(448997986) problemas-resueltos-cap-14-fisica-sears-zemansky.docx

PROBLEMAS RESUELTOS

FISICA UNIVERSITARIA

CAPITULO 14 VOLUMEN 1

EDICION 11 SEARS ZEMANSKY

Sección 14.1 DensidadSección 14.2 Presión de un fluidoSección 14.3 FlotaciónSección 14.4 Fuerzas de flotación y principio de ArquímedesSección 14.5 Ecuación de BERNOULLI Sección 14.6 Viscosidad y turbulencia

Erving Quintero Gil Ing. Electromecánico

Bucaramanga – Colombia2010

Para cualquier inquietud o consulta escribir a: [email protected] [email protected]

quintere20 0 [email protected]

1

Problema 14.1 Sears ZemanskyEn un trabajo de medio tiempo, un supervisor le pide traer del almacén una varilla cilíndrica de acero de85,8 cm de longitud y 2,85 cm de diámetro. ¿Necesitara usted un carrito? (Para contestar calcule el peso de la varilla)

w = m * g = ρ * V * g

ρ = 7,8 * 103 kg/m3 (densidad del acero) V = volumen de la varilla de acerog = gravedad = 9,8 m/seg2

V = área de la varilla * longitud de la varillad = diámetro de la varilla = 2,85 cm = 0,0285 metros l = longitud de la varilla = 85,8 cm = 0,858 m

2 2

area de la varilla = π d

= 3.14 * (0,0285)

= 3,14 * 0,00081225

= 0,002551

= 6,3793 *10 -4 m 2

4 4 4 4V = 6,3793 * 10-4 * 0,858 = 5,4735 * 10-4 m3

w = ρ * V * g

w = 7,8 *103 kg * 5,4735 *10 -4 m 3 * 9,8

m = 41,83 Newton

m 3 seg 2

No es necesario el carrito.

Problema 14.2 Sears ZemanskyEl radio de la luna es de 1740 km. Su masa es de 7,35 * 1022 kg. Calcule su densidad media?

V = volumen de la lunaR = radio de la luna = 1740 km = 174 * 104 m

2

3

V = 4

* π * r 3

3

V = 4

* 3,14 * (174 *10 4 )3

3

V = 4

* 3,14 * 5268024 *1012 = 22066647,32 *1012 m 3

3m = masa de la luna = 7,35 * 1022 kg.

ρ = m

V (7,35 × 10 22 kg ) =22066647,32 *1012 m 3

= 3.33 ×103 kg m 3 .

Problema 14.3 Sears ZemanskyImagine que compra una pieza rectangular de metal de 5 * 15 * 30 mm y masa de 0,0158 kg. El vendedor le dice que es de oro. Para verificarlo, usted calcula la densidad media de la pieza. Que valor obtiene? ¿Fue una estafa?

V = volumen de pieza rectangularV = 5 * 15 * 30 mm = 2250 mm3

(1= m)3=

V = 2250 mm * =(1000 mm)3

2250 m 3

10 9= 0,00000225 m 3

m = masa de la pieza rectangular de metal = 0,0158 kg.

ρ = m = (0. 0158 kg )

= 7,022 ×103 kg m3 .V 0,00000225 m3

La densidad del oro = 19,3 * 103 kg/m3

La densidad de la pieza rectangular de metal 7,022 * 103 kg/m3

Por lo anterior fue engañado.

Problema 14.4 Sears ZemanskyUn secuestrador exige un cubo de platino de 40 kg como rescate . ¿Cuánto mide por lado?

L = longitud del cubo

V = volumen del cubo.

