energies Article Francis Turbine Blade Design on the Basis of Port Area and Loss Analysis Zhenmu Chen 1 , Patrick M. Singh 1 and Young-Do Choi 2, * 1 2 * Graduate School, Department of Mechanical Engineering, Mokpo National University, Mokpo, Jeollanam-do 58555, Korea; [email protected] (Z.C.); [email protected] (P.M.S.) Department of Mechanical Engineering, Institute of New and Renewable Energy Technology Research, Mokpo National University, Mokpo, Jeollanam-do 58555, Korea Correspondence: [email protected]; Tel.: +82-61-450-2419 Academic Editor: Jang-Ho Lee Received: 17 December 2015; Accepted: 1 March 2016; Published: 4 March 2016 Abstract: In this study, a Francis turbine with specific speed of 130 m-kW was designed on the basis of the port area and loss analysis. The meridional shape of the runner was designed focusing mainly on the combination of the guide vane loss analysis and experience. The runner blade inlet and outlet angles were designed by calculation of Euler’s head, while the port area of blade was modified by keeping constant angles of the blade at inlet and outlet. The results show that the effect of the port area of runner blade on the flow exit angle from runner passage is significant. A correct flow exit angle reduces the energy loss at the draft tube, thereby improving the efficiency of the turbine. The best efficiency of 92.6% is achieved by this method, which is also similar to the design conditions by the one dimension loss analysis. Keywords: Francis turbine; runner design; port area; performance; loss analysis 1. Introduction There is an increasing demand for renewable energy for sustainable development to solve the coming energy crisis. The necessity of the use of renewable energy as one of the clean and sustainable natural energy resources has become high. Francis turbines are applicable to a wide range of head and specific speed values. Their wide range of applicability and easier structural design makes Francis turbines more advantageous than other hydraulic turbines. As a key component of a Francis turbine facility, the runner performance plays a vital role in the performance of the turbine. A Francis turbine runner blade with good performance by the one dimensional hydraulic design method can be designed effectively and successfully. Korea relies on foreign products, and the technology for local manufacture was limited until 2010 [1]. Currently, Korea is in the process of developing its hydropower technology. In this study, a new method on basis of the port area and loss analysis to design a Francis turbine runner was developed for the Miryang power station in Korea. In this study, the port area is defined as the minimum blade passage area at the exit of the blade passage, which will be defined in more detail in Section 2.2. The meridional shape of the runner was designed on the basis of the combination of the guide vane loss analysis and experience. The runner blade inlet and outlet angles were designed by calculation of Euler’s head, and the port area of blade was modified by keeping the inlet and outlet angles of the blade constant. Unlike conventional direct design methods, where much attention is paid to draw the meridional plane streamlines to obtain the meridional velocity [2], the new method tries to adjust the port area of the runner blade passage to correct the outflow angle at the runner exit. Energies 2016, 9, 164; doi:10.3390/en9030164 www.mdpi.com/journal/energies Energies 2016, 9, 164 2 of 12 Energies 2016, 9, 164 2 of 12 2. Turbine Runner Design and Numerical Method 2. Turbine Runner Design and Numerical Method Figure 1 shows the flow chart of the Francis turbine runner blade design. For one dimension hydraulicFigure 1 shows the flow chart of the Francis turbine runner blade design. For one dimension design, calculation is required for the blade angle at leading and trailing edges. For the hydraulic design, calculation is required for the blade angle at leading and trailing edges. For the meridional plane shape design part, because the guide vane is movable, a minimum guide vane loss meridional plane shape design part, because the guide vane is movable, a minimum guide vane loss exists according to different guide vane height (Bg ) at the design condition. In this study, the guide exists according to different guide vane height (Bg) at the design condition. In this study, the guide vane height is determined according to the guide vane loss analysis, and the other parameters, such vane height is determined according to the guide vane loss analysis, and the other parameters, such as theas the runner inlet and outlet diameters, are determined by experience. The outflow angle from the runner inlet and outlet diameters, are determined by experience. The outflow angle from the runner passage is controlled by the portport areaarea andand blade outlet angle. Moreover, thethe blade outlet runner passage is controlled by runner the runner blade outlet angle. Moreover, blade angle outlet angle can be calculated by the Euler head equation. Therefore, the port area can be determined can be calculated by the Euler head equation. Therefore, the port area can be determined by the by the outflow angle from the runner passage. outflow angle from the runner passage. Figure 1. Flow chart of Francis turbine runner blade design. CFD: computational fluid dynamics. Figure 1. Flow chart of Francis turbine runner blade design. CFD: computational fluid dynamics. 