 0 publications
0
3
0
Order By: Relevance
“…Moreover, there are existing models of linear and nonlinear hydro-turbine set with non-elastic and elastic water column effects. Non-elastic water column have been largely handled by previous works including Malik et al [8], Ramey et al [9], Bhaskar [10] and Luqing et al [11].…”
Section: Literature Reviewmentioning
confidence: 99%
“…Moreover, there are existing models of linear and nonlinear hydro-turbine set with non-elastic and elastic water column effects. Non-elastic water column have been largely handled by previous works including Malik et al [8], Ramey et al [9], Bhaskar [10] and Luqing et al [11].…”
Section: Literature Reviewmentioning
confidence: 99%
“…The social and financial benefits obtained from this event are innumerable. 6 FURTHER DEVELOPMENT Based on the theoretical and practical experience gained from these governors, a joint project t o develop a more effective pP-based governor has been started between The University of Calgary and Huazhong University of Science and Technology supported by The Natural Sciences and Engineering Research Council of Canada(NSERC) and The Natural Sciences Foundation of China(NSFC). The project includes theoretical reszxch to develop a new control strategy, a multiprocessorbased implementation of the new control strategy and field tests.…”
Section: -4 B E N E F I T T O the Networkmentioning
confidence: 99%
“…This approach is based on assuming an inelastic penstock wall and incompressible water flow. Rigid water models are the most used in specialized literature in cases in which water hammer effect is neglected, as seen in (Ramey & Skooglund, 1970), (Luqing, et al, 1989), (Herron & Wozniak, 1991), (Malik , et al, 1991), (Kundur, 1994) or (Jones & Mansoor, 2004) among others.…”
Section: I611 Rigid Water Column Modelmentioning
confidence: 99%