V = L * L * L = L3

L = 3 Vm = masa del platino = 40 kg.ρ = la densidad del platino = 21,4 * 103 kg/m3

V = m

ρ

V = m

= 40 kg

= 1,869158 *10-3 m 3ρ

21,4 *103 kg

m3

3

3

3

3

3

3

plo

⎝ ⎠

⎝ ⎠

L = 3 V

L = 3 1,869158 *10-3 m3 = 0,12318 m

L = longitud del cubo = 12,31 cm

Problema 14.5 Sears ZemanskyUna esfera uniforme de plomo y una de aluminio tienen la misma masa. ¿Qué relación hay entre el radio de la esfera de aluminio y el de la esfera de plomo?

mplomo = masa esfera de plomo maluminio = masa esfera de aluminio

mplomo = Volumen de la esfera de plomo * densidad del plomo

Vplomo = 4

* π * r3 plomo

4m plomo = * π * r * ρ plomo3 plomo

4Valuminio = * π * r

3 aluminio

4m aluminio = * π * r * ρaluminio3 aluminio

mplomo = maluminio

4 * π * r 3

4* ρplomo = * π * r * ρaluminio3 plomo 3 aluminio

Cancelando términos semejantes

r 3 plomo

* ρ = r 3 aluminio * ρaluminio

Despejando

ρplomo (r )3 ⎛ r ⎞3

= aluminio = ⎜ aluminio ⎟ρaluminio (rplomo )3 ⎜ rplomo ⎟

1

( ρ plomo

) 3 = ⎜ r aluminio ⎟ρaluminio ⎜ rplomo ⎟

ρ aluminio = 2,7 * 103 kg/m3 (densidad del aluminio)

ρ plomp = 11,3 * 103 kg/m3 (densidad del plomo)

4

4

3

4

1

⎝ ⎠

⎝ ⎠

⎝ ⎠

3

111,3 *103 ⎛ ⎞

( ) 3 = ⎜ r aluminio ⎟2,7 *103 ⎜ rplomo ⎟

1 ⎛ ⎞(4,1851) = ⎜ raluminio ⎟3 ⎜ rplomo ⎟

⎛ ⎞⎜ r aluminio ⎟ = 1,61⎜ rplomo ⎟

Problema 14.6 Sears Zemanskya) Calcule la densidad media del sol. B) Calcule la densidad media de una estrella de neutrones que tiene la misma masa que el sol pero un radio de solo 20 km.

msol = masa del sol = 1,99 * 1030 kg. Vsol = volumen del sol

rsol = radio del sol = 6,96 * 108 m

Vsol = * π * (rsol )33

V = 4

* 3,14 * ⎛ 6,96 *108 ⎞3

⎜ ⎟3 ⎝ ⎠

V = 4

* 3,14 * 337,15 *10 24 =1412,2654 *10 24 m33

a) ρ = msol =

1 .99 × 10 kg = 1,409 *103 kg

Vsol 1412,2654 *10 24 m 3 m 3

m estrella = masa de la estrella de neutrones = 1,99 * 1030 kg. V estrella = volumen de la estrella de neutronesrsol = radio de la estrella de neutrones = 20000 m

Vestrella = * π * (restrella )3

3

V = 4

* 3,14 * (20000)33

V = 4

* 3,14 * 8 *1012 = 33,510321*1012 m33

1 .99 × 10 30 kg b) D = = 0.05938 ×10 kg m

33,510321 *1012 m 3

= 5.93 *1016 kg m 3

5

Problema 14.7 Sears Zemansky¿A que profundidad del mar hay una presión manométrica de 1 * 105 Pa?p − p 0 = ρ * g * h

ρ = 1,03 * 103 kg/m3 (densidad del agua de mar)

g = gravedad = 9,8 m/seg2

100000 Newton

h = p − p 0 1 * 10 5 Pa

= = m 2 = 9,906 m

ρ * g (1,03 *103 kg m 3 ) * (9,80

m

s 2 )10,094

Newton m 3

Problema 14.8 Sears ZemanskyEn la alimentación intravenosa, se inserta una aguja en una vena del brazo del paciente y se conecta un tubo entre la aguja y un depósito de fluido (densidad 1050 kg/m3) que esta a una altura h sobre el brazo. El deposito esta abierto a la atmosfera por arriba. Si la presión manométrica dentro de la vena es de5980 Pa, ¿Qué valor minino de h permite que entre fluido en la vena?. Suponga que el diámetro de la aguja es lo bastante grande para despreciar la viscosidad (sección 14.6) del fluido.