2.1. One Dimension Loss Analysis 2.1. One Dimension Loss Analysis In this study, the runner is designed for the Miryang power station in Korea. The turbine design 3/s for flow rate and the rotational speed is In this study, the runner is designed for the Miryang power station in Korea. The turbine design point is at H e = 64.2 m for the effective head, the Q = 1.21 m 3 /s for flow rate and the rotational speed is −1. The specific speed at the design point is N point N = 914 min is at He = 64.2 m for the effective head, the Q = 1.21 ms = 130 m‐kW, which is within the range of Francis turbines with N N = 914 min´1 . The specifics = 60–450 m‐kW and H = 20–700 m [3]. speed at the design point is Ns = 130 m-kW, which is within the range of To obtain vane pressure for the meridional shape design, the Francis turbines withthe Nsguide = 60–450 m-kW andloss H = coefficient 20–700 m [3]. numerical analysis was performed with different guide vane openings (a 0) and heights (Bg). The To obtain the guide vane pressure loss coefficient for the meridional shape design, the numerical boundary condition at inlet was set as mass flow rate and the flow angle was set same as the guide analysis was performed with different guide vane openings (a0 ) and heights (Bg ). The boundary vane inlet angle. Inlet turbulence condition was specified as 5% turbulence intensity. The boundary condition at inlet was set as mass flow rate and the flow angle was set same as the guide vane inlet condition of average static pressure was set at outlet of the guide vane passage. According to the angle.previous study [4,5], the SST k‐ω turbulence model is adopted as turbulence model, which has been Inlet turbulence condition was specified as 5% turbulence intensity. The boundary condition of average static pressure was set at outlet of the guide vane passage. According to the previous well known to estimate both separation and vortex occurrence on the wall of a complicated blade studyshape. [4,5], the SST k-ωthe turbulence is adopted turbulence model, whichfrom has been Moreover, value of model y+, which means as non‐dimensional distance wall well [6,7], known is to estimate both separation and vortex occurrence on the wall of a complicated blade shape. Moreover, determined to be around 9 for the guide vane blade surface. The pressure difference measurement locations shown in Figure 2. The location P2 is between the [6,7], guide isvane and stay to vane, and 9 the value of y+are , which means non-dimensional distance from wall determined be around location P3 is between the guide and runner vane. for the guide vane blade surface. The pressure difference measurement locations are shown in Figure 2. For P2 evaluating the the guide vane pressure loss vane, coefficient (ζ), the equation is determined by and The location is between guide vane and stay and location P3 is between the guide Equation (1): runner vane. For evaluating the guide vane pressure lossζ coefficient (ζ),2 the equation is determined by Equation (1) (1): ρ pp2 ´ p3 q ˆ 2 ζ“ ρVth 2 (1) Energies 2016, 9, 164 Energies 2016, 9, 164 Energies 2016, 9, 164 3 of 12 3 of 12 3 of 12 where p where p222 and p and p333 are the averaged total pressure at locations P2 and P3, respectively. V are the averaged total pressure at locations P2 and P3, respectively. V ththth is the velocity is the velocity at the throat of guide vane passage and ρ is the density of the water. at the throat of guide vane passage and ρ is the density of the water. Figure 2. Pressure difference location for guide vane loss analysis. Figure 2. Pressure difference location for guide vane loss analysis. Figure 2. Pressure difference location for guide vane loss analysis. The result of the guide vane flow angle according to the guide vane opening ratio (a00/Dr1r1) is The result of the guide vane flow angle according to the guide vane opening ratio (a0 /Dr1 ) is shown in Figure 3. The flow angle is the measurement at the outlet of guide vane, which means the shown in Figure 3. The flow angle is the measurement at the outlet of guide vane, which means the flow angle is the outflow angle of guide vane passage. The relationship between the outflow angle flow angle is the outflow angle of guide vane passage. The relationship between the outflow angle and and guide vane opening ratio is obtained as shown in Figure 3. guide vane opening ratio is obtained as shown in Figure 3. 40 y = 1335.7x22 + 65.5x + 5.0 Flow angle (α Flow angle (α )) [°] [°] 35 30 25 20 15 10 5 0 0.03 0.05 0.07 0.09 0.11 0.13 Guide vane opening ratio a00/Dr1r1 0.15 Figure 3. Relation of flow angle and guide vane opening ratio. Figure 3. Relation of flow angle and guide vane opening ratio. Figure 3. Relation of flow angle and guide vane opening ratio. Figure 44 shows shows the the relation pressure coefficient guide hydraulic Figure relation ofof thethe pressure lossloss coefficient and and guide vanevane hydraulic radiusradius ratio ratio (m/D r1 ). It can be seen that there is lower pressure loss coefficient at the larger guide vane r1 (m/Dr1 ). It can be seen that there is lower pressure loss coefficient at the larger guide vane hydraulic hydraulic radius. the Moreover, the between relationship between pressure loss coefficient and guide vane radius. Moreover, relationship pressure loss coefficient and guide vane hydraulic radius hydraulic radius ratio can be obtained as shown in Figure 4. The definition of the hydraulic radius ratio can be obtained as shown in Figure 4. The definition of the hydraulic radius (m) is shown in (m) is shown in Equation (2): Equation (2): a Bg `0 ˘ m“ (2) 2 ˆ a0 ` Bg (2) 2 Energies 2016, 9, 164 Energies 2016, 9, 164 Energies 2016, 9, 164 44 of 12 of 12 4 of 12 Pressure loss coefficient (ζ) Pressure loss coefficient (ζ) 0.1 0.1 y = 119.6x2 ‐ 9.5x + 0.2 y = 119.6x2 ‐ 9.5x + 0.2 0.08 0.08 0.06 0.06 0.04 0.04 0.02 0.02 0 00.015 0.015 0.02 0.025 0.03 0.035 0.02 0.025 0.03 0.035 Guide vane hydraulic radius ratio m/Dr1 Guide vane hydraulic radius ratio m/Dr1 0.04 0.04 0.045 0.045 Figure 4. Relation of the pressure loss coefficient and guide vane hydraulic radius ratio. Figure 4. Relation of the pressure loss coefficient and guide vane hydraulic radius ratio. Figure 4. Relation of the pressure loss coefficient and guide vane hydraulic radius ratio. 350 350 300 300 250 250 200 200 150 150 100 100 50 50 0 0 0 0 η = 93.57% η = 93.57% η = 93.58% η = 93.58% GV height GV height Efficiency Efficiency Bg = 103 Bg = 103 Bg = 95 Bg = 95 0.05 0.1 0.15 0.05 0.1 0.15 Guide vane opening ratio a0/Dr1 Guide vane opening ratio a0/Dr1 Figure 5. One dimension loss analysis result. Figure 5. One dimension loss analysis result. Figure 5. One dimension loss analysis result. 