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Francis turbine velocity triangles and power

Short answer

u₁ = 20.94 m/s, from η_h = V_w₁ u₁/(gH) → V_w₁ = 19.60 m/s. Guide vane angle α = 19.7°. Runner inlet angle θ = 100.9°, outlet φ = 33.8°. Discharge Q = π D₁ B₁ V_f = 2.639 m³/s; width B₂ = 0.24 m; runner power = ρ Q V_w₁ u₁ = 1083.4 kW.

An inward flow Francis turbine works under a net head of 45 m at 400 rpm. The outer and inner diameters of the runner are 1.0 m and 0.5 m, and the width at inlet is 0.12 m. The hydraulic efficiency is 93 % and the water leaves the runner without whirl. The flow velocity is constant at 7 m/s through the runner and the thickness of blades may be neglected. Determine (a) the guide vane angle, (b) the runner vane angles at inlet and outlet, (c) the discharge, (d) the width of the runner at outlet and (e) the power developed by the runner.

Given: H=45H=45 m, N=400N=400 rpm, D1=1.0D_1=1.0 m, D2=0.5D_2=0.5 m, B1=0.12B_1=0.12 m, ηh=0.93\eta_h=0.93, Vw2=0V_{w2}=0, Vf1=Vf2=7V_{f1}=V_{f2}=7 m/s.

Blade speeds

u1=πD1N60=π×1.0×40060=20.94 m/s,u2=π×0.5×40060=10.47 m/su_1=\frac{\pi D_1N}{60}=\frac{\pi\times1.0\times400}{60}=20.94\ \text{m/s},\qquad u_2=\frac{\pi\times0.5\times400}{60}=10.47\ \text{m/s}

Inlet whirl velocity

For Vw2=0V_{w2}=0: ηh=Vw1u1gH\eta_h=\dfrac{V_{w1}u_1}{gH}

Vw1=0.93×9.81×4520.94=19.60 m/sV_{w1}=\frac{0.93\times9.81\times45}{20.94}=19.60\ \text{m/s}

(a) Guide vane angle

tan⁡α=Vf1Vw1=719.60 ⇒ α=19.7∘\tan\alpha=\frac{V_{f1}}{V_{w1}}=\frac{7}{19.60}\ \Rightarrow\ \alpha=19.7^\circ

(b) Runner vane angles

Since Vw1<u1V_{w1}<u_1, the whirl component of the relative velocity (Vw1−u1V_{w1}-u_1) is opposite to u1u_1, so the blade angle θ\theta (measured from the direction of u1u_1) is obtuse, greater than 90 degrees.

tan⁡(180∘−θ)=Vf1u1−Vw1=71.34 ⇒ 180∘−θ=79.1∘,  θ=100.9∘\tan(180^\circ-\theta)=\frac{V_{f1}}{u_1-V_{w1}}=\frac{7}{1.34}\ \Rightarrow\ 180^\circ-\theta=79.1^\circ,\ \ \theta=100.9^\circ

At outlet (Vw2=0V_{w2}=0):

tan⁡ϕ=Vf2u2=710.47 ⇒ ϕ=33.8∘\tan\phi=\frac{V_{f2}}{u_2}=\frac{7}{10.47}\ \Rightarrow\ \phi=33.8^\circ

(c) Discharge

Q=πD1B1Vf1=π×1.0×0.12×7=2.639 m3/sQ=\pi D_1B_1V_{f1}=\pi\times1.0\times0.12\times7=2.639\ \text{m}^3/\text{s}

(d) Width at outlet

Continuity: πD1B1Vf1=πD2B2Vf2\pi D_1B_1V_{f1}=\pi D_2B_2V_{f2}, with Vf1=Vf2V_{f1}=V_{f2}:

B2=D1B1D2=1.0×0.120.5=0.24 m=240 mmB_2=\frac{D_1B_1}{D_2}=\frac{1.0\times0.12}{0.5}=0.24\ \text{m}=240\ \text{mm}

(e) Power developed by runner

P=ρQ Vw1u1=1000×2.639×19.60×20.94=1083.4 kWP=\rho Q\,V_{w1}u_1=1000\times2.639\times19.60\times20.94=1083.4\ \text{kW}

Check: water power ρgQH=1165.0\rho gQH=1165.0 kW, and 1083.4/1165.0=93.0%=ηh1083.4/1165.0=93.0\%=\eta_h (satisfied).

Answer: (a) α=19.7∘\alpha=19.7^\circ; (b) θ=100.9∘\theta=100.9^\circ, ϕ=33.8∘\phi=33.8^\circ; (c) 2.6392.639 m³/s; (d) 0.24 m; (e) 1083.4 kW.

✓ Answer checked by Claude Sonnet 5.5

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