La diferencia de presión entre la parte superior e inferior del tubo debe ser de al menos 5980 Pa para forzar el líquido en la vena

p – p0 =ρ * g * h = 5980 Paρ = 1050 kg/m3 (densidad del fluido)g = gravedad = 9,8 m/seg2

5980 Newton

h = 5980 Pa 5980 N m 2

= = m 2 = 0,581m

ρ * g

h = 58,1 cm

(1050 kg m 3 ) (9,80

m

s 2 )10290

Newton m 3

Problema 14.9 Sears ZemanskyUn barril contiene una capa de aceite (densidad de 600 kg/m3 ) de 0,12 m sobre 0,25 m de agua. a) Que presión manométrica hay en la interfaz aceite-agua?b) ¿Qué presión manométrica hay en el fondo del barril? h aceite = 0,12 m

ρ aceite = 600 kg/m3 (densidad del aceite) h agua = 0,25 m

a) ρ * g * h =

⎜⎛⎝

600 kg m 3 ⎟⎞

⎜⎛⎠ ⎝

9,80 m s 2

⎟⎞⎠

(0,12 m) = 706 Pa.

ρ agua = 1000 kg/m3 (densidad del agua)g = gravedad = 9,8 m/seg2

6

b) 706 Pa + ⎛⎜1000 kg m 3 ⎟⎞ ⎛⎜ 9,8 m s 2

⎟⎞ (0,25 m) = 706 Pa + 2450 Pa = 3156 Pa.⎝ ⎠ ⎝ ⎠

Problema 14.10 Sears ZemanskyUna vagoneta vacía pesa 16,5 KN. Cada neumático tiene una presión manométrica de 205 KPa (29,7 lb/pulg2).Calcule el área de contacto total de los neumáticos con el suelo. (Suponga que las paredes del neumático son flexibles de modo que la presión ejercida por el neumático sobre el suelo es igual a lapresión de aire en su interior.)Con la misma presión en los neumáticos, calcule el área después de que el auto se carga con 9,1 KN de pasajeros y carga.

The pressure used to find the area is the gauge pressure, and so the total area isW = Peso de la vagoneta vacia = 16,5 KN. = 16500 NewtonP= presión manométrica de cada neumático = 205 KPa = 205000 Pa.

P = W

A

A = W

= (16500 N )

= 0,0804 m 2 ⋅P (205000 Pa)

A = 804 cm2

b) P = W

A

W (16500 N + 9100 N) 25600 N 2 (100 cm)2 2A = = = = 0,1248 m * = 1248 cm ⋅

P (205000 Pa ) 205000

N (1 m)2m 2

A = 1248 cm2

Problema 14.11 Sears ZemanskySe esta diseñando una campana de buceo que resista la presión del mar a 250 m de profundidad. a)

cuanto vale la presión manométrica a esa profundidad.b) A esta profundidad, ¿Qué fuerza neta ejercen el agua exterior y el aire interior sobre una

ventanilla circular de 30 cm de diámetro si la presión dentro de la campana es la que hay en la superficie del agua? (desprecie la pequeña variación de presión sobre la superficie de la ventanilla)

a) ρgh = (1.03 ×103 kg m3 )(9.80 m s2 )(250 m) = 2.52 ×106 Pa.

b) The pressure difference is the gauge pressure, and the net force due to the water and the air is(2.52 ×106 Pa )(π(0.15 m)2 ) = 1.78 ×105 N.

Problema 14.12 Sears Zemansky

¿Qué presión barométrica (en Pa y atm. ) debe producir una bomba para subir agua del fondo del Gran cañón (elevación 730 m) a Indian Gardens (elevación 1370 m)?

p = ρgh = (1.00 ×103 kg m3 )(9.80 m s2 )(640 m) = 6.27 ×106 Pa = 61.9 atm.

