Chapter 9: Hydraulic turbines ENEE 575 /ENEN 619 Lecture 2: Fundamentals of Hydro Turbines https://www.hydropower. org/publications/2021hydropower-status-report Possible control volume fig_02_01 Suggested control volume Simplified centrifugal pump for Tutorial Assignment Q 2. Ht V −V PA − PB = Z A − ZB + + − losses A→ B 2g g 2 A PE change 2 B KE change Pressure change Ht is the “head” available to the turbine Losses due to friction in the pipes, valves, bends etc Ht V −V PA − PB = Z A − ZB + + − losses A→ B 2g g 2 A 2 B Apply equation between A and B as shown: VA = VB = 0 and PA = PB = 0 (gauge pressure). Also assume all losses are due to friction in the pipe losses A→ B V2 L = f 2g D for a single pipe V is average velocity in pipe f is the friction factor L is length of pipe D is pipe diameter Use the relation between V and Q: 2 8Q 2 L 8 Q fL = Z A − ZB − f = Z A − ZB − 2 4 2 5 g D g D D Ht Ht = H (1 − F ) where H = Z A − ZB F is the losses as a fraction There are many expressions for f. One of the best for fully developed turbulent pipe flow is f = 0.3086 log10 / (3.7 D) 1.11 2 is the roughness length measuring the roughness of the inside of the pipe Example Q = 0.25 m3/s. Turbine h = 0.85 f = 0.3086 log10 0.046 / (3.7 300) = 0.0130 1.11 2 2 Ht 8Q f L = H− g 2 D 5 8 0.252 0.0130 350 = 915 − 892 − 2 5 9.81 0.3 = 13.3m Max. potential energy change through turbine = gHt Mass flow rate through turbine = Q Power, W&is given by W& = h g QH Q is the volume flow rate h is the efficiency t = 0.85 9.81 10 0.25 13.3 3 = 27.72 kW YoosefDoost, A., & Lubitz, W. D. (2020).. Sustainability,1 2(18), 7352. The turbines on this chart are all “head-driven” hydroturbines relying on an elevation difference to provide the potential energy to be converted into power. The second class of hydroturbines are “run-of-the-river” turbines convertingthe kinetic energy of the water. These turbines are similar to wind turbines. Pelton Wheel Schematic R is the radius assumed constant – the direction of R is into the page Direction of rotation U = WR W is the angular velocity R is the radius assumed constant V1 is the exit velocity of the jet which is labelled Vj on the previous slide Torque = (mass flow rate) × radius × (tangential velocity entering CV – tangential velocity leaving CV) T ( ) & V j − WR (1 − cos 2 ) = mR Thus the power, W, is given by ( ) W& = m&WR V j − WR (1 − cos 2 ) Maximum power, W, occurs when dW/dW = 0, i.e. when W = Vj W&max ( 2R ) So the maximum power is 2 2 & & = mV j (1 − cos 2 ) / 4 mV j / 2 So the wheel converts most of the jet’s KE into power ( T = mR V j − V2 V2 = 2W R − V j ) V2 is the velocity of the water exiting the stationary control volume Idealized blade Vj 2 = 180 V j − WR WR − V j = 0.046 mm 0 = losses A→ B VA2 − VB2 PA − PB H+ + − losses A→ B 2g V2 = 2g f L D +C+ K C is the “minor pipe losses” = 1500 in this case K is the remaining minor losses in bends etc = 5.25 in this case If the generator efficiency = 0.85, find the maximum power output and the r.p.m. of the wheel for that power. VA = 0 and PA = PB We want an equation for VB = Vj in the Pelton wheel example 8Q 2 8Q 2 0 = H− − 2 4 g DB g 2 D 4 f L D +C + K which gives the volume flow rate Q. f = 0.3086 log10 / (3.7 D) 0.3086 1.11 = 2 log10 0.046 / (3.7 1000) = 0.0104 1.11 2 Q = DB2 gH L DB4 8 f + C + K 4 + 1 D D = 0.182 9.81 670 8 0.0104 ( 6000 + 1500 ) + 5.25 0.184 + 1 = 2.80 m 3 /s Thus Vj = 2.80×4/(×0.182) = 109.9 m/s W&max = 0.5×103×2.80×109.92 = 16.92 MW W = 109.9/(2×1.5) = 36.65 rad/s = 350 r.p.m.