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Published byEverett Norton Modified over 9 years ago
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A model of a river boat is to be tested at 1:13.5 scale. The boat is designed to travel at 9mph in fresh water at 10 o C. (1)Estimate the distance from the bow on the full-scale ship where transition occurs. (2) Where should transition be stimulated on model? What equations are relevant to this problem? What approach should we take?
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A model of a river boat is to be tested at 1:13.5 scale. The boat is designed to travel at 9mph in fresh water at 10 o C. Estimate the distance from the bow where transition occurs. Where should transition be stimulated on model? Things we know: Re = UL/ Re L transitions ~ 5 x 10 5 (experimentally determined for flat plate and dP/dx = 0) Want same fraction of L to be turbulent for both cases: [x tr /L]model = [x tr /L]boat so ration of x tr = ratio of boat lengths = 13.5
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?
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Three unknowns, A, B, and C- will need three boundary conditions. What are they?
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( */ = 0.344)
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0.344
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y / u / U Sinusoidal, parabolic, cubic look similar to Blasius solution.
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u/U e = 2(y/ ) – (y/ ) 2 u/U max = (y/ ) 1/7
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R
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R (interesting) u = (-R 2 /4 )(dp/dx)(1-[r/R]) 2 eq. 8.12 wall = (R/2)(dp/dx) U max = (-R 2 /4 )(dp/dx) du/dr = -2U max /R du/dy = 2U max /R
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* *
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1 m U = 2.7 m/s cd
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(5) Two-Dimensional (6) Incompressible assumed assumptions
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cd u(x,y)/U = y/ = (y) 1 0
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cd
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F Drag cd
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d c
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U 1 = U o = 80 ft/sec 1 = 0.8 in. U 2 = ? P 2 – P 1 = ? 2 = 1.2 in.
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Continuity U 1 A 1eff = U 2 A 2eff A 1eff = (h -2 * 1 ) (h -2 * 1 ) A 2eff = (h -2 * 2 ) (h -2 * 2 ) *1*1 *1*1 * = 0.8 in *1*1 u/U = y/ =
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Continuity U 1 A 1eff = U 2 A 2eff A 1eff = (h -2 * 1 ) (h -2 * 1 ) A 2eff = (h -2 * 2 ) (h -2 * 2 ) *2*2 *2*2 * 2 = 1.2 in *2*2
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First a bit of mathematic legerdemain before attempting Ex. 9.3 ~ = ?
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L = 1.8 m U = 3.2 m/s = ?; * = ?; w = ? b = 0.9m Laminar and assume u/U = sin( /2); = y/ */ = 1 o (1-u/U) d / = 1 o u/U(1-u/U) d w = U 2 d /dx = u/ y 0
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w = u/ y 0 = (U/ ) d(u/U)/d(y/ ) 0 w = (U/ ) dsin( /2) /d 0 w = (U/ )( /2) cos( /2) 0 w = (U/ )( /2) = U/(2 ) u/U = sin( /2); = y/
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*/ = 1 o (1-u/U) d u/U = sin( /2); = y/ */ = 1 o (1 – sin( /2) )d */ = + (2/ )cos ( /2) from 1 to 0 */ = 1 - 2/ = 0.363 * = 0.363
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/ = 1 o u/U(1-u/U) d = 0.137
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Finding */ = 1 o (1-u/U) d / = 1 o u/U(1-u/U) d w = U 2 d /dx
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w = u/ y 0
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….. u/U = sin( /2); = y/
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F drag = 0 L w bdx = 0 L U 2 (d /dx)bdx = 0 L U 2 bd = U 2 b 0 L F drag = U 2 b L (whew!)
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Calculating drag on a flat plate, zero pressure gradient – turbulent flow * * u/ y blows up at y = 0 Can’t use wall = du/dy y=0 *
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Turbulent Flow Tripped at leading edge so turbulent flow everywhere on plate = 0.424 Re x -1/5 x
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w = 0.0243 U 2 ( /(U )) 1/4 w = 0.0243 U 2 ( /(U 0.424 Re x -1/5 x )) 1/4 = 0.424 Re x -1/5 x w = 0.0301 U 2 Re x -1/5
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u/U = (y / ) 1/6 u/U = (y / ) 1/7 u/U = (y / ) 1/8 u/U y/ Re increases, n increases, wall shear stress increases, boundary layer increases, viscous sublayer decrease
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LAMINAR BOUNDARY LAYER AT SEPARATION Given: u/U = a + b + c 2 + d 3 What are boundary conditions?