7


El liquido del manómetro de tubo abierto de la fig 14.8 a es mercurio, y1 = 3 cm y y2 7 cm. La presion atmosferica es de 980 milibares.

a) ¿Qué presion absoluta hay en la base del tubo en U? b) Y en el tubo abierto 4 cm debajo de la superficie libre? c) Que presion absoluta tiene el aire del tanque?d) ¿Qué presion manométrica tiene el gas en pascales?

a) p + ρgy = 980 ×102 Pa + (13.6 ×103 kg m3 )(9.80 m s2 )(7.00 ×10−2 m) =a 2

1.07 ×10 5 Pa. b) Repeating the calcultion with y = y − y = 4.00 cm instead of y gives 1.03 × 10 5 Pa.2 1 2

c) The absolute pressure is that found in part (b), 1.03 ×10 5 Pa.d) ( y − y ) ρg = 5.33 ×103 Pa (this is not the same as the difference between the results of parts (a) and2 1

(b) due to roundoff error).


Hay una profundidad máxima la que un buzo puede respirar por un snorkel (Fig. 14.31) pues, al aumentar la profundidad, aumenta la diferencia de presión que tiende a colapsar los pulmones del buzo. Dado que el snorkel conecta los pulmones con la atmosfera, la presión en ellos es la atmosférica. Calcule la diferencia de presión interna-externa cuando los pulmones del buzo están a 6,1 m de profundidad. Suponga que el buzo esta en agua dulce. (un buzo que respira el aire comprimido de un tanque puede operar a mayores profundidades que uno que usa snorkel, por que la presión del aire dentro de los pulmones aumenta hasta equilibrar la presión externa del agua)

ρgh = (1.00 ×103kg m3 )(9.80 m s2 )(6.1 m) = 6.0 ×104 Pa.


Un cilindro alto con área transversal de 12 cm2 se lleno parcialmente con mercurio hasta una altura de 5 cm. Se vierte lentamente agua sobre el mercurio (los dos líquidos no se mezclan). ¿Qué volumen de agua deberá añadirse para aumentar al doble la presión manométrica en la base del cilindro.

With just the mercury, the gauge pressure at the bottom of the cylinder is p = p0 + pm ghm⋅ With the water to a depth hw , the gauge pressure at the bottom of the cylinder is p = p0 + ρm ghm + pw ghw . If this is to be double the first value, then ρw ghw = ρm ghm.

h = h ( ρ ρ ) = (0.0500 m)(13.6 ×103 1.00 ×103 ) = 0.680 mw m m w

The volume of water is V = hA = (0.680 m)(12.0 ×10−4 m2 ) = 8.16 ×10−4 m3 = 816 cm3


8

Un recipiente cerrado se llena parcialmente con agua. en un principio, el aire arriba del agua esta a presion atmosferica (1,01 * 105 Pa) y la presion manometrica en la base del recipiente es de 2500 Pa. Despues, se bombea aire adicional al interior aumentando la presion del aire sobre el agua en 1500 Pa)

9

a) Gauge pressure is the excess pressure above atmospheric pressure. The pressure difference between the surface of the water and the bottom is due to the weight of the water and is still 2500 Pa after the pressure increase above the surface. But the surface pressure increase is also transmitted to the fluid, making the total difference from atmospheric 2500 Pa+1500 Pa = 4000 Pa.

b) The pressure due to the water alone is 2500 Pa = ρgh. Thus

2500 N m 2

h = = 0.255 m(1000 kg m3 ) (9.80 m s2 )

To keep the bottom gauge pressure at 2500 Pa after the 1500 Pa increase at the surface, the pressure due to the water’s weight must be reduced to 1000 Pa:

1000 N m 2

h = = 0.102 m(1000 kg m 3 )(9.80 m s 2 )

Thus the water must be lowered by 0.255 m − 0.102 m = 0.153 m


The force is the difference between the upward force of the water and the downward forces of the air and the weight. The difference between the pressure inside and out is the gauge pressure, soF = ( ρgh) A − w = (1.03 ×103 ) (9.80 m s2 ) (30 m) (0.75 m2 ) − 300 N = 2.27 ×105 N.


