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https://hdl.handle.net/20.500.14279/30791
Πεδίο DC | Τιμή | Γλώσσα |
---|---|---|
dc.contributor.author | Saeed, Ahmad | - |
dc.contributor.author | Shahzad, Ebrahim | - |
dc.contributor.author | Khan, Adnan Umar | - |
dc.contributor.author | Waseem, Athar | - |
dc.contributor.author | Iqbal, Muhammad | - |
dc.contributor.author | Ullah, Kaleem | - |
dc.contributor.author | Aslam, Sheraz | - |
dc.date.accessioned | 2023-11-14T11:42:25Z | - |
dc.date.available | 2023-11-14T11:42:25Z | - |
dc.date.issued | 2023-03-01 | - |
dc.identifier.citation | Energies, 2023, vol. 16, iss. 6 | en_US |
dc.identifier.issn | 19961073 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.14279/30791 | - |
dc.description.abstract | Power generation from river hydropower plants depends mainly on river flow. Water fluctuations in the river make the yield process unpredictable. To reduce these fluctuations, building a small reservoir at the river flow of the hydropower plant is recommended. Conventionally, classic single-pond models are commonly used to design run-of-river hydropower plants. However, such models are associated with fluctuations, sagging, and irregular power fluctuations that lead to irregular water fluctuations. This research proposes a novel idea to replace the single-pond model with a three-pond model to increase the plant’s overall efficiency. The three-pond model is developed as a three-tank nonlinear hydraulic system that contains the same amount of water as a conventional single pond. It also has the advantage of minimizing the run-of-river power plant’s dependence on river flow and increasing efficiency by trapping swell and turbulence in the water. To further increase the efficiency, the developed model was tested for smooth and effective level control using fuzzy control. | en_US |
dc.format | en_US | |
dc.language.iso | en | en_US |
dc.relation.ispartof | Energies | en_US |
dc.rights | © by the authors | en_US |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 International | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.subject | fuzzy control | en_US |
dc.subject | Hydropower | en_US |
dc.subject | three-pond model | en_US |
dc.subject | water level regulation | en_US |
dc.title | Three-Pond Model with Fuzzy Inference System-Based Water Level Regulation Scheme for Run-of-River Hydropower Plant | en_US |
dc.type | Article | en_US |
dc.collaboration | International Islamic University | en_US |
dc.collaboration | Tampere University | en_US |
dc.collaboration | University of Engineering and Technology Peshawar | en_US |
dc.collaboration | Cyprus University of Technology | en_US |
dc.subject.category | Electrical Engineering - Electronic Engineering - Information Engineering | en_US |
dc.journals | Open Access | en_US |
dc.country | Pakistan | en_US |
dc.country | Finland | en_US |
dc.country | Cyprus | en_US |
dc.subject.field | Engineering and Technology | en_US |
dc.publication | Peer Reviewed | en_US |
dc.identifier.doi | 10.3390/en16062678 | en_US |
dc.identifier.scopus | 2-s2.0-85151412533 | - |
dc.identifier.url | https://api.elsevier.com/content/abstract/scopus_id/85151412533 | - |
dc.relation.issue | 6 | en_US |
dc.relation.volume | 16 | en_US |
cut.common.academicyear | 2022-2023 | en_US |
item.fulltext | With Fulltext | - |
item.cerifentitytype | Publications | - |
item.grantfulltext | open | - |
item.openairecristype | http://purl.org/coar/resource_type/c_6501 | - |
item.openairetype | article | - |
item.languageiso639-1 | en | - |
crisitem.journal.journalissn | 1996-1073 | - |
crisitem.journal.publisher | Multidisciplinary Digital Publishing Institute | - |
crisitem.author.dept | Department of Electrical Engineering, Computer Engineering and Informatics | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.orcid | 0000-0003-4305-0908 | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
Εμφανίζεται στις συλλογές: | Άρθρα/Articles |
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Αρχείο | Περιγραφή | Μέγεθος | Μορφότυπος | |
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energies-16-02678.pdf | Full text | 16.61 MB | Adobe PDF | Δείτε/ Ανοίξτε |
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