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Chapter 1 · 10 hours

Introduction of Turbomachime and Dynamic Action of Fluid

Practice questions

Practice questions and answers

8 exam-style questions on this chapter, written for this site from the official syllabus. We haven’t found past IOE papers for this subject yet; if you have some, share them in the community.

  • Practice · 5 marks

Define a turbomachine. Classify turbomachines with suitable examples.

Answer

A turbomachine is a device in which energy is transferred continuously between a rotating element (rotor or runner) and a flowing fluid, through the dynamic action of the fluid on the blades. The change in the fluid's angular momentum gives the torque on the shaft.

Classification

1. By direction of energy transfer

  • Power-producing (turbines): fluid gives energy to the rotor. Examples: water turbine, steam turbine, gas turbine, wind turbine.
  • Power-absorbing (pumps, fans, blowers, compressors): the rotor gives energy to the fluid.

2. By the fluid handled

  • Hydraulic (incompressible fluid, mainly water): water turbines, centrifugal pumps.
  • Thermal (compressible fluid): steam and gas turbines, compressors, fans.

3. By the action of the fluid in the rotor

  • Impulse type: the whole pressure drop occurs in the nozzle; the rotor works at constant (atmospheric) pressure. Example: Pelton wheel, De Laval steam turbine.
  • Reaction type: pressure drops also in the rotor, so the rotor is full of fluid. Example: Francis and Kaplan turbines, Parsons turbine.

4. By the direction of flow through the rotor

TypeFlow directionExample
AxialParallel to shaftKaplan turbine, axial pump
Radial (inward or outward)Perpendicular to shaftCentrifugal pump, old Francis
MixedBoth componentsModern Francis, mixed-flow pump
TangentialJet along tangent to wheelPelton wheel
  Axial            Radial           Tangential
  ||| -> |||       -> O <-          jet
                                      \  (  )
                                       -> (Pelton)

5. By the number of stages: single-stage and multistage (e.g. multistage boiler feed pump).

6. By shaft position: horizontal, vertical, inclined.

  • Practice · 4 marks

Differentiate between turbomachines and positive displacement machines.

Answer

Both transfer energy between a machine and a fluid, but the mechanism is different. In a turbomachine the energy exchange is due to the dynamic action of the fluid on rotating blades, whereas in a positive displacement machine a fixed volume of fluid is trapped, moved and pushed out by a moving boundary.

PointTurbomachinePositive displacement machine
PrincipleChange of angular momentum (Euler's equation)Change of volume of a closed space
FlowContinuous, steadyIntermittent, pulsating
Moving partRotor with blades, pure rotationPiston, gear, vane, screw (often reciprocating)
CapacityLarge discharge, moderate headSmall discharge, very high head possible
SpeedHigh speed, direct drive from motorLow speed, often gear or crank drive
Size and weightCompact, less weight per unit powerBulky, heavy
Balancing, vibrationEasily balanced, smoothUnbalanced forces, more vibration
ValvesNot neededSuction and delivery valves needed (reciprocating type)
MaintenanceLowHigh (wear of valves, seals)
ExamplesCentrifugal pump, turbinesReciprocating pump, gear pump, piston engine

In a turbomachine the delivered head depends on speed and discharge, so closing the delivery valve gives a limited head. A positive displacement pump will build up pressure until it fails, so it needs a relief valve.

  • Practice · 5 marks

Write short notes on the historical development of water wheels and water turbines.

Answer

Water power is one of the oldest sources of mechanical energy. The development went from simple wheels to the high-efficiency turbines used today.

Water wheels

  • Horizontal (Norse or Greek) wheel: earliest form, with a vertical shaft; the stream strikes paddles directly. Low efficiency (below 15%), but no gearing needed to drive millstones.
  • Vertical wheels (Roman, about 1st century BC): a horizontal shaft driven through gears.
    • Undershot wheel: water flows under the wheel, striking the lower blades. Used on low heads; efficiency about 20 to 30%.
    • Breast wheel: water enters at about the shaft level. Efficiency about 40 to 60%.
    • Overshot wheel: water falls into buckets at the top; works by weight of water. Efficiency up to 60 to 70%.
  • Smeaton (1750s) tested wheels with models and showed that overshot wheels were better than undershot, starting scientific design.

Water turbines

Year (approx.)ContributorDevelopment
1750SegnerReaction wheel (Segner wheel)
1754EulerTheory of turbomachines, the Euler equation
1827FourneyronFirst practical outward-flow reaction turbine
1849James B. FrancisInward-flow reaction turbine (Francis turbine)
1880Lester A. PeltonPelton wheel with double-hemispherical buckets, for high heads
1913Viktor KaplanAxial-flow turbine with adjustable runner blades, for low heads and large flows

Later improvements include the Banki (cross-flow) turbine for small plants, draft tubes, automatic governors and better materials. Modern turbines reach efficiencies of 90 to 95%, much higher than the early wheels.

