Elementary Mechanics of Fluids

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Presentation transcript:

Elementary Mechanics of Fluids CE 319 F Daene McKinney Elementary Mechanics of Fluids Bernoulli Equation

Euler Equation Fluid element accelerating in l direction & acted on by pressure and weight forces only (no friction) Newton’s 2nd Law

Ex (5.1) Given: Steady flow. Liquid is decelerating at a rate of 0.3g. Find: Pressure gradient in flow direction in terms of specific weight. Flow 30o l

EX (5.3) Given: g = 10 kN/m3, pB-pA=12 kPa. vertical Given: g = 10 kN/m3, pB-pA=12 kPa. Find: Direction of fluid acceleration.

HW (5.7) Ex (5.6) What pressure is needed to accelerate water in a horizontal pipe at a rate of 6 m/s2?

dV/dx = (80-30) ft/s /1 ft = 50 ft/s/ft Ex (5.10) V1/2=(80+30)/2 ft/s = 55 ft/s Given: Steady flow. Velocity varies linearly with distance through the nozzle. Find: Pressure gradient ½-way through the nozzle dV/dx = (80-30) ft/s /1 ft = 50 ft/s/ft

HW (5.11)

Bernoulli Equation Consider steady flow along streamline s is along streamline, and t is tangent to streamline

Ex (5.47) Point 1 Given: Velocity in outlet pipe from reservoir is 6 m/s and h = 15 m. Find: Pressure at A. Solution: Bernoulli equation Point A

Example Point 1 Given: D=30 in, d=1 in, h=4 ft Find: VA Point A Point 1 Given: D=30 in, d=1 in, h=4 ft Find: VA Solution: Bernoulli equation

Example – Venturi Tube Given: Water 20oC, V1=2 m/s, p1=50 kPa, D=6 cm, d=3 cm Find: p2 and p3 Solution: Continuity Eq. Bernoulli Eq. D d 1 2 3 Nozzle: velocity increases, pressure decreases Diffuser: velocity decreases, pressure increases Similarly for 2  3, or 1  3 Pressure drop is fully recovered, since we assumed no frictional losses Knowing the pressure drop 1  2 and d/D, we can calculate the velocity and flow rate

Air conditioning (~ 60 oF) Ex (5.48) Given: Velocity in circular duct = 100 ft/s, air density = 0.075 lbm/ft3. Find: Pressure change between circular and square section. Solution: Continuity equation Bernoulli equation Air conditioning (~ 60 oF)

Ex (5.49) Given: r = 0.0644 lbm/ft3 V1= 100 ft/s, and A2/A1=0.5, gm=120 lbf/ft3 Find: Dh Solution: Continuity equation Bernoulli equation Heating (~ 170 oF) Manometer equation

HW (5.51)

Stagnation Tube

Stagnation Tube in a Pipe Flow Pipe 1 2

Pitot Tube

Pitot Tube Application (p.170) 2 V y l z1-z2

HW (5.69)

HW (5.75)

HW (5.84)

HW (5.93)