0.2 0.2 1 1 0.95 0.95 0.9 0.9 0.85 0.85 0.8 0.8 0.75 0.75 0.7 0.7 0.65 0.65 Efficiency (η Efficiency (η ) [%] ) [%] Guide vane height (Bg) [mm] Guide vane height (Bg) [mm] For the design and best efficiency point, it can be assumed that there is no swirl flow remaining For the design and best efficiency point, it can be assumed that there is no swirl flow remaining at For the design and best efficiency point, it can be assumed that there is no swirl flow remaining at the draft tube. Therefore, according to the Euler turbine head equation [2,8–11], the relation the draft tube. Therefore, according to theto Euler turbineturbine head equation [2,8–11],[2,8–11], the relation at the draft tube. Therefore, according the Euler head equation the between relation between Euler head, guide vane height (Bg) and the outflow angle from guide vane passage (α) is Euler head, guide vane height (B ) and the outflow angle from guide vane passage (α) is shown in g between Euler head, guide vane height (Bg) and the outflow angle from guide vane passage (α) is shown in Equation (3). Additionally, according to the pressure loss coefficient, the relation between Equation (3). Additionally, according to the pressure loss coefficient, the relation between guide vane shown in Equation (3). Additionally, according to the pressure loss coefficient, the relation between guide vane head loss, guide vane opening (a0) and guide vane height (Bg) is derived as shown in head loss, guide (a0 ) and guide(avane height asg) shown in Equation (4):in g ) is derived guide vane head vane loss, opening guide vane opening 0) and guide (Bvane height (B is derived as shown Equation (4): ˆ ˙ Equation (4): U V 1 NQ Hth “ 1 u1 “ 1 (3) (3) g g1 60 60Bg tanα tan α (3) 60 tan α ˆ ˙2 11 Q Vth 2 (4) “ ζζ 1 Hgv “ ζ ζ (4) (4) ζ2g2 ζ2g2 Zg a0 Bg 2 2 According to the outflow angle from guide vane passage, guide vane pressure loss coefficient According to the outflow angle from guide vane passage, guide vane pressure loss coefficient and According to the outflow angle from guide vane passage, guide vane pressure loss coefficient the Euler head, the one dimension loss analysis results are plotted in Figure 5. These results are and the Euler head, the one dimension loss analysis results are plotted in Figure 5. These results are and the Euler head, the one dimension loss analysis results are plotted in Figure 5. These results are obtained only flow rate andand head. As the turbine head for thefor design is point constant obtained only at at design design flow rate head. As Euler the Euler turbine head the point design is obtained only at design flow rate and head. As the Euler turbine head for the design point is and the turbine head is controlled by the guide vane passage opening, the guide vane opening ratio constant and the turbine head is controlled by the guide vane passage opening, the guide vane constant and turbine head by the guide vane opening, the 5.guide vane (a0 /Dr1 ) has tothe be foris a controlled specified guide vane height (Bgpassage ), as shown in Figure opening ratio (a 0/Ddetermined r1) has to be determined for a specified guide vane height (B g), as shown in Figure 5. opening ratio (a0/Dr1) has to be determined for a specified guide vane height (Bg), as shown in Figure 5. Energies 2016, 9, 164 5 of 12 Energies 2016, 9, 164 5 of 12 The efficiency curve shown in the graph is the design point efficiency with different designs of Energies 2016, 9, 164 5 of 12 The efficiency curve shown in the graph is the design point efficiency with different designs of guide vane heights (Bg ) and guide vane opening ratios (a0 /Dr1 ). As a result, it can be seen 5 of 12 that there Energies 2016, 9, 164 guide vane heights (Bg) and guide vane opening ratios (a0/Dr1). As a result, it can be seen that there is is a best efficiency guidevane vaneopening opening ratio ). Additionally, The efficiency curve shown in the graph is the design point efficiency with different designs of a best efficiency point point by by the the different different guide ratio (a0(a /D0r1/D ). r1 Additionally, there there is a is a The efficiency curve shown in the graph is the design point efficiency with different designs of guide vane heights (B g) and guide vane opening ratios (a 0/Dr1). As a result, it can be seen that there is relatively wide guide vane opening ratio (guide vane height) with high efficiency, meaning that relatively wide guide vane opening ratio (guide vane height) with high efficiency, meaning that there guide vane heights (B g) and guide vane opening ratios (a0/Dr1). As a result, it can be seen that there is a best efficiency point by the different guide vane opening ratio (a0/Dvane r1). Additionally, there study, is a in is a wide range for the design of guide vane opening ratio and guide height. In this there is a wide range for the design of guide vane opening ratio and guide vane height. In this study, a relatively best efficiency point by the opening different guide vane vane opening ratio (a0/D r1). Additionally, there is a wide guide vane ratio (guide height) with high efficiency, meaning that orderin order to fit the runner to the existing Francis turbine plant for performance test, the guide vane to fit the runner to the existing Francis turbine plant for performance test, the guide vane height relatively wide guide vane opening ratio (guide vane height) with high efficiency, meaning that there is a wide range for the design of guide vane opening ratio and guide vane height. In this study, height (B g) of 103 mm is selected, which belongs to the high efficiency range according to the one (Bg ) of 103 mm is selected, which belongs to the high efficiency range according to the one dimension there is a wide range for the design of guide vane opening ratio and guide vane height. In this study, in order to fit the runner to the existing Francis turbine plant for performance test, the guide vane dimension loss analysis. Finally, the meridional plane shape with basic dimensions is determined as loss analysis. Finally, the meridional plane shape with basic dimensions is determined as shown in in order to fit the runner to the existing Francis turbine plant for performance test, the guide vane height (Bg) of 103 mm is selected, which belongs to the high efficiency range according to the one shown in Figure 6. Figure 6. height (B g) of 103 mm is selected, which belongs to the high efficiency range according to the one dimension loss analysis. Finally, the meridional plane shape with basic dimensions is determined as dimension loss analysis. Finally, the meridional plane shape with basic dimensions is determined as shown in Figure 6. shown in Figure 6. Figure 6. Meridional plane shape and basic dimensions. Figure 6. Meridional plane shape and basic dimensions. Figure 6. Meridional plane shape and basic dimensions. 2.2. Turbine Runner Blade Model Figure 6. Meridional plane shape and basic dimensions. 