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Given: u/U = a + b + c 2 + d 3 = y/ = 0; u = 0; a = 0 = 0; u/ y = 0; b = 0 = ; u =U; 1 = c + d = ; u/ y = 0; 2c + 3d = 0 2(1-d) + 3d = 2 + d = 0 so d = -2 and c = 3 Separating u/ y = 0 u/U = 3 2 -2 3
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dp/dx = 0 Separating Flow u/U = 3 2 -2 3 dp/dx > 0
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U
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If Re transition occurs at 500,000 evaluate Re L, x tr, and power to overcome skin friction drag on fin
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Re L = UL/ = 1.54 x 10 7 Calculating transition location, x: Assume x tr occurs at 500,000 Re x = Ux/ = 500,000 Re x /Re L = x tr /L = 500,000 / 1.54 x 10 7 x tr = 0.0325 L = 0.0325 x 1.65 = 0.0536 m
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FLAT PLATE dp/dx = 0 LAMINAR: From Theory C D = 1.33 / Re L 1/2 Eq. 9.33 TURBULENT: From Experiment 5x10 5 < Re L <10 7 x transition = 0 C D = 0.0742/Re L 1/5 Re L <10 9 x transition = 0 C D = 0.455/(logRe L ) 2.58
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For Re transition of 500,000 and 5x10 5 < Re L < 10 9 C D = 0.455/(log Re L ) 2.58 – 1610/Re L (Eq. 9.37b) C D = 0.00281 – 0.000105 = 0.0027 ~ 4% less F D = C D 2LH(1/2) U 2 = 91.6 N 2 sides so 2 x Area
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Smooth flat plate, dp/dx = 0; flow parallel to plate C D ~ 0.0028
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Re h = Uh/, don’t know U Assume: turbulent flow, transition at leading edge, doesn’t flutter, 5 x 10 5 < Re L < 10 7 Then C D = 0.0742/Re L 1/5 Plastic plate falling in water, find terminal velocity - Sum of forces = 0 Drag Force = f (U) DRAG BOUYANCY WEIGHT + z - z
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Net Force = 0 = F B + F D - W F B – W = ( plastic - water ) g (hLt) F D = C D ½ U 2 A = [0.0742/Re L 1/5 ] ½ water U 2 A Re h = Uh/ Solving for U get 11.0 ft /sec Check Re number: 1.86 x 10 6 5 x 10 5 < Re L < 10 7
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mg = 120 kg U = 6 m/s F D = C D ½ U 2 A Sum of forces = 0, pick A so U = 6 m/s
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mg = 120 kg U = 6 m/s F D = C D ½ U 2 A Sum of forces = 0, pick A so U = 6 m/s C D = 1.42 for open hemisphere F D = C D ½ U 2 A = W = mg A = d 2 /4 d 2 = [mg]/[C D U 2 /8] d = [(8/ )(120kg)(9.8 m/s 2 ) (1/1.42)(1/1.23 kg/m 3 )(1/6m/s) 2 d = 6.9 m
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F D = C D ½ U 2 A F D = ma = m(dU/dt) = m(dU/dx)(dx/dt) C D ½ U 2 A = m (dU/dx) U
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dU/U = C D A dx /(2m) Integrating from x=0 to x= x gives: ln U f – lnU i = C D A x /(2m) C D = 2m ln {U f/ U i } /[ A x] C D = 0.299
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Find POWER = F U for this condition And then see if that is enough to win bet.
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air
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8.33 m/s 2.78 m/s
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F D = C D ½ U 2 A A = 23.4 ft 2 C D = 0.5 F R = 0.015 x 4500 lbf F D = F R to find U where aerodynamic force = frictional force Total Power = F D U + F R U
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F D [ C D ½ U 2 A] = F R [.015xW] (0.5)½ 0.00238slug/ft 3 U 2 (23.4ft 2 ) = 0.015 x 4500 lbf U 2 = 67.5/0.0139 U = 69.7 ft/s = 47.5 mph Where does aerodynamic force = frictional force ?
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Average of 44 sport cars is 0 43, not much better than the 0.47 of ’37 the Lincoln Zephyr
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(245 km/hr)
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