= 1.79 ×105 N.[130 ×103 Pa + (1.00 ×103 kg m3 )(3.71 m s2 )(14.2 m) − 93 ×103 Pa ](2.00 m2 )


The depth of the kerosene is the difference in pressure, divided by the product ρg = mg ,V

(16.4 × 10 3 N) (0.0700 m 2 ) − 2.01 × 10 5 Pah = = 4.14 m.(205 kg)(9.80 m s2 ) (0.250 m3 )


F mg (1200 kg)(9.80 m s 2 )p = = = = 1.66 ×105 Pa = 1.64 atm.A π (d 2)2 π (0.15 m)2

10


The buoyant force must be equal to the total weight; ρwaterVg = ρiceVg + mg, so

V = m

= 45 .0 kg

= 0.563 m3 ,ρ − ρ 1000 kg m3 − 920 kg m3water ice

or 0.56 m 3 to two figures.


14.22: The buoyant force is B = 17.50 N − 11.20 N = 6.30 N, and

V = B

= ( 6 .30 N)

= 6.43 ×10− 4 m3 .ρ g (1.00 ×103 kg m3 )(9.80 m s2 )water

The density is

ρ = m

= w g

= ρ w

= (1.00 ×103 kg m3 ) ⎛ 17.50 ⎞

= 2.78 ×103 kg m3 .water ⎜ ⎟V B ρwater g B ⎝ 6.30 ⎠


Un objeto con densidad media ρ flota sobre un fluido de densidad ρfluido

a)?Que relacion debe haber entre las dos densidades?b) A la luz de su respuesta a la parte(a), ¿Cómo pueden flotar barcos de acero en el agua?c) En terminos de ρ y ρfluido ¿Qué fraccion del objeto esta sumergida y que fraccion esta sobre el fluido? Verifique que sus respuestas den el comportamiento correcto en el limite donde ρ → ρfluido y donde ρ →0.d) durante un paseo en yate, su primo Tito recorta una pieza rectangular (dimensiones: 5 * 4 *3 cm) de un salvavidas y la tira al mar, donde flota. La masa de la pieza es de 42 gr. ¿Qué porcentaje de su volumen esta sobre la superficie ?

a) The displaced fluid must weigh more than the object, so ρ < ρ fluid . b) If the ship does not leak, much of the water will be displaced by air or cargo, and the average density of the floating ship is less than that of water. c) Let the portion submerged have volume V, and the total volume be

V . Then, ρV = ρ V , so V = ρ ⋅ The fraction above the fluid is then 1 − P . If p → 0, the entire0 o fluid V0 ρfluid Pfluid

object floats, and if ρ → ρ fluid , none of the object is above the surface. d) Using the result of part (c),

ρ ( 0.042 kg) (5.0 × 4.0 × 3.0 × 10 -6 m 3 ) 1 − = 1 − = 0.32 = 32%.ρ 1030 kg m 3

fluid


11

g =

Un cable anclado al fondo de un lago de agua dulce sostiene una esfera hueca de plástico bajo la superficie. El volumen de la esfera es de 0,650 m3 y la tensión en el cable es de 900 N.a) Calcule la fuerza de flotación ejercida por el agua sobre la esfera. b) ¿Qué masa tiene la esferab) El cable se rompe y la esfera sube a la superficie. En equilibrio, ¿Qué fracción de volumen de la esfera estará sumergida?

a) B = ρwater gV = (1.00 ×103 kg m3 )(9.80 m s2 )(0.650 m3 ) = 6370 N.