  • Practice · 6 marks

State Newton's second law in terms of linear momentum. Derive the impulse-momentum equation and the force exerted by a fluid jet on a stationary body using the control volume approach.

Answer

Momentum principle

Newton's second law: the rate of change of linear momentum of a body is equal to the resultant force acting on it, and takes place in the direction of that force.

F⃗=d(mV⃗)dt\vec F = \frac{d(m\vec V)}{dt}

If the force FF acts for a short time dtdt, then F dt=d(mV)F\,dt = d(mV). The left side is the impulse and the right side is the change of momentum. This is the impulse-momentum equation.

Control volume form (steady flow)

Consider a fixed control volume with one inlet (section 1) and one outlet (section 2), through which fluid of density ρ\rho flows steadily. The mass flow rate is m=ρQ=ρA1V1=ρA2V2m = \rho Q = \rho A_1 V_1 = \rho A_2 V_2.

In time dtdt the mass dm=ρQ dtdm = \rho Q\,dt enters with velocity V1V_1 and the same mass leaves with velocity V2V_2. Momentum change of the fluid in the given direction xx:

dm (V2x−V1x)=ρQ dt (V2x−V1x)dm\,(V_{2x} - V_{1x}) = \rho Q\,dt\,(V_{2x}-V_{1x})

Dividing by dtdt, the net external force on the fluid in the control volume (pressure forces, body force and force by the solid surface) is

∑Fx=ρQ (V2x−V1x),∑Fy=ρQ (V2y−V1y)\sum F_x = \rho Q\,(V_{2x} - V_{1x}), \qquad \sum F_y = \rho Q\,(V_{2y} - V_{1y})

Force of jet on a stationary body

For a free jet, the pressure is atmospheric everywhere on the control surface, so pressure forces cancel and the body force is negligible. The only force on the fluid is the force RR exerted by the body on the fluid. By Newton's third law the force of the jet on the body is equal and opposite:

Fx=ρQ (V1x−V2x)F_x = \rho Q\,(V_{1x} - V_{2x})

Hence the force on a body equals the rate at which the fluid loses momentum in that direction. Direction of the force is found by the sign of (V1x−V2x)(V_{1x}-V_{2x}).

Special results for a jet of area aa and velocity VV:

  • Flat plate normal to jet (fluid leaves along plate, so V2x=0V_{2x}=0): F=ρaV2F = \rho a V^2.
  • Symmetrical curved vane turning the jet through angle θ\theta (measured from the jet direction): F=ρaV2(1−cos⁡θ)F = \rho a V^2(1-\cos\theta).

These expressions are the basis for the analysis of Pelton wheel buckets and other impulse machines.

  • Practice · 8 marks

A jet of water 50 mm in diameter with a velocity of 25 m/s strikes a flat plate held normal to the jet. Find (a) the force on the plate when it is stationary, (b) the force, work done per second and efficiency of the jet when the plate moves at 8 m/s in the direction of the jet (single plate), and (c) the same quantities when a series of such plates mounted on a wheel moves at 8 m/s.

Answer

Given: d=0.05d = 0.05 m, V=25V = 25 m/s, u=8u = 8 m/s, ρ=1000\rho = 1000 kg/m³.

Jet area: a=π4(0.05)2=1.9635×10−3a = \frac{\pi}{4}(0.05)^2 = 1.9635\times10^{-3} m².

Kinetic energy of jet per second (input power): 12ρaV3=15340\frac12\rho a V^3 = 15340 W.

(a) Stationary plate

The jet loses all its momentum normal to the plate.

F=ρaV2=1000×1.9635×10−3×252=1227.2 NF = \rho a V^2 = 1000\times 1.9635\times10^{-3}\times 25^2 = 1227.2\ \text{N}

(b) Single plate moving at 8 m/s

Only the relative velocity (V−u)(V-u) acts, and the mass hitting the plate per second is ρa(V−u)\rho a (V-u) (the plate runs away from the jet, so some water is not caught).

F=ρa(V−u)2=1000×1.9635×10−3×172=567.5 NW=F u=567.5×8=4540 Wη=Fu12ρaV3=454015340=29.6%\begin{aligned} F &= \rho a (V-u)^2 = 1000\times1.9635\times10^{-3}\times 17^2 = 567.5\ \text{N}\\ W &= F\,u = 567.5\times 8 = 4540\ \text{W}\\ \eta &= \frac{F u}{\tfrac12\rho a V^3} = \frac{4540}{15340} = 29.6\% \end{aligned}

(c) Series of plates on a wheel

With many plates, a plate is always in front of the jet, so the whole discharge ρaV\rho a V strikes the plates, but each kilogram loses only the relative velocity (V−u)(V-u).