2.2. Turbine Runner Blade Model Figure 7 reveals the definition of the runner blade port area. The port area of the runner blade is 2.2. Turbine Runner Blade Model Figure 7 reveals the definition of the runner blade port area. The port area of the runner blade is located at the exit of the runner flow passage, which is the minimum area at the runner flow passage. 2.2. Turbine Runner Blade Model Figure 7 reveals the definition of the runner blade port area. The port area of the runner blade is Therefore, the dimension of the port area plays a very important role in controlling the exit relative located atFigure 7 reveals the definition of the runner blade port area. The port area of the runner blade is the exit of the runner flow passage, which is the minimum area at the runner flow passage. located at the exit of the runner flow passage, which is the minimum area at the runner flow passage. velocity from runner passage as shown in Figure The relative (W2) reduces with Therefore, the dimension of the port area plays a very8. important rolevelocity in controlling the exit relative located at the exit of the runner flow passage, which is the minimum area at the runner flow passage. Therefore, the dimension of the port area plays a very important role in controlling the exit relative increasing port area, which causes the outflow angle (α 2) to drop. The outflow angle from runner velocity from runner passage as shown in Figure 8. The relative velocity (W ) reduces with increasing 2 Therefore, the dimension of the port area plays a very important role in controlling the exit relative velocity from runner passage as shown in Figure 8. The relative velocity (W2) reduces with passage is perpendicular (90°) only with correct relative velocity. Therefore, it is possible to achieve port velocity area, which causes the outflow angle (α ) to drop. The outflow angle from is from runner passage as shown in Figure 8. The relative velocity (W2) runner reduces passage with 2 increasing port area, which causes the outflow angle (α 2) to drop. The outflow angle from runner correct outflow angle by modifying the port area and relative outflow velocity. ˝ ) only with correct relative velocity.2) to drop. The outflow angle from runner increasing port area, which causes the outflow angle (α perpendicular (90 Therefore, it is possible to achieve correct passage is perpendicular (90°) only with correct relative velocity. Therefore, it is possible to achieve passage is perpendicular (90°) only with correct relative velocity. Therefore, it is possible to achieve outflow angle by modifying the port area and relative outflow velocity. correct outflow angle by modifying the port area and relative outflow velocity. correct outflow angle by modifying the port area and relative outflow velocity. Figure 7. Definition of the runner blade port area. Figure 7. Definition of the runner blade port area. Figure 7. Definition of the runner blade port area. Figure 7. Definition of the runner blade port area. Figure 8. Velocity triangle at runner outlet. Figure 8. Velocity triangle at runner outlet. Figure 8. Velocity triangle at runner outlet. Figure 8. Velocity triangle at runner outlet. Energies 2016, 9, 164 6 of 12 Energies 2016, 9, 164 6 of 12 Figure 9 shows the port area distribution from crown to shroud in the runner flow passage 1. The Figure 9 shows the port area distribution from crown to shroud in the runner flow passage 1. port area has to be modified until the outflow angle is satisfactory. The port area has to be modified until the outflow angle is satisfactory. Energies 2016, 9, 164 6 of 12 34 Figure 9 shows the port area distribution from crown to shroud in the runner flow passage 1. The port area has to be modified until the outflow angle is satisfactory. Port area (ar) [mm] Port area (ar) [mm] 32 30 34 28 32 Case 1 Case 2 Case 3 24 28 Case 4 Case 5 Case 1 22 26 Case 2 0 0.25 0.5 0.75 Case 31 24 Crown to Shroud [Crown=0; Shroud=1] Case 4 Case 5 22Figure 9. Port area distribution of the five cases. Figure 9. Port area distribution of the five cases. 0 0.25 0.5 0.75 Crown to Shroud [Crown=0; Shroud=1] 2.3. Numerical Method 26 30 1 2.3. Numerical Method Figure 9. Port area distribution of the five cases. for predicting hydro Computational fluid dynamics (CFD) analysis is a very useful tool 96104 92100 88 96 η/ηselected η/ηselected Computational fluid dynamics (CFD) analysis is a very useful tool for predicting hydro machinery machinery performance at various operating conditions [12–15]. Commercial code of ANSYS CFX [16] 2.3. Numerical Method performance at various operating conditions [12–15]. Commercial code of ANSYS CFX [16] was was employed to predict the characteristics of the Francis turbine. The general connection was set as employed to predict the characteristics of the(CFD) Francis turbine. general connection was set ashydro “stage” “stage” condition between the rotational area and the fixed area. The SST k‐ω model was selected for Computational fluid dynamics analysis is The a very useful tool for predicting the turbulence model. Inlet turbulence condition is specified as 5% turbulence intensity and the flow condition between the rotational area and the fixed area. The SST k-ω model was selected for the machinery performance at various operating conditions [12–15]. Commercial code of ANSYS CFX [16] direction is normal to the inlet boundary. turbulence model. Inlet turbulence condition is specified as 5% turbulence intensity and the flow was employed to predict the characteristics of the Francis turbine. The general connection was set as There are two kinds of numerical domain for the CFD analysis. Considering the computation “stage” condition between the rotational area and the fixed area. The SST k‐ω model was selected for direction is normal to the inlet boundary. time consumption, the cases for different port area calculation (Cases 1–5) was conducted by 1 pitch the turbulence model. Inlet turbulence condition is specified as 5% turbulence intensity and the flow There are two kinds of numerical domain for the CFD analysis. Considering the computation time domain. Moreover, for the Francis turbine performance analysis, the full domain analysis was direction is normal to the inlet boundary. consumption, the cases for different port area calculation (Cases 1–5) was conducted by 1 pitch domain. conducted. For 1 pitch flow