NivaarExam PrepOfficial exam papers ↗

22-Mec-B6 Advanced Fluid Mechanics · May 2017

Question 3 of 8: Hydro Turbine Design

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

Paper format. 16-Mec-B6 Fluid Machinery, National Examinations May 2017 — three hours, closed book. Section A is calculative (Questions 1–5) and Section B descriptive (Questions 6–8); the rubric asks for four of Section A and two of Section B, six questions of ten marks each for a sixty-mark paper. Reference data for individual questions are supplied as Attachments (pages 9–11) and a general constants/equations sheet occupies pages 12–16. All eight questions are solved here, because the set is a study resource rather than a timed attempt.

Reference texts. S. L. Dixon & C. A. Hall, Fluid Mechanics and Thermodynamics of Turbomachinery, 7th ed.; R. K. Turton, Principles of Turbomachinery, 2nd ed.; H. Cohen, G. F. C. Rogers & H. I. H. Saravanamuttoo, Gas Turbine Theory, 6th ed.; F. M. White, Fluid Mechanics, 8th ed.; R. W. Fox, A. T. McDonald & P. J. Pritchard, Introduction to Fluid Mechanics, 9th ed.; Y. A. Çengel & M. A. Boles, Thermodynamics: An Engineering Approach, 9th ed. Constants are those printed on page 13 of the paper (g = 9.81 m/s², ρwater = 1000 kg/m³, ρair = 1.21 kg/m³ at 15 °C and 1.19 kg/m³ at 20 °C, cp = 1.005 kJ/kg·°C, cv = 0.718 kJ/kg·°C, patm = 100 kPa, pvapour = 2.34 kPa).

Subject note. Page 1 of the examination reads 16-MEC-B6 FLUID MACHINERY, and every question is a turbomachine question. The solutions below answer the paper as printed.

Question 3: Hydro Turbine Design (10 marks)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given. A Francis (radial inward-flow) turbine at its design point:

QuantitySymbolValue
Dimensionless power specific speedNs0.9
Effective (net) headH160 m
Required rotational speedN750 rev/min
Hydraulic efficiencyηh0.94
Absolute flow angle at runner inlet, from the tangentα118°
Runner tip speed ratioU1/Vjet0.7
Water density, gravity (page 13)ρ, g1000 kg/m³, 9.81 m/s²

Find. The power output, the volume flow, the runner diameter, the inlet velocity triangle and its radial component, and the runner height (the gate width) at inlet.

runner rim (tangent drawn solid)U₁ = 39.22 m/sV₁ = 39.56 m/sα₁ = 18°v₁ (relative), β₁ = 97.5°Vₕ₁ = 12.22 m/sVₙ₁ = 37.62 m/sinlet triangle at the runner periphery; no exit whirl assumed
Figure 3.1 — velocity triangle at the runner periphery (part d). The absolute velocity V₁ leaves the guide vanes at 18° to the tangent; subtracting the runner speed U₁ gives the relative velocity v₁ entering the blade passage.

Approach. The dimensionless specific speed on page 15 contains the power as its only unknown, so it yields the output directly; the hydraulic efficiency then converts that power into a flow rate. The tip-speed ratio fixes the peripheral speed and hence the diameter, Euler's equation supplies the inlet whirl, and continuity through the cylindrical inlet surface gives the gate height.

