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dc.contributor.advisorDahlhaug, Ole Gunnar
dc.contributor.advisorThapa, Biraj Singh
dc.contributor.advisorChitrakar, Sailesh
dc.contributor.authorNora, Lars Petter
dc.date.accessioned2016-08-23T14:00:56Z
dc.date.available2016-08-23T14:00:56Z
dc.date.created2016-06-10
dc.date.issued2016
dc.identifierntnudaim:15455
dc.identifier.urihttp://hdl.handle.net/11250/2401220
dc.description.abstractThe Himalayas and the Andes mountains are regions with some of the worlds biggest hydropower potential. One of the biggest problems facing the development of these resources are high concentrations of hard minerals in the water streams. This causes severe sediment erosion in the hydraulic machinery. As a result, the maintenance cost is increased and the power production decreases. With a goal to learn more about this problem, NTNU and Kathmandu University have initiated an large research cooperation. Together they have done a extensive research on a Francis turbine in the Jhiruk Hydroelectric Centre in Nepal, which operates with a high sediment load. As an extension of this research, a test rig designed as a symmetric section of this turbine has been made at the Water Power Laboratory at NTNU. The test rig, called the One GV Cascade, enables researchers and students to carry out experiments and study the passages flow conditions. By carrying out a Computational Fluid Dynamics(CFD) and Particle Image Velocimetry(PIV) analysis on this test rig, one can study in detail the flow around different guide vanes(GV). Through comparing the CFD results with the experimental results, it is possible to evaluate in detail how the different GV geometries and clearance gap(CG) sizes will affect the flow. These results will hopefully make it possible to propose an improved GV design that causes less sediment erosion in the Francis turbine system. This master thesis will describe the basic theory, procedures and results from the CFD and PIV comparison. The main results shows that the new GV design(NACA 4412) has much better flow conditions compared with the reference design(NACA 0012). The new GV design creates a lot smaller pressure difference between the suction and pressure side. The effect of this is also obvious with 15.7% lower clearance gap(CG) velocities, as well as a significantly smaller and weaker vortex filament. To further confirm these results further studies has to be done. By designing a new test rig, with walls based on NACA 4412, the improved GV result can be further validated. If the same results are obtained, NACA 4412 can be seen as a promising improvement in the effort of removing one of hydropowers biggest problems. Keywords: Francis turbine, guide vane, sediment erosion, PIV, CFD.
dc.languageeng
dc.publisherNTNU
dc.subjectEnergi og miljø, Strømningsteknikk
dc.titleStudy of sediment erosion in guide vanes of Francis turbine
dc.typeMaster thesis
dc.source.pagenumber83


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