passage (1 stay vane, 1 guide vane and 1 runner blade flow passage), the There are two kinds of numerical domain for the CFD analysis. Considering the computation Moreover, for the Franciswas turbine performance the full domain analysis wasoutlet conducted. mass flow condition applied at the inlet analysis, and the static pressure was set at the of the For time consumption, the cases for different port area calculation (Cases 1–5) was conducted by 1 pitch 1 pitch flow passage (1 stay vane, 1 guide vane and 1 runner blade flow passage), the mass flow calculation domain. However, for the full domain calculation, the total pressure boundary condition domain. Moreover, for the Francis turbine performance analysis, the full domain analysis was condition was applied at the inlet and the static pressure was set at the outlet of the calculation domain. was applied at the inlet, and the static pressure was set at the outlet of the domain. This is done to conducted. For 1 pitch flow passage (1 stay vane, 1 guide vane and 1 runner blade flow passage), the However, forflow the full domain calculation, the inlet totaland pressure boundary condition was the maintain the design head and check the flow rate is matched with design point. mass condition was applied at the the static pressure was set at the applied outlet of atthe 6, for which the y+ around the For 1 pitch flow passage, the total number of elements is 5.5 × 10 inlet, and the static pressure was set at the outlet of the domain. This is done to maintain the design calculation domain. However, for the full domain calculation, the total pressure boundary condition was applied at the inlet, and the static pressure was set at the outlet of the domain. This is done to head blade surface is 9. Therefore, the total number of elements for 1 pitch flow passage is sufficient for and check the flow rate is matched with design point. reliable results. order to the effect of mesh on the ˆprediction accuracy, mesh the + around maintain the design head and check the flow rate is matched with design point. For 1 pitch flowIn passage, theexclude total number of elements is 5.5 106 , for which the ythe 6 + dependence was conducted for full domain CFD analysis as shown in Figure 10. The efficiency was , for which the y around the blade surfaceFor 1 pitch flow passage, the total number of elements is 5.5 × 10 is 9. Therefore, the total number of elements for 1 pitch flow passage is sufficient for normalized by the selected efficiency. It can be concluded that the turbine efficiency is insensitive blade surface is 9. Therefore, the total number of elements for 1 pitch flow passage is sufficient for reliable results. In order to exclude the effect of 6mesh on the prediction accuracy, the mesh dependence 6 after the number of elements exceed 7.5 × 10 reliable results. In order to exclude the . Therefore, the number of elements around 7.5 × 10 effect of mesh on the prediction accuracy, the mesh was conducted for full domain CFD analysis as shown in Figure 10. The efficiency was normalized by was selected for full domain calculation. dependence was conducted for full domain CFD analysis as shown in Figure 10. The efficiency was the selected efficiency. It can be concluded that the turbine efficiency is insensitive after the number of normalized by the selected efficiency. It can be concluded that the turbine efficiency is insensitive elementsafter the number of elements exceed 7.5 × 10 exceed 7.5 ˆ104 106 . Therefore, the number6. Therefore, the number of elements around 7.5 × 10 of elements around 7.5 ˆ 106 was selected for full 6 domain was selected for full domain calculation. calculation. 100 84 92 0 1 88 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Number of elements (×106) 84 Figure 10. Mesh dependence for the full domain calculation. 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Number of elements (×106) Figure 10. Mesh dependence for the full domain calculation. Figure 10. Mesh dependence for the full domain calculation. Energies 2016, 9, 164 Energies 2016, 9, 164 Energies 2016, 9, 164 7 of 12 7 of 12 7 of 12 3. Results and Discussion 3. Results and Discussion 3. Results and Discussion 3.1. Outflow Pattern 3.1. Outflow Pattern 3.1. Outflow Pattern The criterion for the runner blade port area design is the outflow angle. The effect of draft tube The criterion for the runner blade port area design is the outflow angle. The effect of draft tube on The criterion for the runner blade port area design is the outflow angle. The effect of draft tube on recycling the kinetic kinetic energy is limited. limited. Especially, the kinetic kinetic energy from the circumferential circumferential recycling the the kinetic energy is limited. Especially, the kinetic energyenergy from the circumferential velocity on recycling energy is Especially, the from the velocity is very hard to collect. Therefore, a correct outflow angle plays a role of reducing the loss at is very hard to collect. Therefore, a correct outflow angle plays a role of reducing the loss at draft velocity is very hard to collect. Therefore, a correct outflow angle plays a role of reducing the loss at draft tube and improving the efficiency of the turbine. The modification of port area is satisfactory tube and improving the efficiency of the turbine. The modification of port area is satisfactory until the draft tube and improving the efficiency of the turbine. The modification of port area is satisfactory until the outflow angle is as close to 90°. Figure 11 shows the outflow angle distribution from runner outflow angle is as close to 90˝ . Figure 11 shows the outflow angle distribution from runner crown to until the outflow angle is as close to 90°. Figure 11 shows the outflow angle distribution from runner crown to to shroud. The outflow angle of Case Case is to located close to 90° with with only small small deviation. deviation. shroud. The outflow angle of Case 5 is located close 90˝ with only small deviation. Moreover, as the crown shroud. The outflow angle of 5 5 is located close to 90° only Moreover, as the effect of boundary wall, the deviation increases near the crown and shroud walls. effect of boundary wall, the deviation increases near the crown and shroud walls. Overall, the port Moreover, as the effect of boundary wall, the deviation increases near the crown and shroud walls. Overall, the port area and the outflow angle of Case 5 are satisfactory for the runner design. area and the outflow angle of Case 5 are satisfactory for the runner design. Overall, the port area and the outflow angle of Case 5 are satisfactory for the runner design. 