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Experimental Study of The Pressure-Time Method With Potential Application for Low-Head Hydropower
Luleå University of Technology, Department of Engineering Sciences and Mathematics, Fluid and Experimental Mechanics.ORCID iD: 0000-0003-2746-1416
Department of Hydraulics, Hydraulic Machinery and Environmental Engineering, University Politehnica of Bucharest, Bucharest RO 060042, Romania.
Vattenfall AB, Luleå SE 977 75, Sweden.
Luleå University of Technology, Department of Engineering Sciences and Mathematics, Fluid and Experimental Mechanics.ORCID iD: 0000-0001-7599-0895
2023 (English)In: Journal of Fluids Engineering, ISSN 0098-2202, E-ISSN 1528-901X, Vol. 145, no 7, article id 071205Article in journal (Refereed) Published
Place, publisher, year, edition, pages
American Society of Mechanical Engineers (ASME) , 2023. Vol. 145, no 7, article id 071205
National Category
Fluid Mechanics
Research subject
Fluid Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-92514DOI: 10.1115/1.4062090ISI: 000993499400001Scopus ID: 2-s2.0-85174787394OAI: oai:DiVA.org:ltu-92514DiVA, id: diva2:1687908
Projects
Swedish Hydropower Centre-SVC
Funder
Swedish Energy AgencySwedish National GridLuleå University of TechnologyKTH Royal Institute of TechnologyChalmers University of TechnologyUppsala University
Note

Validerad;2023;Nivå 2;2023-06-02 (hanlid)

Available from: 2022-08-17 Created: 2022-08-17 Last updated: 2025-02-09Bibliographically approved
In thesis
1. Development of the pressure-time method: final integration point and head losses
Open this publication in new window or tab >>Development of the pressure-time method: final integration point and head losses
2022 (English)Licentiate thesis, comprehensive summary (Other academic)
Abstract [en]

Hydropower is an efficient renewable energy source able to regulate electrical grid fluctuations. However, many hydropower plants were built decades ago, and now it is the time for a major refurbishment. The turbine's efficiency is essential and needs to be determined before and after refurbishment. To this end, the flow rate needs to be determined. Amongst different discharge measurement methods, the pressure-time method is relatively inexpensive and easy to perform compared to other methods. In this method, the flow rate is estimated by the integration of the measured differential pressure and the pressure loss due to friction between two cross-sections in a conduit during the deceleration of the liquid mass by closing a valve or guide vanes. The pressure-time method's accuracy depends on how accurate the head loss and the integration endpoint are estimated. Furthermore, the pressure-time method has limitations specified in IEC-60041, which make it challenging to apply on low-head turbines due to the short water passages when the flow is developing.

The main focus of work is to improve the accuracy of the pressure-time method and extend its validity for low-head turbine conditions. Numerical simulation and experimental study have been acquired. A CFD model is developed to investigate the effects of the endpoint of integration and friction models on the method's accuracy. The effect of different boundary conditions is studied in the CFD model, and the result is validated with available experimental data. Different frictional models used with the pressure-time method are compared with CFD simulation for the developing and developed flows. A new parameter is suggested to improve deviation related to the flow status; developing and developed. Furthermore, a new methodology is presented, where the flow rate is estimated with the pressure-time method function of several endpoints.

Then, experimental investigations of the pressure-time method outside IEC-60041 recommendations for conditions similar to low-head hydropower are presented. A laboratory setup is designed and built to test the pressure-time method. The method is applied for cases with shorter length, smaller UxL, pipe with variable cross-section and shorter distance to irregularity than IEC-60041 recommendations. Different assumptions for calculating the pressure loss and dynamic pressure variation are studied. Moreover, the quasi-steady assumption's accuracy on the head loss estimation and the difference in dynamic pressure are compared with constant values for their coefficients. The systematic uncertainty of the pressure-time method is also calculated based on the Monte Carlo Method (MCM).

Place, publisher, year, edition, pages
Luleå University of Technology, 2022
Series
Licentiate thesis / Luleå University of Technology, ISSN 1402-1757
Keywords
Pressure-time method, head loss calculation, endpoint determination
National Category
Fluid Mechanics
Research subject
Fluid Mechanics
Identifiers
urn:nbn:se:ltu:diva-92515 (URN)978-91-8048-127-4 (ISBN)978-91-8048-128-1 (ISBN)
Presentation
2022-10-18, F1031, Luleå tekniska universitet, Luleå, 15:00 (English)
Opponent
Supervisors
Available from: 2022-08-17 Created: 2022-08-17 Last updated: 2025-02-09Bibliographically approved
2. Extension of the Pressure Time Method to 3-Dimensional Flows
Open this publication in new window or tab >>Extension of the Pressure Time Method to 3-Dimensional Flows
2024 (English)Doctoral thesis, comprehensive summary (Other academic)
Abstract [en]

Hydropower has stood as a clean and sustainable energy source since the late 19th century. Many turbines were built 50 to 70 years ago and require refurbishment. It is important to assess the efficiency of turbines before and after refurbishment to meet performance guarantees .However, the flow rate makes such estimation challenging. Moreover, determining the volumetric flow rate is crucial to specify the hydraulic performance characteristics of hydraulic turbines. The pressure-time method allows measuring the flow rate in hydraulic turbines, according to the IEC 60041 standard, based on transforming momentum into pressure during the deceleration of a liquid mass. The flow rate is obtained by integrating the differential pressure and the pressure loss history between two cross-sections.

This method assumes a one-dimensional flow (1D) and is limited to straight pipes with a uniform cross-section and specific restrictions on length (L>10 m), velocity (U.L>50 m2s-1) and distance between the measurement sections from any irregularities in the pipeline. However, challenges arise when applying this method in low-head hydropower plants due to the short lengths, irregularities like bends, variation in cross section and developing flows in the intake. This thesis aims to improve the performance of the method out of IEC standards for conditions similar to low-head conditions.

The thesis is divided into the numerical simulation of the fluid during the pressure-time method transient, experimental measurement, and a combination of both. The physics in the pressure-time method is studied to compare different assumptions to estimate the viscous losses for both developed and developing flow. Moreover, a test rig has been developed to extend the method’s applicability. The test rig is designed to study the pressure-time method for developing flow conditions, small measurement lengths, variable cross-section and the presence of bend close to measurement sections, which could be similar to low-head turbine conditions.

Finally, the data are evaluated using the new approach combining the 1D pressure-time method and three-dimensional computational fluid dynamics (3D CFD).

Place, publisher, year, edition, pages
Luleå: Luleå University of Technology, 2024. p. 80
Series
Doctoral thesis / Luleå University of Technology 1 jan 1997 → …, ISSN 1402-1544
National Category
Energy Engineering
Research subject
Fluid Mechanics
Identifiers
urn:nbn:se:ltu:diva-104060 (URN)978-91-8048-478-7 (ISBN)978-91-8048-479-4 (ISBN)
Public defence
2024-03-18, E632, Luleå University of Technology, Luleå, 12:00 (English)
Opponent
Supervisors
Available from: 2024-02-02 Created: 2024-02-01 Last updated: 2024-02-26Bibliographically approved

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Kalantar Neyestanaki, MehrdadJonsson, PontusCervantes, Michel

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