CTC 450 Energy Equation.

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Presentation transcript:

CTC 450 Energy Equation

Review Bernoulli’s Equation EGL/HGL graphs Kinetic Energy-velocity head Pressure energy-pressure head Potential Energy EGL/HGL graphs Energy grade line Hydraulic grade line

Objectives Know how to apply the energy equation Know how to incorporate head losses, turbines, and pumps into EGL/HGL graphs

Energy Equation Incorporates energy supplied by a pump, energy lost to a turbine, and energy lost due to friction and other head losses (bends, valves, contractions, entrances, exits, etc)

Energy Equation PE+Pressure+KE+Pump Energy= PE+Pressure+KE+Turbine Losses+Head Losses

Energy/Work/Power Work = force*distance (in same direction) Power = work/time Power=pressure head*specific weight*Q Watt=Joule/second=1 N-m/sec 1 HP=550 ft-lb/sec 1 HP=746 Watts

Energy Equation-Pump Example A pipe is 50-cm in diameter and carries water at a rate of 0.5 cms. Before a pump, the elevation of the pipe is 30 meters in elevation and the pressure is 70 kPa. After the pump, the pipe is 40 meters and 350 kPa. Assume the head loss is 3 meters. What power in kilowatts and horsepower must be supplied to the flow by the pump?

Energy Equation-Pump Example Calculate velocities before and after pump: Before & after pump velocity=2.55 m/sec If velocities are the same then what????

Energy Equation-Pump Example Before pump: Pressure=70 kPa Potential energy=30m Power supplied by pump=? After pump: Pressure=350 kPA Potential energy=40 m Head loss=3m

Energy Equation-Pump Example Solve for energy supplied by pump: 41.5 meters 28.5 m (increase pressure from 70-350 kPa) 10 m (increase in elev of 10m after pump) 3 m (overcome friction loss) What power in kilowatts and horsepower must be supplied to the flow by the pump?

Energy Equation-Pump Example What power in kilowatts and horsepower must be supplied to the flow by the pump? Power=head*specific weight*Q Power=206 kilowatts Power=276 horsepower

Hints for drawing EGL/HGL graphs EGL=HGL+Velocity Head Friction in pipe: EGL/HGL lines slope downwards in direction of flow A pump supplies energy; abrupt rise in EGL/HGL A turbine decreases energy; abrupt drop in EGL/HGL When pressure=0, the HGL=EGL=water surface elevation Steady, uniform flow: EGL/HGL are parallel to each other Velocity changes when the pipe dia. Changes If HGL<pipe elev., then pressure head is negative (vacuum-cavitation)

Transition Example Flow in a pipe goes through a transition (contraction). Q=0.707 cms D1=30 cm D2=20 cm Head loss due to contraction = 2.6 m P1=250 kPa P2=? (Answer=22 kPA)

Reservoir Example A pump draws water from a reservoir, where the WSE=520 ft, and forces the water through a pipe 5,000 feet long and 1 foot in diameter. The pipe then discharges the water into a reservoir with WSE=620 ft. The flow rate is 7.85 cfs and the head loss is 77.6 feet. Determine the head supplied by the pump and the power supplied to the flow.

Reservoir Example Answers Head supplied by the pump is 177.6 ft (100’ to raise water to an increased elevation and 77.6’ to overcome friction loss in the pipe) Power supplied by the pump=158 hp

Next Lecture Head loss due to friction Other head losses