fluid_mechanics
528 Chapter 9 ■ Flow over Immersed Bodies 9.49 For small Reynolds number flows the drag coefficient of an object is given by a constant divided by the Reynolds number 1see Table 9.42. Thus, as the Reynolds number tends to zero, the drag coefficient becomes infinitely large. Does this mean that for small velocities 1hence, small Reynolds numbers2 the drag is very large? Explain. 9.50 A rectangular car-top carrier of 1.6-ft height, 5.0-ft length (front to back), and 4.2-ft width is attached to the top of a car. Estimate the additional power required to drive the car with the carrier at 60 mph through still air compared with the power required to driving only the car at 60 mph. 9.51 As shown in Video V9.2 and Fig. P9.51a, a kayak is a relatively streamlined object. As a first approximation in calculating the drag on a kayak, assume that the kayak acts as if it were a smooth, flat plate 17 ft long and 2 ft wide. Determine the drag as a function of speed and compare your results with the measured values given in Fig. P9.51b. Comment on reasons why the two sets of values may differ. the object shown in Fig. P9.55 should be less when the wind blows from right to left than when it blows from left to right. Experiments show that the opposite is true. Explain. U? U? F I G U R E P9.55 *9.56 The device shown in Fig. P9.56 is to be designed to measure the wall shear stress as air flows over the smooth surface with an upstream velocity U. It is proposed that t w can be obtained by measuring the bending moment, M, at the base [point (1)] of the support that holds the small surface element which is free from contact with the surrounding surface. Plot a graph of M as a function of U for 5 U 50 ms, with 2, 3, 4, and 5 m. U 5 mm Square 10 mm (a) 8 F I G U R E P9.56 (1) Measured drag , lb 6 4 2 0 F I G U R E P9.51 2 4 6 8 Kayak speed U, ft/s (b) 9.52 A 38.1-mm-diameter, 0.0245-N table tennis ball is released from the bottom of a swimming pool. With what velocity does it rise to the surface? Assume it has reached its terminal velocity. 9.53 To reduce aerodynamic drag on a bicycle, it is proposed that the cross-sectional shape of the handlebar tubes be made “teardrop” shape rather than circular. Make a rough estimate of the reduction in aerodynamic drag for a bike with this type of handlebars compared with the standard handlebars. List all assumptions. 9.54 A hot air balloon roughly spherical in shape has a volume of 70,000 ft 3 and a weight of 500 lb (including passengers, basket, ballon fabric, etc.). If the outside air temperature is 80 ºF and the temperature within the balloon is 165 ºF, estimate the rate at which it will rise under steady state conditions if the atmospheric pressure is 14.7 psi. 9.55 It is often assumed that “sharp objects can cut through the air better than blunt ones.” Based on this assumption, the drag on 9.57 A 12-mm-diameter cable is strung between a series of poles that are 50 m apart. Determine the horizontal force this cable puts on each pole if the wind velocity is 30 m/s. 9.58 How fast do small water droplets of 0.06 mm 16 10 8 m2 diameter fall through the air under standard sea-level conditions? Assume the drops do not evaporate. Repeat the problem for standard conditions at 5000-m altitude. 9.59 A strong wind can blow a golf ball off the tee by pivoting it about point 1 as shown in Fig. P9.59. Determine the wind speed necessary to do this. U (1) 0.20 in. F I G U R E P9.59 Radius = 0.845 in. Weight = 0.0992 lb 9.60 A 22 in. by 34 in. speed limit sign is supported on a 3-in. wide, 5-ft-long pole. Estimate the bending moment in the pole at ground level when a 30-mph wind blows against the sign. (See Video V9.9.) List any assumptions used in your calculations. 9.61 Determine the moment needed at the base of 20-m-tall, 0.12- m-diameter flag pole to keep it in place in a 20 ms wind. 9.62 Repeat Problem 9.61 if a 2-m by 2.5-m flag is attached to the top of the pole. See Fig. 9.30 for drag coefficient data for flags.