130 130 Outflow angle (α Outflow angle (α22) [°] ) [°] 110 110 90 90 70 70 Case 1 Case 1 Case 2 Case 2 Case 3 Case 3 Case 4 Case 4 Case 5 Case 5 50 50 30 30 10 10 0.0 0.0 0.2 0.2 0.4 0.4 0.6 0.6 0.8 0.8 1.0 1.0 Crown to Shroud [Crown=0; Shroud=1] Crown to Shroud [Crown=0; Shroud=1] Figure 11. Outflow angle distribution. Figure 11. Outflow angle distribution. Figure 11. Outflow angle distribution. Figure 12 12 shows shows the the streamline streamline distribution distribution in in the the draft draft tube. tube. It It is is clearly clearly indicated indicated that that the the Figure draft tube. Figure 12 shows the streamline distribution in the It is clearly indicated that the streamline of Case 1 in the draft tube shows large swirl flow, which increases the loss at the draft streamline of Case 1 in the draft tube shows large swirl flow, which increases the loss at the draft streamline of Case 1 in the draft tube shows large swirl flow, which increases the loss at the draft tube. However, by modifying the port area to a correct extent (Case 5), there are vertically straight tube. However, by modifying the port area to a correct extent (Case 5), there are vertically straight tube. However, by modifying the port area to a correct extent (Case 5), there are vertically straight streamlines in the draft tube, and exit flow angle is close to 90°. The effect of modifying the port area streamlines in the draft tube, and exit flow angle is close to 90°. The effect of modifying the port area streamlines in the draft tube, and exit flow angle is close to 90˝ . The effect of modifying the port area on correcting the exit flow angle is significant in reducing the swirl flow. on correcting the exit flow angle is significant in reducing the swirl flow. on correcting the exit flow angle is significant in reducing the swirl flow. Figure 12. Streamline distribution in draft tube. Figure 12. Streamline distribution in draft tube. Figure 12. Streamline distribution in draft tube. 3.2. Loss Analysis 3.2. Loss Analysis For the loss analysis, the equation is defined as following: For the loss analysis, the equation is defined as following: Energies 2016, 9, 164 8 of 12 3.2. Loss Analysis Energies 2016, 9, x Energies 2016, 9, 164 88 of 12 of 12 For the loss analysis, the equation is defined as following: ∆p∆ HLoss “ = total ρgρg (5) (5) ω Tω − ∆p∆ total ´ (6) = Q HLoss runner “ (6) ρg ρg where the HLoss the pressure loss for the stay vane, guide vane and draft tube, HLoss runner is where the Loss is is the pressure loss for the stay vane, guide vane and draft tube, is the the where the HLoss is the pressure loss for the stay vane, guide vane and draft tube, HLossLoss runner runner is the pressure loss for the runner passage. pressure loss for the runner passage. pressure loss for the runner passage. Figure 13 shows the loss distribution on each component. As the result is obtained from 1 pitch Figure 13 shows the loss distribution on each component. As the result is obtained from 1 pitch Figure 13 shows the loss distribution on each component. As the result is obtained from 1 pitch analysis without casing, there is no casing component loss analysis. The loss exists to a large extent analysis without casing, there is no casing component loss analysis. The loss exists to a large extent analysis without casing, there is no casing component loss analysis. The loss exists to a large extent at at draft tube at Cases 1 and 2, for which swirl flow exists with large deviation outflow angle from 90° at draft tube at Cases 1 and 2, for which swirl flow exists with large deviation outflow angle from 90° draft tube at Cases 1 and 2, for which swirl flow exists with large deviation outflow angle from 90˝ (as shown in Figure 11). However, the loss at draft tube reduces with correct outflow angle. The total (as shown in Figure 11). However, the loss at draft tube reduces with correct outflow angle. The total (as shown in Figure 11). However, the loss at draft tube reduces with correct outflow angle. The total loss distribution by each case is obtained in Figure 14. There is minimum total loss at Case 5, which loss distribution by each case is obtained in Figure 14. There is minimum total loss at Case 5, which loss distribution by each case is obtained in Figure 14. There is minimum total loss at Case 5, which satisfies outflow angle from runner exit and has the lowest loss at draft tube. satisfies outflow angle from runner exit and has the lowest loss at draft tube. satisfies outflow angle from runner exit and has the lowest loss at draft tube. 3.5 3.5 3.0 3.0 HLoss H Loss / H [%] 2.5 2.5 Case Case 11 Case Case 22 Case Case 33 Case Case 44 Case Case 55 2.0 2.0 1.5 1.5 1.0 1.0 0.5 0.5 0.0 0.0 Stay vane Guide vane Runner Draft tube Figure 13.Loss Lossdistribution distributionon oneach eachcomponent. component. Figure 13. Loss distribution on each component. Figure 13. HLoss/HLoss Max [%] HLoss/HLoss Max [%] 100 99.6 99.2 98.8 98.4 Case 1 Case 1 Case 2 Case 2 Case 3 Case 3 Case 4 Case 4 Case 5 Case 5 Figure 14.Total Totalloss lossdistribution distributionby byeach eachcase. case. Figure 14. Figure 14. Total loss distribution by each case. 3.3. Performance Analysis 3.3. Performance Analysis The The performance performance analysis analysis of of the the Francis Francis turbine turbine was was conducted conducted by by full full domain domain as as shown shown in in Figure 15. There is best efficiency point of 92.6% with leakage loss at the Q11 of 0.525, at which the Figure 15. There is best efficiency point of 92.6% with leakage loss at the Q 11 of 0.525, at which the flow flow rate rate is is the the design design flow flow rate rate for for this this Francis Francis turbine. turbine. In In comparison comparison to to the the efficiency efficiency without without Energies 2016, 9, 164 9 of 12 3.3. Performance Analysis The performance analysis of the Francis turbine was conducted by full domain as shown in 9 of 12 of 92.6% with leakage loss at the Q11 of 0.525, at which the flow 9 of 12 rate is the design flow rate for this Francis turbine. In comparison to the