IFLOW · Intake Flow Simulation and Optimisation for Hydropower
FP7 — People (Marie Curie Actions)
- Duration
- 2009-06-01 → 2011-05-31
- EU contribution
- €168,717
- Participants
- 1
- Scheme
- MC-IEF
Lines connect the coordinator with its partners.
Results in brief
Intake Flow Simulation and Optimisation for Hydropower
The aim of the project was focused on the increasing demand of intake efficiency in hydropower. In this project, the whole hydro-mechanical system of the power plant and the site specific interaction of the approaching flow, intake structure and the runner respectively were taken into consideration. The hydraulic losses due to flow separation and swirling as well as the vibration stimulation were investigated. A low head run-off-river power plant must generally be adapted to the local topography and environmental condition, and the Intake structure should be designed to bring the flow field uniformly distributed and free from disturbances to the turbine. Due to the low head, even very low hydraulic losses are responsible for relative high financial losses in the total annual energy production. Since the losses depend up on the local conditions, the general solutions are not available for all cases. Moreover, the solution obtained from one project cannot be directly replicated to other project unless the local conditions are matched. Hence, there is a need to develop the methods of investigation and optimization of intake structures for low head hydropower so the IFLOW project was executed. There were two methods of investigation concerned in foreground of the project: - CFD (computational fluid dynamics) represented by the commercial code ANSYS CFX, - Physical modeling methods and PIV (Particle Image Velocimetry) as an enhanced measurement technique used within the hydraulic laboratory experiments. The PIV, often used in experimental hydromechanics, thermodynamics etc. provides the velocity data at sufficient resolution which are comparable with them from numerical modeling (CFD). The measured flow is being illuminated by a laser light sheet and one or two side viewed cameras capture images of small reflecting particles which are seeded in the water. The local particle displacements and the corresponding vector field on the illumination plane can be analyzed from a pair of time shifted images. The PIV represents disturbance free measuring technique due to its optical principal, which is still rarely implemented in hydraulic engineering research. Over the numerical modeling with CFX, the proper utilization of a stereo-PIV-system for the intake flow measurement were a big challenge within the IFLOW project. In the initial phase of the IFLOW, a numerical study of flow condition of a semi-spiral Kaplan turbine was carried out using CFX and U-RANS (Unsteady- Reynolds Averaged Navier-Stokes) modeling. The aim was to examine the influence of artificial flow distribution disturbances at intake section on the flow field in front of the runner. The numerical results have shown that the continuous flow acceleration governed by the narrowing semi-spiral casing eliminates the flow disturbances very quickly and the flow becomes rather independent on the intake condition. Since only the flow distribution non-uniformity was modeled, the next investigation concerned the swirl phenomenon which was found to play an important role by the turbine operation problems. Although the flow acceleration may help to adjust the flow distribution, the swirl becomes stronger due to acceleration and is drawn deep inside the turbine passage. Pressure fluctuations, turbine cavitation, reduction of discharge and hydraulic losses may certainly be the main consequences of it.
Data: CORDIS, © European Union
Project objective
The flow simulation and optimization in terms of the efficient water power utilization is the essential topic of the proposal. The main goals of the submitted project are: - To identify the negative influence of ill-designed intake structures at run-off river power plants on the water turbine efficiency and the rotor vibrations; - To find and prove the methodology of intake structure geometry optimization by means of the numerical flow simulation and the physical modelling, and to reach the best conditions for maximal turbine efficiency and its output. The project combines civil hydraulic engineering with mechanical hydraulic engineering. Turbine producers focus on the design of a runner and adjacent water passage, whereas civil engineers concentrate on a broader area of free surface. The project is going to solve the complex intake flow interdisciplinary concerning the entire intake section configuration. The fellow will thus utilize his recent expertise in both fields and to help bridging the existing gap between both civil and mechanical engineering. Undertaking of the project will also enable the fellow to acquire the better familiarity with CFD simulation methods and their implementation into hydropower and to deepen many other complementary skills. The excellent computation accessories of the host organization will be used for flow simulations. The computed results will be verified on a physical test model in the Hydraulic laboratory at the host institution too. Modern disturbance-free laser anemometry will be applied for measurements at physical model. Regarding the support of power renewable resources, the resolved problems are very current nowadays. There are lots of refurbishments of outdated low head run-off river power plants in order to increase higher efficiency of hydropower generation. That’s why it is important to deal with a question, to what extent the ill-shaped intake structures influence the turbine behaviour.
Original text from CORDIS.
Participants
- TECHNISCHE UNIVERSITAET DRESDEN · DresdenCoordinatorGermany
Links
Data: CORDIS, © European Union
