Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
Paper format: National Examinations, May 2018 — 16-Mec-B6 Fluid Machinery. Closed book, three hours, 21 pages. Section A is calculative (Questions 1–5) and Section B descriptive (Questions 6–8); candidates answer four from Section A and two from Section B, six questions of ten marks each for a total of 60. Reference data for individual questions are supplied on pages 11–16 and the nomenclature, constants and reference equations on pages 17–21. All eight questions are solved below.
Check — angle conventions taken from the paper's own attachments. The compressor attachment on page 11 strikes $\alpha_1$ and $\beta_1$ off the axial component $C_{X1}$, so in Questions 1 and 2 all blade and vane angles are measured from the axial direction. The steam-turbine attachment on page 13 and the Francis attachment on page 14 strike $\theta$, $\phi$, $\gamma$, $\delta$, $\alpha$ and $\beta$ off the tangential (blade-motion) direction, so Questions 3 and 5 use the tangential reference. Mixing the two is the single most common way to lose all the marks on a velocity-diagram question. Every constant used below ($g = 9.81\ \text{m}\,\text{s}^{-2}$, $\rho_{\text{water}} = 1000\ \text{kg}\,\text{m}^{-3}$, $\rho_{\text{air}} = 1.21\ \text{kg}\,\text{m}^{-3}$ at 15 °C, $c_p = 1.005$ and $c_v = 0.718\ \text{kJ}\,\text{kg}^{-1}\text{K}^{-1}$) is taken from the paper's page 18 rather than from a textbook.
Reference texts
Dixon, S. L. and Hall, C. A., Fluid Mechanics and Thermodynamics of Turbomachinery, 7th ed. — Ch. 3 (two-dimensional cascades), Ch. 5 (axial compressors), Ch. 4 (axial turbines), Ch. 9 (hydraulic turbines).
Cohen, H., Rogers, G. F. C. and Saravanamuttoo, H. I. H., Gas Turbine Theory, 7th ed. — Ch. 3 (jet propulsion cycles), Ch. 5 (axial flow compressors), Ch. 6 (compressor and turbine matching, surge and stall).
Turton, R. K., Principles of Turbomachinery, 2nd ed. — Ch. 2 (Euler equation), Ch. 4 (pump characteristics), Ch. 8 (fans and their control).
White, F. M., Fluid Mechanics, 8th ed. — Ch. 11 (turbomachinery: specific speed, pump curves, Pelton and Francis turbines).
Fox, R. W. and McDonald, A. T., Introduction to Fluid Mechanics, 10th ed. — Ch. 10 (fluid machinery, similarity rules).
Çengel, Y. A. and Boles, M. A., Thermodynamics: An Engineering Approach, 9th ed. — Ch. 9 (gas power cycles, Brayton and turbojet).
Given. A Francis runner of 4.470 m entry diameter turning at 107 rev/min under 65.227 m of head, delivering 54.063 MW at an efficiency of 0.938, with geometry scaled from the photograph on page 14.
Given data (Question 5)
Total head
$H = 65.227\ \text{m}$
Turbine speed
$N = 107\ \text{rev}\,\text{min}^{-1}$
Mechanical power
$P = 54.063\ \text{MW}$
Turbine efficiency
$\eta = 0.938$
Runner outer (entry) diameter
$D_1 = 4.470\ \text{m}$
Runner inner (exit) diameter
$D_2 = 0.5D_1 = 2.235\ \text{m}$
Draft-tube throat diameter
$D_{\text{throat}} = D_1 = 4.470\ \text{m}$
Blade height at entry
$h = 0.2D_1 = 0.894\ \text{m}$
Blade thickness blockage at entry
10 % of the inlet circumference
Blade inlet angle
$\beta_1 = 90^\circ$
Blade outlet angle (from the photograph)
$\beta_2 = 165^\circ$
Find. The flow rate, the inlet and outlet peripheral and meridional velocities, the inlet and outlet velocity diagrams with $V_1$, $\alpha_1$, $V_2$ and $\alpha_2$, the hydraulic power of the runner, and the blade exit angle implied by the diagram compared with the quoted 165°.