b) m = w

B − Tg = 6370 N - 900

N9.80 m s 2

= 558 kg.

c) (See Exercise 14.23.) If the submerged volume is V ′,

V ′ = w

and V ′

= w

= 5470 N

= 0.859 = 85.9%.ρwater g V ρwater gV 6370 N


Un bloque cubico de Madera de 10 cm. Por lado flota en la interfaz entre aceite y agua con su superficie inferior 1,5 cm. Bajo la interfaz (fig 14.32). La densidad del aceite es de 790 kg/m3

a) ¿Qué presion manometrica hay en la superficie de arriba del bloque?b) ¿y en la cara inferiorc) ¿Qué masa y densidad tiene el bloque?

a) ρoil ghoil = 116 Pa.

b) ((790 kg m3 )(0.100 m) + (1000

kg

m3 )(0.0150 m))(9.80 m s2 ) = 921 Pa.

w ( p − p )A (805 Pa ) (0 .100 m )2

c) m = =g

bottom

g

top = (9.80 m s2 ) = 0.822 kg.

0.822 kg kgThe density of the block is p = (0.10 m )3 = 822

m 3

.Note that is the same as the average density of the fluid

displaced, (0.85) (790 kg m3 )+ (0.15) (1000 kg m3 ) .


Un lingote de aluminio sólido pesa 89 N en el aire. a) ¿Qué volumen tiene?b) el lingote se cuelga de una cuerda y se sumerge por completo en agua. ¿Qué tensión hay en la cuerda (el peso aparente del lingote en agua)?

a) Neglecting the density of the air,

V = m

= w g

= w

= (89 N )

= 3.36 ×10−3 m3 ,ρ ρ gρ (9.80 m s2 )(2.7 ×103 kg m3 )

or 3.4 ×10−3 m3 to two figures.

⎛ ρ ⎞ ⎛ 1.00 ⎞b) T = w −B = w − gρ V = ω⎜1 − water ⎟ = (89 N)⎜1 − ⎟ = 56.0 N.water⎝ ρaluminum ⎠ ⎝ 2.7 ⎠


a) The pressure at the top of the block is p = p0 + ρgh, where h is the depth of the top of the block below the surface. h is greater for block Β , so the pressure is greater at the top of block Β .

b) B = ρ flVobj g. The blocks have the same volume Vobj so experience the same buoyant force.

c) T − w + B = 0 so T = w −B.

w = ρVg . The object have the same V but ρ is larger for brass than for aluminum so w is larger for the brass block. B is the same for both, so T is larger for the brass block, block B.


The rock displaces a volume of water whose weight is 39.2 N - 28.4 N = 10.8 N. The mass of this much water is thus 10.8 N 9.80 m s 2 = 1.102 kg and its volume, equal to the rock’s volume, is 1 .102 kg

= 1.102 ×10−3 m3

1.00 ×103 kg m3

The weight of unknown liquid displaced is 39.2 N − 18.6 N = 20.6 N, and its mass is

20.6 N 9.80 m s2 = 2.102 kg. The liquid’s density is thus 2.102 kg 1.102 ×10−3 m3 = 1.91×103 kg m3 , orroughly twice the density of water.

Problema 14.29 Sears Zemansky13

v1 Α1 = v2 Α2 , v2 = v1 ( Α1 Α2 )

Α = π(0.80 cm)2 , Α = 20π(0.10 cm)21 2

π (0.80) 2

v2 = (3.0 m s) 20π(0.10)2

= 9.6 m s


Α (3.50 m s)(0.0700 m2 ) 0.245 m3 sv = v 1 = = ⋅2 1 Α Α Α2 2 2

a) (i) Α = 0.1050 m2 , v = 2.33 m s. (ii) Α = 0.047 m2 , v = 5.21 m s.2 2 2 2

b) v Α t = υ Α t = (0.245 m3 s) (3600s) = 882 m3 .1 1 2 2


dV dt (1.20 m 3 s )a) v = = = 16.98.