Problems 529 †9.63 During a flash flood, water rushes over a road as shown in Fig. P9.63 with a speed of 12 mph. Estimate the maximum water depth, h, that would allow a car to pass without being swept away. List all assumptions and show all calculations. b = width = 10 ft Schuetz 2009 12 ft U = 12 mph h (a) C D = 0.70 F I G U R E P9.63 Schuetz 2009 9.64 How much more power is required to pedal a bicycle at 15 mph into a 20-mph head-wind than at 15 mph through still air? Assume a frontal area of 3.9 ft 2 (b) C and a drag coefficient of D = 0.96 C D 0.88. F I G U R E P9.68 †9.65 Estimate the wind velocity necessary to knock over a 9.69 As shown in Video V9.7 and Fig. P9.69, a vertical wind tunnel 10-lb garbage can that is 3 ft tall and 2 ft in diameter. List your can be used for skydiving practice. Estimate the vertical wind speed assumptions. needed if a 150-lb person is to be able to “float” motionless when 9.66 On a day without any wind, your car consumes x gallons of the person (a) curls up as in a crouching position or (b) lies flat. See gasoline when you drive at a constant speed, U, from point A to Fig. 9.30 for appropriate drag coefficient data. point B and back to point A. Assume that you repeat the journey, driving at the same speed, on another day when there is a steady wind blowing from B to A. Would you expect your fuel consumption to be less than, equal to, or greater than x gallons for this windy round-trip? Support your answer with appropriate analysis. 9.67 The structure shown in Fig. P9.67 consists of three cylindrical support posts to which an elliptical flat-plate sign is attached. Estimate the drag on the structure when a 50-mph wind blows against it. U 0.6 ft 16 ft WADE’S BARGIN BURGERS 5 ft 15 ft F I G U R E P9.69 *9.70 The helium-filled balloon shown in Fig. P9.70 is to be used as a wind speed indicator. The specific weight of the helium is g 0.011 lbft 3 , the weight of the balloon material is 0.20 lb, and the weight of the anchoring cable is negligible. Plot a graph of u as a function of U for 1 U 50 mph. Would this be an effective device over the range of U indicated? Explain. 0.8 ft 15 ft U 2-ft diameter 1 ft 15 ft F I G U R E P9.67 9.68 As shown in Video V9.13 and Fig. P9.68, the aerodynamic drag on a truck can be reduced by the use of appropriate air deflectors. A reduction in drag coefficient from C D 0.96 to C D 0.70 corresponds to a reduction of how many horsepower needed at a highway speed of 65 mph? F I G U R E P9.70 θ 9.71 A 0.30-m-diameter cork ball ( SG 0.21) is tied to an object on the bottom of a river as is shown in Fig. P9.71. Estimate the
- Page 502 and 503: 478 Chapter 9 ■ Flow over Immerse
- Page 504 and 505: 480 Chapter 9 ■ Flow over Immerse
- Page 506 and 507: 482 Chapter 9 ■ Flow over Immerse
- Page 508 and 509: 484 Chapter 9 ■ Flow over Immerse
- Page 510 and 511: 486 Chapter 9 ■ Flow over Immerse
- Page 512 and 513: 488 Chapter 9 ■ Flow over Immerse
- Page 514 and 515: 490 Chapter 9 ■ Flow over Immerse
- Page 516 and 517: 492 Chapter 9 ■ Flow over Immerse
- Page 518 and 519: 494 Chapter 9 ■ Flow over Immerse
- Page 520 and 521: 496 Chapter 9 ■ Flow over Immerse
- Page 522 and 523: 498 Chapter 9 ■ Flow over Immerse
- Page 524 and 525: 500 Chapter 9 ■ Flow over Immerse
- Page 526 and 527: 502 Chapter 9 ■ Flow over Immerse
- Page 528 and 529: 504 Chapter 9 ■ Flow over Immerse
- Page 530 and 531: 506 Chapter 9 ■ Flow over Immerse
- Page 532 and 533: 508 Chapter 9 ■ Flow over Immerse
- Page 534 and 535: 510 Chapter 9 ■ Flow over Immerse
- Page 536 and 537: 512 Chapter 9 ■ Flow over Immerse
- Page 538 and 539: 514 Chapter 9 ■ Flow over Immerse
- Page 540 and 541: 516 Chapter 9 ■ Flow over Immerse
- Page 542 and 543: 518 Chapter 9 ■ Flow over Immerse
- Page 544 and 545: 520 Chapter 9 ■ Flow over Immerse
- Page 546 and 547: 522 Chapter 9 ■ Flow over Immerse
- Page 548 and 549: 524 Chapter 9 ■ Flow over Immerse
- Page 550 and 551: 526 Chapter 9 ■ Flow over Immerse
- Page 554 and 555: ∋ 530 Chapter 9 ■ Flow over Imm
- Page 556 and 557: 532 Chapter 9 ■ Flow over Immerse
- Page 558 and 559: 10 Open-Channel Flow CHAPTER OPENIN