Figure 5.1 — Francis runner velocity diagrams at inlet and outlet. All angles are struck from the peripheral direction, following Attachment page 14.
Approach. Get the flow from the power and efficiency, the peripheral speeds from the diameters and rotational speed, the meridional velocities from continuity through the (blocked) inlet annulus and the throat, close the inlet triangle using $\beta_1 = 90^\circ$, then use the Euler turbine equation to find the exit whirl that delivers the runner power and hence the exit triangle.
Part (a) — volume flow rate. The efficiency links the mechanical output to the water power supplied, $P = \eta\rho gQH$, so
$$Q = \frac{P}{\eta\rho gH} = \frac{54.063 \times 10^{6}}{0.938 \times 1000 \times 9.81 \times 65.227}$$
$$\boxed{Q = 90.07\ \text{m}^{3}\,\text{s}^{-1}}$$
The water power available is $\rho gQH = 57.64\ \text{MW}$, of which 3.57 MW is lost.
Part (b) — inlet peripheral and radial velocities. The blade speed at entry is
$$U_1 = \frac{\pi D_1 N}{60} = \frac{\pi \times 4.470 \times 107}{60} = 25.04\ \text{m}\,\text{s}^{-1}$$
The inlet flow passes through a cylindrical surface of height $h$, less the 10 % of circumference occupied by blade thickness:
$$A_1 = \pi D_1 h\,(1 - 0.10) = \pi \times 4.470 \times 0.894 \times 0.90 = 11.30\ \text{m}^{2}, \qquad V_{r1} = \frac{Q}{A_1}$$
$$\boxed{U_1 = 25.04\ \text{m}\,\text{s}^{-1}, \qquad V_{r1} = 7.972\ \text{m}\,\text{s}^{-1}}$$
Part (c) — inlet velocity diagram. A blade inlet angle of $90^\circ$ means the relative velocity is perpendicular to the periphery, that is purely radial, so the whole of the blade speed appears as absolute whirl: $V_{\theta 1} = U_1 = 25.04\ \text{m}\,\text{s}^{-1}$ and $W_1 = V_{r1}$. Combining the two components,
$$V_1 = \sqrt{U_1^{2} + V_{r1}^{2}} = \sqrt{25.04^{2} + 7.972^{2}}, \qquad \alpha_1 = \arctan\frac{V_{r1}}{U_1}$$
$$\boxed{V_1 = 26.28\ \text{m}\,\text{s}^{-1}, \qquad \alpha_1 = 17.66^\circ}$$
This $\alpha_1$ is the setting the stationary guide vanes must produce, and Figure 5.1 shows the resulting right-angled triangle.
Part (d) — outlet peripheral and meridional velocities. At half the diameter the blade speed halves,
$$U_2 = \frac{\pi D_2 N}{60} = 12.52\ \text{m}\,\text{s}^{-1}$$
The question directs that the exit area is the draft-tube throat, a full circle of diameter $D_1$:
$$A_2 = \frac{\pi D_{\text{throat}}^{2}}{4} = 15.69\ \text{m}^{2}, \qquad V_{m2} = \frac{Q}{A_2}$$
$$\boxed{U_2 = 12.52\ \text{m}\,\text{s}^{-1}, \qquad V_{m2} = 5.740\ \text{m}\,\text{s}^{-1}}$$
Because the flow has turned into the axial direction by the time it reaches the throat, this "radial" velocity is physically the axial (meridional) component entering the draft tube.
