fluid_mechanics
68 Chapter 2 ■ Fluid Statics COMMENT An inspection of this result will show that the line of action of the resultant force passes through the center of the conduit. In retrospect, this is not a surprising result since at each point on the curved surface of the conduit the elemental force due to the pressure is normal to the surface, and each line of action must pass through the center of the conduit. It therefore follows that the resultant of this concurrent force system must also pass through the center of concurrence of the elemental forces that make up the system. This same general approach can also be used for determining the force on curved surfaces of pressurized, closed tanks. If these tanks contain a gas, the weight of the gas is usually negligible in comparison with the forces developed by the pressure. Thus, the forces 1such as F 1 and F 2 in Fig. 2.23c2 on horizontal and vertical projections of the curved surface of interest can simply be expressed as the internal pressure times the appropriate projected area. F l u i d s i n t h e N e w s Miniature, exploding pressure vessels Our daily lives are safer because of the effort put forth by engineers to design safe, lightweight pressure vessels such as boilers, propane tanks, and pop bottles. Without proper design, the large hydrostatic pressure forces on the curved surfaces of such containers could cause the vessel to explode with disastrous consequences. On the other hand, the world is a more friendly place because of miniature pressure vessels that are designed to explode under the proper conditions—popcorn kernels. Each grain of popcorn contains a small amount of water within the special, impervious hull (pressure vessel) which, when heated to a proper temperature, turns to steam, causing the kernel to explode and turn itself inside out. Not all popcorn kernels have the proper properties to make them pop well. First, the kernel must be quite close to 13.5% water. With too little moisture, not enough steam will build up to pop the kernel; too much moisture causes the kernel to pop into a dense sphere rather than the light fluffy delicacy expected. Second, to allow the pressure to build up, the kernels must not be cracked or damaged. 2.11 Buoyancy, Flotation, and Stability (Photograph courtesy of Cameron Balloons.) V2.6 Atmospheric buoyancy 2.11.1 Archimedes’ Principle When a stationary body is completely submerged in a fluid 1such as the hot air balloon shown in the figure in the margin2, or floating so that it is only partially submerged, the resultant fluid force acting on the body is called the buoyant force. A net upward vertical force results because pressure increases with depth and the pressure forces acting from below are larger than the pressure forces acting from above. This force can be determined through an approach similar to that used in the previous section for forces on curved surfaces. Consider a body of arbitrary shape, having a volume V, that is immersed in a fluid as illustrated in Fig. 2.24a. We enclose the body in a parallelepiped and draw a free-body diagram of the parallelepiped with the body removed as shown in Fig. 2.24b. Note that the forces F 1 , F 2 , F 3 , and F 4 are simply the forces exerted on the plane surfaces of the parallelepiped 1for simplicity the forces in the x direction are not shown2, w is the weight of the shaded fluid volume 1parallelepiped minus body2, and F B is the force the body is exerting on the fluid. The forces on the vertical surfaces, such as F 3 and F 4 , are all equal and cancel, so the equilibrium equation of interest is in the z direction and can be expressed as F B F 2 F 1 w If the specific weight of the fluid is constant, then F 2 F 1 g1h 2 h 1 2A (2.21) where A is the horizontal area of the upper 1or lower2 surface of the parallelepiped, and Eq. 2.21 can be written as F B g1h 2 h 1 2A g31h 2 h 1 2A V4 Simplifying, we arrive at the desired expression for the buoyant force F B gV (2.22)
2.11 Buoyancy, Flotation, and Stability 69 c h 2 h 1 A B z F B Centroid of displaced volume x y (d) D (a) C Centroid c y 1 F 1 A y 2 y c B F B F 3 F 4 FB D C (c) F 2 (b) F I G U R E 2.24 Buoyant force on submerged and floating bodies. V2.7 Cartesian Diver Archimedes’ principle states that the buoyant force has a magnitude equal to the weight of the fluid displaced by the body and is directed vertically upward. where g is the specific weight of the fluid and V is the volume of the body. The direction of the buoyant force, which is the force of the fluid on the body, is opposite to that shown on the freebody diagram. Therefore, the buoyant force has a magnitude equal to the weight of the fluid displaced by the body and is directed vertically upward. This result is commonly referred to as Archimedes’ principle in honor of Archimedes 1287–212 B.C.2, a Greek mechanician and mathematician who first enunciated the basic ideas associated with hydrostatics. The location of the line of action of the buoyant force can be determined by summing moments of the forces shown on the free-body diagram in Fig. 2.24b with respect to some convenient axis. For example, summing moments about an axis perpendicular to the paper through point D we have and on substitution for the various forces F B y c F 2 y 1 F 1 y 1 wy 2 Vy c V T y 1 1V T V2 y 2 (2.23) where V T is the total volume 1h 2 h 1 2A. The right-hand side of Eq. 2.23 is the first moment of the displaced volume V with respect to the x–z plane so that y c is equal to the y coordinate of the centroid of the volume V. In a similar fashion it can be shown that the x coordinate of the buoyant force coincides with the x coordinate of the centroid. Thus, we conclude that the buoyant force passes through the centroid of the displaced volume as shown in Fig. 2.24c. The point through which the buoyant force acts is called the center of buoyancy. F l u i d s i n t h e N e w s Concrete canoes A solid block of concrete thrown into a pond or lake will obviously sink. But, if the concrete is formed into the shape of a canoe it can be made to float. Of course the reason the canoe floats is the development of the buoyant force due to the displaced volume of water. With the proper design, this vertical force can be made to balance the weight of the canoe plus passengers—the canoe floats. Each year since 1988 there is a National Concrete Canoe Competition for university teams. It’s jointly sponsored by the American Society of Civil Engineers and Master Builders Inc. The canoes must be 90% concrete and are typically designed with the aid of a computer by civil engineering students. Final scoring depends on four components: a design report, an oral presentation, the final product, and racing. For the 2007 competition the University of Wisconsin’s team won for its fifth consecutive national championship with a 179-lb, 19.11-ft canoe. (See Problem 2.107.)