- Page 560 and 561: 536 Chapter 10 ■ Open-Channel Flo
- Page 562 and 563: 538 Chapter 10 ■ Open-Channel Flo
- Page 564 and 565: 540 Chapter 10 ■ Open-Channel Flo
- Page 566 and 567: 542 Chapter 10 ■ Open-Channel Flo
- Page 568 and 569: 544 Chapter 10 ■ Open-Channel Flo
- Page 570 and 571: 546 Chapter 10 ■ Open-Channel Flo
- Page 572 and 573: 548 Chapter 10 ■ Open-Channel Flo
- Page 574 and 575: 550 Chapter 10 ■ Open-Channel Flo
- Page 576 and 577: 552 Chapter 10 ■ Open-Channel Flo
- Page 578 and 579: 554 Chapter 10 ■ Open-Channel Flo
- Page 580 and 581: 556 Chapter 10 ■ Open-Channel Flo
- Page 582 and 583: 558 Chapter 10 ■ Open-Channel Flo
- Page 584 and 585: 560 Chapter 10 ■ Open-Channel Flo
- Page 586 and 587: 562 Chapter 10 ■ Open-Channel Flo
- Page 588 and 589: 564 Chapter 10 ■ Open-Channel Flo
- Page 590 and 591: 566 Chapter 10 ■ Open-Channel Flo
- Page 592 and 593: 568 Chapter 10 ■ Open-Channel Flo
- Page 594 and 595: 570 Chapter 10 ■ Open-Channel Flo
- Page 596 and 597: 572 Chapter 10 ■ Open-Channel Flo
- Page 598 and 599: 574 Chapter 10 ■ Open-Channel Flo
- Page 600 and 601: 576 Chapter 10 ■ Open-Channel Flo
Problems 529<br />
†9.63 During a flash flood, water rushes over a road as shown in<br />
Fig. P9.63 with a speed of 12 mph. Estimate the maximum water<br />
depth, h, that would allow a car to pass without being swept away.<br />
List all assumptions and show all calculations.<br />
b = width = 10 ft<br />
Schuetz<br />
2009<br />
12 ft<br />
U = 12 mph<br />
h<br />
(a) C D = 0.70<br />
F I G U R E P9.63<br />
Schuetz<br />
2009<br />
9.64 How much more power is required to pedal a bicycle at<br />
15 mph into a 20-mph head-wind than at 15 mph through still air?<br />
Assume a frontal area of 3.9 ft 2 (b) C<br />
and a drag coefficient of<br />
D = 0.96<br />
C D 0.88.<br />
F I G U R E P9.68<br />
†9.65 Estimate the wind velocity necessary to knock over a<br />
9.69 As shown in Video V9.7 and Fig. P9.69, a vertical wind tunnel<br />
10-lb garbage can that is 3 ft tall and 2 ft in diameter. List your<br />
can be used for skydiving practice. Estimate the vertical wind speed<br />
assumptions.<br />
needed if a 150-lb person is to be able to “float” motionless when<br />
9.66 On a day without any wind, your car consumes x gallons of the person (a) curls up as in a crouching position or (b) lies flat. See<br />
gasoline when you drive at a constant speed, U, from point A to Fig. 9.30 for appropriate drag coefficient data.<br />
point B and back to point A. Assume that you repeat the journey,<br />
driving at the same speed, on another day when there is a steady<br />
wind blowing from B to A. Would you expect your fuel<br />
consumption to be less than, equal to, or greater than x gallons for<br />
this windy round-trip? Support your answer with appropriate<br />
analysis.<br />
9.67 The structure shown in Fig. P9.67 consists of three<br />
cylindrical support posts to which an elliptical flat-plate sign is<br />
attached. Estimate the drag on the structure when a 50-mph wind<br />
blows against it.<br />
U<br />
0.6 ft<br />
16 ft<br />
WADE’S<br />
BARGIN<br />
BURGERS<br />
5 ft<br />
15 ft<br />
F I G U R E P9.69<br />
*9.70 The helium-filled balloon shown in Fig. P9.70 is to be used<br />
as a wind speed indicator. The specific weight of the helium is<br />
g 0.011 lbft 3 , the weight of the balloon material is 0.20 lb, and<br />
the weight of the anchoring cable is negligible. Plot a graph of u as<br />
a function of U for 1 U 50 mph. Would this be an effective<br />
device over the range of U indicated? Explain.<br />
0.8 ft<br />
15 ft<br />
U<br />
2-ft diameter<br />
1 ft 15 ft<br />
F I G U R E P9.67<br />
9.68 As shown in Video V9.13 and Fig. P9.68, the aerodynamic<br />
drag on a truck can be reduced by the use of appropriate air<br />
deflectors. A reduction in drag coefficient from C D 0.96 to<br />
C D 0.70 corresponds to a reduction of how many horsepower<br />
needed at a highway speed of 65 mph?<br />
F I G U R E P9.70<br />
θ<br />
9.71 A 0.30-m-diameter cork ball ( SG 0.21) is tied to an object<br />
on the bottom of a river as is shown in Fig. P9.71. Estimate the