F=ρaV(V−u)=1000×1.9635×10−3×25×17=834.5 NW=Fu=6676 Wη=2u(V−u)V2=667615340=43.5%\begin{aligned} F &= \rho a V (V-u) = 1000\times1.9635\times10^{-3}\times25\times 17 = 834.5\ \text{N}\\ W &= F u = 6676\ \text{W}\\ \eta &= \frac{2u(V-u)}{V^2} = \frac{6676}{15340} = 43.5\% \end{aligned}

The maximum efficiency of a series of flat plates is 50 %, at u=V/2u = V/2.

CaseForce (N)Work (W)Efficiency
Stationary1227.200
Single moving plate567.5454029.6 %
Series of plates834.5667643.5 %

Answer: (a) 1227.2 N; (b) 567.5 N, 4540 W, 29.6 %; (c) 834.5 N, 6676 W, 43.5 %.

  • Practice · 6 marks

A jet of water 60 mm in diameter and moving at 30 m/s strikes at the centre of a symmetrical curved vane which deflects the jet through 160 degrees (each half leaves at 20 degrees to the original jet direction, back towards the source). Neglecting friction, find (a) the force exerted on the vane in the direction of the jet when it is fixed, and (b) the force and power developed when the vane moves at 10 m/s in the direction of the jet.

Answer

Given: d=0.06d=0.06 m, V=30V=30 m/s, deflection θ=160∘\theta=160^\circ, so the exit angle with the original jet direction is 180∘−20∘180^\circ-20^\circ and the exit velocity component along the jet is −Vcos⁡20∘-V\cos20^\circ (opposite to the jet).

Jet area a=π4(0.06)2=2.827×10−3a=\frac{\pi}{4}(0.06)^2=2.827\times10^{-3} m².

(a) Fixed vane

The vane is symmetrical and the jet splits into two equal halves, which leave with velocity VV (no friction, no change in speed). Change of velocity along the jet per kg: V−(−Vcos⁡20∘)=V(1+cos⁡20∘)V - (-V\cos20^\circ) = V(1+\cos20^\circ).

F=ρaV2(1+cos⁡20∘)=1000×2.827×10−3×302×(1+0.9397)=4936 N\begin{aligned} F &= \rho a V^2 (1+\cos 20^\circ)\\ &= 1000\times2.827\times10^{-3}\times 30^2\times(1+0.9397)\\ &= 4936\ \text{N} \end{aligned}

(b) Vane moving at 10 m/s in the jet direction

A single vane moving away receives mass flow ρa(V−u)\rho a (V-u) per second, and the relative speed (V−u)=20(V-u)=20 m/s is unchanged along the vane (no friction). Relative to the vane the jet is turned in the same way, so

F=ρa(V−u)2(1+cos⁡20∘)=1000×2.827×10−3×202×(1+0.9397)=2194 NP=F u=2194×10=21937 W=21.94 kW\begin{aligned} F &= \rho a (V-u)^2 (1+\cos20^\circ)\\ &= 1000\times2.827\times10^{-3}\times 20^2\times(1+0.9397)\\ &= 2194\ \text{N}\\ P &= F\,u = 2194\times10 = 21937\ \text{W} = 21.94\ \text{kW} \end{aligned}

Answer: (a) 4936 N (fixed vane); (b) 2194 N and 21.94 kW (moving vane).

  • Practice · 6 marks

Derive Euler's equation for work done per unit weight in a turbomachine. Draw the velocity triangles for a radial-flow turbine runner.

Answer

Euler's equation is the basic equation of all turbomachines. It follows from the angular momentum principle: the torque on the rotor equals the rate of change of angular momentum of the fluid passing through it.

Velocity triangles

At inlet (1) and outlet (2): VV = absolute velocity, uu = blade (peripheral) velocity, VrV_r = relative velocity, VwV_w = whirl component (along uu), VfV_f = flow component (radial for a radial machine), α\alpha = angle of VV with uu, β\beta = angle of VrV_r with uu (blade angle at inlet is θ\theta, at outlet ϕ\phi).

  Triangle (same form at inlet 1 and outlet 2)

              apex
             /|\
        V   / | \  Vr
           /  |  \
          /   |Vf \
         / a  |  b \
        *-----+-----*------> blade motion
        |<-Vw->|
        |<----- u ----->|

  V  = u + Vr (vector sum),  Vw = V cos a,  Vf = V sin a

Derivation

Let a mass flow m=ρQm=\rho Q pass through the runner per second. Inlet radius r1r_1, outlet radius r2r_2.

Angular momentum per second at inlet: mVw1r1m V_{w1} r_1. At outlet: mVw2r2m V_{w2} r_2.