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2.11 Buoyancy, Flotation, and Stability 69<br />
c<br />
h 2<br />
h 1<br />
A<br />
B<br />
z<br />
F B<br />
Centroid<br />
of displaced<br />
volume<br />
x<br />
y<br />
(d)<br />
D<br />
(a)<br />
C<br />
Centroid<br />
c<br />
y 1<br />
F 1<br />
A<br />
y 2<br />
<br />
y c<br />
B<br />
F B<br />
F 3<br />
F 4<br />
FB<br />
D<br />
C<br />
(c)<br />
F 2<br />
(b)<br />
F I G U R E 2.24<br />
Buoyant force on submerged and floating bodies.<br />
V2.7 Cartesian<br />
Diver<br />
Archimedes’ principle<br />
states that the<br />
buoyant force has a<br />
magnitude equal to<br />
the weight of the<br />
<strong>fluid</strong> displaced by<br />
the body and is<br />
directed vertically<br />
upward.<br />
where g is the specific weight of the <strong>fluid</strong> and V is the volume of the body. The direction of the<br />
buoyant force, which is the force of the <strong>fluid</strong> on the body, is opposite to that shown on the freebody<br />
diagram. Therefore, the buoyant force has a magnitude equal to the weight of the <strong>fluid</strong> displaced<br />
by the body and is directed vertically upward. This result is commonly referred to as<br />
Archimedes’ principle in honor of Archimedes 1287–212 B.C.2, a Greek mechanician and mathematician<br />
who first enunciated the basic ideas associated with hydrostatics.<br />
The location of the line of action of the buoyant force can be determined by summing moments<br />
of the forces shown on the free-body diagram in Fig. 2.24b with respect to some convenient axis. For<br />
example, summing moments about an axis perpendicular to the paper through point D we have<br />
and on substitution for the various forces<br />
F B y c F 2 y 1 F 1 y 1 wy 2<br />
Vy c V T y 1 1V T V2 y 2<br />
(2.23)<br />
where V T is the total volume 1h 2 h 1 2A. The right-hand side of Eq. 2.23 is the first<br />
moment of the displaced volume V with respect to the x–z plane so that y c is equal to the y coordinate<br />
of the centroid of the volume V. In a similar fashion it can be shown that the x coordinate<br />
of the buoyant force coincides with the x coordinate of the centroid. Thus, we conclude that<br />
the buoyant force passes through the centroid of the displaced volume as shown in Fig. 2.24c.<br />
The point through which the buoyant force acts is called the center of buoyancy.<br />
F l u i d s i n t h e N e w s<br />
Concrete canoes A solid block of concrete thrown into a pond or<br />
lake will obviously sink. But, if the concrete is formed into the<br />
shape of a canoe it can be made to float. Of course the reason the<br />
canoe floats is the development of the buoyant force due to the<br />
displaced volume of water. With the proper design, this vertical<br />
force can be made to balance the weight of the canoe plus passengers—the<br />
canoe floats. Each year since 1988 there is a National<br />
Concrete Canoe Competition for university teams. It’s jointly<br />
sponsored by the American Society of Civil Engineers and Master<br />
Builders Inc. The canoes must be 90% concrete and are typically<br />
designed with the aid of a computer by civil engineering students.<br />
Final scoring depends on four components: a design report, an<br />
oral presentation, the final product, and racing. For the 2007 competition<br />
the University of Wisconsin’s team won for its fifth consecutive<br />
national championship with a 179-lb, 19.11-ft canoe.<br />
(See Problem 2.107.)