Part (e) — hydraulic power developed by the runner. With no separate mechanical or volumetric efficiency given, the single quoted efficiency accounts for every loss between the water and the shaft, so the power the blades take from the water is the stated mechanical output:
$$P_{\text{runner}} = \eta\rho gQH = 0.938 \times 1000 \times 9.81 \times 90.07 \times 65.227$$
$$\boxed{P_{\text{runner}} = 54.06\ \text{MW}}$$
This is not merely a restatement of the given data: part (f) needs it as the target for the Euler equation, and it must lie below the zero-exit-swirl ceiling $\rho QU_1V_{\theta 1} = 56.49\ \text{MW}$ for the runner to work at all. It does, by 2.43 MW, which is exactly the whirl energy that must be left in the exit flow.
Part (f) — exit swirl angle from the Euler equation. The page-21 hydro-turbine relation is $P = \rho Q\left(U_1V_1\cos\alpha_1 - U_2V_2\cos\alpha_2\right)$. Writing $V\cos\alpha$ as the whirl component and rearranging for the exit whirl,
$$V_{\theta 2} = \frac{\rho QU_1V_{\theta 1} - P_{\text{runner}}}{\rho QU_2} = \frac{56.49 \times 10^{6} - 54.06 \times 10^{6}}{1000 \times 90.07 \times 12.52} = 2.153\ \text{m}\,\text{s}^{-1}$$
Combining with the meridional component from part (d),
$$\alpha_2 = \arctan\frac{V_{m2}}{V_{\theta 2}} = \arctan\frac{5.740}{2.153}$$
$$\boxed{\alpha_2 = 69.44^\circ}$$
Substituting back, $\rho Q(U_1V_{\theta 1} - U_2V_{\theta 2}) = 54.06\ \text{MW}$ as required. The residual whirl is only 2.15 m/s against a meridional 5.74 m/s, so the flow is indeed close to axial and the question's simplifying assumption $V_2 \approx V_{\text{radial}}$ is self-consistent.
Part (g) — exit velocity diagram and the blade angle. The absolute exit velocity closes the triangle,
$$V_2 = \sqrt{V_{\theta 2}^{2} + V_{m2}^{2}} = \sqrt{2.153^{2} + 5.740^{2}} = 6.130\ \text{m}\,\text{s}^{-1}$$
and the relative velocity follows by subtracting the blade speed from the whirl, $W_{\theta 2} = V_{\theta 2} - U_2 = 2.153 - 12.52 = -10.37\ \text{m}\,\text{s}^{-1}$, so
$$W_2 = \sqrt{10.37^{2} + 5.740^{2}} = 11.85\ \text{m}\,\text{s}^{-1}, \qquad \beta_2 = 180^\circ - \arctan\frac{5.740}{10.37}$$
$$\boxed{V_2 = 6.130\ \text{m}\,\text{s}^{-1}, \qquad \beta_2 = 151.0^\circ}$$
Comparison with the given 165°. The diagram gives 151.0° against the 165° scaled off the photograph, a difference of 14°. The 165° value cannot be right: carrying it through the same construction gives $W_{\theta 2} = -21.42\ \text{m}\,\text{s}^{-1}$, an exit whirl of $-8.90\ \text{m}\,\text{s}^{-1}$ (that is, counter to rotation) and an Euler power of 66.5 MW — more than the 57.6 MW of water power actually supplied, which is impossible. The 165° is therefore an artefact of reading a blade angle off a perspective photograph of a curved, twisted vane; 151.0° is the angle consistent with the stated head, speed, power and efficiency. Real Francis runners are twisted, so a single exit angle is in any case a mean value, and the true blade angle varies from hub to shroud.
Check — interpretation of part (e). "Hydraulic power developed by the runner" is taken as the power transferred from water to blades, equal here to the quoted mechanical power because the single efficiency of 0.938 is the only loss figure supplied. The alternative reading — runner power equal to the full water power $\rho gQH = 57.64\ \text{MW}$ — is excluded by physics rather than by preference: it exceeds the zero-exit-swirl Euler ceiling of 56.49 MW, so part (f) would require a negative exit whirl and no solution exists. This is the check that fixes the interpretation.