Torque on the runner:

T=ρQ (Vw1r1−Vw2r2)T = \rho Q\,(V_{w1} r_1 - V_{w2} r_2)

Angular velocity ω=u1/r1=u2/r2\omega = u_1/r_1 = u_2/r_2, so the power given to the runner is

P=Tω=ρQ (Vw1u1−Vw2u2)P = T\omega = \rho Q\,(V_{w1} u_1 - V_{w2} u_2)

Work done per second per unit weight of water (weight flow =ρgQ= \rho g Q) is the Euler head:

He=1g (Vw1u1−Vw2u2)\boxed{H_e = \frac{1}{g}\,(V_{w1} u_1 - V_{w2} u_2)}

Notes

  • If the water leaves without whirl (Vw2=0V_{w2}=0, radial discharge), He=Vw1u1/gH_e = V_{w1}u_1/g.
  • For an axial machine u1=u2=uu_1=u_2=u, so He=u(Vw1−Vw2)/gH_e = u(V_{w1}-V_{w2})/g.
  • Vw2V_{w2} is taken negative if it is opposite to the blade motion.
  • For a pump the sign is reversed: He=(Vw2u2−Vw1u1)/gH_e = (V_{w2}u_2 - V_{w1}u_1)/g.
  • Hydraulic efficiency of a turbine: ηh=He/H\eta_h = H_e/H, where HH is the net head.
  • Practice · 8 marks

A jet of water of 50 mm diameter and velocity 40 m/s strikes a series of curved vanes mounted on a wheel and moving at 15 m/s in the direction of the jet. The jet enters tangentially at the inlet tip of the vanes, and the vane tip angle at outlet is 20 degrees to the direction of motion. Assuming no friction loss, calculate the force on the vanes, the power developed and the efficiency of the wheel.

Answer

Given: d=50d=50 mm, V=V1=40V=V_1=40 m/s, u=15u=15 m/s (same at inlet and outlet), outlet vane angle ϕ=20∘\phi=20^\circ, no friction so Vr2=Vr1V_{r2}=V_{r1}.

Jet area a=π4(0.05)2=1.9635×10−3a=\frac{\pi}{4}(0.05)^2=1.9635\times10^{-3} m². Because the vanes form a series on a wheel, the entire jet flow is used: m=ρaV=78.54m=\rho a V=78.54 kg/s.

Inlet triangle

The jet enters tangentially, so Vw1=V=40V_{w1}=V=40 m/s and Vr1=V−u=25V_{r1}=V-u=25 m/s.

Outlet triangle

 Outlet (vane moves right, water leaves backwards)

   Vr2 = 25 m/s
        \
         \ 20 deg
   <------*-------------> u = 15 m/s
   Vw2 = u - Vr2 cos20  (negative = backwards)

Vr2=Vr1=25V_{r2}=V_{r1}=25 m/s. Component of Vr2V_{r2} opposite to motion: Vr2cos⁡20∘=23.49V_{r2}\cos20^\circ=23.49 m/s.

Vw2=u−Vr2cos⁡ϕ=15−23.49=−8.49 m/sV_{w2} = u - V_{r2}\cos\phi = 15 - 23.49 = -8.49\ \text{m/s}

The negative sign means the exit whirl is opposite to the direction of the vane. The change in whirl velocity is Vw1−Vw2=40+8.49=48.49V_{w1} - V_{w2} = 40 + 8.49 = 48.49 m/s.

Force, power, efficiency

F=ρaV (Vw1−Vw2)=78.54×48.49=3809 NP=Fu=3809×15=57129 W=57.13 kWJet power=12ρaV3=62.83 kWη=Pjet power=57.1362.83=90.9%\begin{aligned} F &= \rho a V\,(V_{w1}-V_{w2}) = 78.54\times48.49 = 3809\ \text{N}\\ P &= F u = 3809\times15 = 57129\ \text{W} = 57.13\ \text{kW}\\ \text{Jet power} &= \tfrac12\rho a V^3 = 62.83\ \text{kW}\\ \eta &= \frac{P}{\text{jet power}} = \frac{57.13}{62.83} = 90.9\% \end{aligned}

Check with the formula η=2u(V−u)(1+cos⁡ϕ)V2=2×15×25×(1+0.9397)1600=90.9%\eta=\dfrac{2u(V-u)(1+\cos\phi)}{V^2}=\dfrac{2\times15\times25\times(1+0.9397)}{1600}=90.9\%, which agrees.

The remaining energy is lost as the kinetic energy of the water leaving the vanes, with V2=Vw22+Vf22=12.05V_2=\sqrt{V_{w2}^2+V_{f2}^2}=12.05 m/s.

Answer: Force =3809=3809 N, power =57.13=57.13 kW, efficiency =90.9%=90.9\%.

Written from the official syllabus. Questions and answers are written for this site; check them against your class notes.

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