efficiency without leakage, leakage, is 1.4% at the rate. design rate. The ofleakage loss of of 1.4% of disk leakage, is 1.4% difference at the design flow rate. The loss leakage loss of 1.4% consists of disk there isthere 1.4%there difference atdifference the design flow Theflow leakage 1.4% consists diskconsists friction loss friction loss and volume loss. friction loss and volume loss. and volume loss. 94 93 93 92 91 94.0%94.0% (Without leakage) (Without leakage) 90 80 80 92 70 70 91 60 60 90 90 50 50 89 89 Efficiency Efficiency 40 40 88 88 Output Power Output Power 30 30 87 87 20 20 86 10 0.36 0.360.4 0.40.44 0.440.48 0.480.52 0.520.56 0.560.6 0.60.64 0.64 Q11 Q11 10 86 92.6%92.6% Output power [kW] 90 Figure 15. Performance of the Francis turbine by the flow rate. Figure 15. Performance of the Francis turbine by the flow rate. Figure 15. Performance of the Francis turbine by the flow rate. Output power [kW] 94 Efficiency [%] Efficiency [%] Energies 2016, 9, 164 Figure 15. There is best efficiency point Energies 2016, 9, 164 Figure 16 shows the component loss at different flow rates. It can be seen that the loss at the Figure 16 shows the component loss at different flow rates. It can be seen that the loss at the Figure 16 shows the component loss at different flow rates. It can be seen that the loss at the casing and stay vane passage is relatively small and the loss increases slightly at high flow rate. The casing and stay vane passage is relatively small and the loss increases slightly at high flow rate. The casing and stay vane passage is relatively small and the loss increases slightly at high flow rate. The loss at the guide vane passage and runner passage exists relatively to a large extent. The loss at the loss at the guide vane passage and runner passage exists relatively to a large extent. The loss at the loss at the guide vane passage and runner passage exists relatively to a large extent. The loss at the guide vane passage reduces with increasing the flow rate. However, the loss at the runner passage is guide vane passage reduces with increasing the flow rate. However, the loss at the runner passage is guide vane passage reduces with increasing the flow rate. However, the loss at the runner passage is insensitive to the flow rate. Minimum amount of loss exists at the design flow rate. However, the loss insensitive to the flow rate. Minimum amount of loss exists at the design flow rate. However, the insensitive to the flow rate. Minimum amount of loss exists at the design flow rate. However, the increases rapidly at the off design flow rates. Especially at the partial flow rate, the loss at draft tube loss increases rapidly at the off design flow rates. Especially at the partial flow rate, the loss at draft loss increases rapidly at the off design flow rates. Especially at the partial flow rate, the loss at draft exists in a significant amount. tube exists in a significant amount. tube exists in a significant amount. Casing loss Casing loss GV loss GV loss Efficiency [%] Efficiency [%] 100 100 98 98 96 94 RV loss 94 RV loss 92 92 90 90 88 88 96 86 SV loss SV loss DT loss DT loss 86 0.36 0.360.4 0.40.44 0.44 0.48 0.48 0.52 0.52 0.56 0.560.6 0.60.64 0.64 Q Q11 11 Figure 16. Component loss by the flow rate. Figure 16. Component loss by the flow rate. Figure 16. Component loss by the flow rate. 3.4. Fluid‐Structure Interaction Analysis 3.4.3.4. Fluid‐Structure Interaction Analysis Fluid-Structure Interaction Analysis In order to verify the runner blade structure integrity, fluid‐structure interaction (FSI) is an In In order to toverify the blade structure integrity, fluid‐structure interaction (FSI) is is an an order verify therunner runner blade structure integrity, fluid-structure interaction (FSI) effective method to calculate the stresses in the Francis turbine runner. Saeed et al. [17] found stress effective method to calculate the stresses in the Francis turbine runner. Saeed et al. [17] found stress effective method to calculate the stresses in the Francis turbine runner. Saeed et al. [17] found stress maxima in different of runner the runner by method. FSI method. Xiao et al. investigated the dynamic maxima in different parts parts of the by FSI Xiao et al. [18] [18] investigated the dynamic stresses in a Francis turbine runner successfully based on FSI analysis. In this study, the FSI analysis stresses in a Francis turbine runner successfully based on FSI analysis. In this study, the FSI analysis has been conducted for verifying the runner structure by the hydraulic force. has been conducted for verifying the runner structure by the hydraulic force. The material of SCS5 steel was applied for the runner, for which the tensile ultimate strength is The material of SCS5 steel was applied for the runner, for which the tensile ultimate strength is 540 MPa and yield stress is 415 MPa. The pressure load applied on the runner surface is imported 540 MPa and yield stress is 415 MPa. The pressure load applied on the runner surface is imported 3 m3/s and from the full domain CFD analysis at the design flow rate, where the flow rate is 1.21 Energies 2016, 9, 164 10 of 12 maxima in different parts of the runner by FSI method. Xiao et al. [18] investigated the dynamic stresses in a Francis turbine runner successfully based on FSI analysis. In this study, the FSI analysis has been conducted for verifying the runner structure by the hydraulic force. The material of SCS5 steel was applied for the runner, for which the tensile ultimate strength is 540 MPa and yield stress is 415 MPa. The pressure load applied on the runner surface is imported Energies 2016, 9, 164 10 of 12 Energies 2016, 9, 164 10 of 12 Energies 2016, 9, 164 10 of 12 from the full domain CFD analysis at the design flow rate, where the flow rate is 1.21 m3 /s and turbine ´ 1 rotational speed is 914 min . The surfaces of hub, shroud, pressure and suction sides of the runner blades are selected for The surfaces of hub, shroud, pressure and suction sides of the runner blades are selected for The surfaces of hub, shroud, pressure and suction sides of the runner blades are selected for The surfaces of hub, shroud, pressure and suction sides of the runner blades are selected for pressure loading as shown in Figure 17. The pressure imported to the runner surfaces for the FSI pressure loading as shown in Figure 17. The pressure