  1. Part (a) — angular velocity. Converting the required speed, $$\omega=\frac{2\pi N}{60}=\frac{2\pi\times 750}{60}=78.54\ \text{rad/s}$$
  2. Power from the specific speed. The page-15 turbine specific speed is $N_s=\omega P^{1/2}/\left[\rho^{1/2}(gH)^{5/4}\right]$, which rearranges to $$P=\left[\frac{N_s\,\rho^{1/2}\,(gH)^{5/4}}{\omega}\right]^{2} =\left[\frac{0.9\times 31.62\times (9.81\times 160)^{1.25}}{78.54}\right]^{2}$$ With $(gH)^{1.25}=(1569.6)^{1.25}=9.888\times 10^{3}$, $$\boxed{P=12.8\ \text{MW}}$$ The attachment chart on page 10 shows a Francis runner peaking near $N_s\approx 0.9$ at about 91 % overall efficiency, so this machine sits exactly at the top of the Francis band — a reassuring consistency check on the choice of machine type.
  3. Part (b) — volume flow rate. The hydraulic power delivered to the runner is $P=\eta_h\,\rho g Q H$, so $$Q=\frac{P}{\eta_h\,\rho g H}=\frac{12.82\times 10^{6}}{0.94\times 1000\times 9.81\times 160}$$ $$\boxed{Q=8.69\ \text{m}^3/\text{s}}$$
  4. Part (c) — peripheral speed and runner diameter. The free-jet velocity corresponding to the net head is $V_{jet}=\sqrt{2gH}=\sqrt{2\times 9.81\times 160}=56.03$ m/s, so the runner tip speed is $$U_1=0.7\,V_{jet}=0.7\times 56.03=39.22\ \text{m/s}$$ and since $U_1=\omega D/2$, $$D=\frac{2U_1}{\omega}=\frac{2\times 39.22}{78.54}$$ $$\boxed{D=1.00\ \text{m}}$$ The same answer follows from $D=60U_1/(\pi N)$, and landing on a round metre is a good sign that the paper was designed backwards from this value.
  5. Part (d) — inlet whirl from Euler's equation. A well-designed reaction runner discharges with no swirl, so the whole hydraulic head is absorbed at inlet: $$\eta_h\,gH=U_1V_{w1}\qquad\Longrightarrow\qquad V_{w1}=\frac{0.94\times 9.81\times 160}{39.22}=37.62\ \text{m/s}$$
  6. Radial flow velocity. The absolute velocity makes 18° with the tangent, so its radial component is the whirl component times the tangent of that angle: $$V_{f1}=V_{w1}\tan\alpha_1=37.62\times\tan 18^\circ$$ $$\boxed{V_{f1}=12.2\ \text{m/s}}$$ The absolute velocity itself is $V_1=\sqrt{V_{w1}^2+V_{f1}^2}=39.6$ m/s, and the relative velocity entering the blade makes $\beta_1=\tan^{-1}\!\left[V_{f1}/(V_{w1}-U_1)\right]=97.5^\circ$ with the tangent — the blade leading edge leans very slightly backwards, which is typical of a Francis runner whose whirl is a little below the runner speed. Figure 3.1 is the required sketch.
  7. Part (e) — runner height at inlet. All of the flow crosses the cylindrical surface of diameter D and height b at the radial velocity, so $$Q=\pi D\,b\,V_{f1}\qquad\Longrightarrow\qquad b=\frac{Q}{\pi D V_{f1}}=\frac{8.687}{\pi\times 0.9987\times 12.22}$$ $$\boxed{b=0.227\ \text{m}\ (227\ \text{mm})}$$ The height-to-diameter ratio is $b/D=0.23$, which is the narrow, tall-headed proportion expected of a Francis runner in the middle of its specific-speed range; a low-head machine would be much wider.
  8. Closure check. Feeding the answers back through continuity, $\pi\times 0.9987\times 0.2265\times 12.22=8.69$ m³/s, reproduces the part (b) flow, and $\tan^{-1}(12.22/37.62)=18.0^\circ$ reproduces the given guide-vane angle. The design is self-consistent.
QuantitySymbolResult
Angular velocityω78.54 rad/s
Turbine power outputP12.8 MW
Water flow rateQ8.69 m³/s
Free-jet velocity at the net headVjet56.03 m/s
Runner peripheral speedU139.22 m/s
Runner diameterD1.00 m
Inlet whirl velocityVw137.62 m/s
Radial flow velocity at inletVf112.2 m/s
Absolute inlet velocityV139.6 m/s at 18° to the tangent
Relative inlet (blade) angleβ197.5° to the tangent
Runner height at inletb0.227 m
Check: what α1 = 18° actually labels. The question calls it the “runner blade inlet angle”, but the attachment on page 10 defines α1 as the angle between the absolute velocity V1 and the tangential velocity u1 — that is, the guide-vane discharge angle. It has been used that way here, which is the only reading that lets parts (d) and (e) be answered. The true blade (relative) angle that comes out of the construction is β1 = 97.5°.