imported to the runner surfaces for the FSI pressure loading as shown in Figure 17. The pressure imported to the runner surfaces for the FSI pressure loading as shown in Figure 17. The pressure imported to the runner surfaces for the FSI analysis is shown in Figure 18. The highest imported pressure of around 0.39 MPa exists on the hub analysis is shown in Figure 18. The highest imported pressure of around 0.39 MPa exists on the hub analysis is shown in Figure 18. The highest imported pressure of around 0.39 MPa exists on the hub analysis is shown in Figure 18. The highest imported pressure of around 0.39 MPa exists on the hub and shroud surface near the runner inlet. and shroud surface near the runner inlet. and shroud surface near the runner inlet. and shroud surface near the runner inlet. Figure 17. Runner hub and shroud surfaces for pressure loading. Figure 17. Runner hub and shroud surfaces for pressure loading. Figure 17. Runner hub and shroud surfaces for pressure loading. Figure 17. Runner hub and shroud surfaces for pressure loading. Figure 18. Pressure imported to the runner surfaces. Figure 18. Pressure imported to the runner surfaces. Figure 18. Pressure imported to the runner surfaces. Figure 18. Pressure imported to the runner surfaces. The structural feasibility is based on the stress on the runner, which is shown in Figure 19. The The structural feasibility is based on the stress on the runner, which is shown in Figure 19. The The structural feasibility is based on the stress on the runner, which is shown in Figure 19. The The structural feasibility is based on the stress on the runner, which is shown in Figure 19. The maximum stress point of 23 MPa can be found at the corner between runner blade leading edge and maximum stress point of 23 MPa can be found at the corner between runner blade leading edge and maximum stress point of 23 MPa can be found at the corner between runner blade leading edge and maximum stress point of 23 MPa can be found at the corner between runner blade leading edge and shroud, which is much lower than the material yield stress. The safety factor is 18, which is more shroud, which is much lower than the material yield stress. The safety factor is 18, which is more shroud, which is much lower than the material yield stress. The safety factor is 18, which is more shroud, which is much lower than the material yield stress. The safety factor is 18, which is more than than sufficient for a safe structure. than sufficient for a safe structure. than sufficient for a safe structure. sufficient for a safe structure. Figure 19. Stress distribution on the runner. Figure 19. Stress distribution on the runner. Figure 19. Stress distribution on the runner. Figure 19. Stress distribution on the runner. 4. Conclusions 4. Conclusions 4. Conclusions The Francis turbine runner design and numerical analysis are presented for the Miryang power The Francis turbine runner design and numerical analysis are presented for the Miryang power The Francis turbine runner design and numerical analysis are presented for the Miryang power station of Korea. A successful design of the Francis turbine runner based on the one‐dimension loss station of Korea. A successful design of the Francis turbine runner based on the one‐dimension loss station of Korea. A successful design of the Francis turbine runner based on the one‐dimension loss analysis and port area of the runner flow passage has been presented. The port area of runner blade analysis and port area of the runner flow passage has been presented. The port area of runner blade analysis and port area of the runner flow passage has been presented. The port area of runner blade plays a role of correcting the outflow angle from runner passage to reduce the swirl flow and the loss plays a role of correcting the outflow angle from runner passage to reduce the swirl flow and the loss plays a role of correcting the outflow angle from runner passage to reduce the swirl flow and the loss Energies 2016, 9, 164 11 of 12 4. Conclusions The Francis turbine runner design and numerical analysis are presented for the Miryang power station of Korea. A successful design of the Francis turbine runner based on the one-dimension loss analysis and port area of the runner flow passage has been presented. The port area of runner blade plays a role of correcting the outflow angle from runner passage to reduce the swirl flow and the loss in the draft tube. Finally, the best efficiency of 92.6% is achieved by full domain calculation with leakage loss at the design point. From the FSI results it is evident that the maximum stress on the runner is much less than the ultimate stress the runner can withstand before failure. Acknowledgments: This work was supported by the New and Renewable Energy of the Korea Institute of Energy Technology Evaluation and Planning (KETEP) grant funded by the Korea Government Ministry of Trade, Industry and Energy (No. 2013T100200079). Moreover, the authors are very grateful to Kazuyoshi Miyagawa of Waseda University, Japan, for his valuable advices. Author Contributions: Zhenmu Chen conceived, designed and analyzed the hydro Francis turbine; Patrick M. Singh analyzed the data; Young-Do Choi planed the study project, as well as contributed the design and analysis tools; Zhenmu Chen and Patrick M. Singh wrote the paper and Young-Do Choi revised the paper. Conflicts of Interest: The authors declare no conflict of interest. Nomenclature 4ptotal a0 ar Bg Dr1 g He Hgv Hloss Hloss runner Hth m N Ns p Q Q11 T U V th Vu W Zg α β βb ζ ρ ω Total pressure difference Guide vane opening Port area Guide vane height Runner inlet diameter Gravitational acceleration Effective head Guide vane head loss Pressure loss Runner pressure loss Euler head Hydraulic radius Rotational speed Specific speed Pressure Flow rate Unit flow rate Torque Peripheral velocity Velocity Rotational component of absolute velocity Relative velocity Guide vane number Flow angle Relative flow angle Blade angle Pressure loss coefficient Water density Angular speed Energies 2016, 9, 164 12 of 12 Abbreviations DT GV RV SV Draft tube Guide vane Runner vane Stay vane References 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. Choi, G.W. K-Water 2014 Sustainability Report; K-Water: Deajeon, Korea, 2014. Krishna, H.R. 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