A π(0.150 m)2

b) r2 = r1 v1 v2 = (dV dt) πv2 = 0.317 m.


a) From the equation preceding Eq. (14.10), dividing by the time interval dt gives Eq. (14.12). b) The volume flow rate decreases by 1.50% (to two figures).

Problema 14.33 Sears ZemanskyUn tanque sellado que contiene agua de mar hasta una altura de 11 metros contiene también aire sobre el agua a una presión manométrica de 3 atmósferas. Sale agua del tanque a través de un agujero pequeño en el fondo. Calcule la rapidez de salida del agua

The hole is given as being “small,”and this may be taken to mean that the velocity of the seawater at the top of the tank is zero, and Eq. (14.18) givesEl agujero se da como "pequeño", y esto puede interpretarse en el sentido que la velocidad del agua de mar en la parte superior del tanque es cero, y la ecuación. (14.18) es

v = 2( gy + ( p ρ))

14

= 2((9.80 m s 2 )(11.0 m) + (3.00)(1.013 ×105 Pa) (1.03 ×103 kg m 3 ))

= 28.4 m s.

Note that y = 0 and p = pa were used at the bottom of the tank, so that p was the given gauge pressure at

the top of the tank.Tenga en cuenta que y = 0 y p = p0 se utilizaron en la parte inferior del tanque, de modo que p es la presión manométrica dada en la parte superior del tanque

Problema 14.34 Sears ZemanskySe corta un agujero circular de 6 mm de diámetro en el costado de un tanque de agua grande, 14 m debajo del nivel del agua en el tanque. El tanque esta abierto al aire por arriba. Calculea) la rapidez de salidab) el volumen descargado por unidad de tiempo.

v = velocidad en m/seg.g = gravedad = 9,8 m/seg2

h = altura en metros.

v 2 = 2 * g * h

m m 2 m v = 2 * g * h = 2 * 9,8 *14 m = 274,4 = 16,56seg 2 seg 2 seg

b) el volumen descargado por unidad de tiempo. V = volumen en m3/ segV = v * AA = area = π * r2

r = 3 mm = 0,003 mA = π * r2 = 3,14 * (0,003)2 = 2,8274 * 10-5 m2

V = v * A = 16,56 m/seg * 2,8274 * 10-5 m2

V = 4,68 * 10-4 m3/seg

Problema 14.35 Sears Zemansky¿Que presión manométrica se requiere en una toma municipal de agua para que el chorro de una manguera de bomberos conectada a ella alcance una altura vertical de 15 m?. (Suponga que la tomatiene un diámetro mucho mayor que la manguera).

The assumption may be taken to mean that v1 = 0 in Eq. (14.17). At the maximum height, v2 = 0, and using gauge pressure for p1 and p2 , p2 = 0 (the water is open to the atmosphere),

p1 = ρ * g * y 2 =1000 kg

* 9,8 m

*15 m =147000 Newton

=1,47 *105 Pa m3 seg 2 m 2

p1 = 1,47 * 105 Pa


Using v = 1 v in Eq. (14.17),2 4 1

p = p + 1

ρ(v2 − v2 ) + ρg ( y − y ) = p + ρ⎡⎛ =15

⎟υ2 + g ( y − y )

⎤⎜

⎞2 1

2 1 2 1 2 1 ⎢ 32

1 1 2 ⎥⎣⎝ ⎠ ⎦

15

= 5.00 ×104 Pa + (1.00 ×103 kg m3 ) ⎛ 15

(3.00 m s)2 + (9.80 m s2 )(11.0 m) ⎞

⎜ ⎟⎝ 32 ⎠

= 1.62 ×105 Pa.


Neglecting the thickness of the wing (so that y1 = y2 in Eq. (14.17)), the pressure difference is

Δp = (1 2) ρ(v2 − v2 ) = 780 Pa. The net upward force is then2 1

(780 Pa) × (16.2 m 2 ) − (1340 kg)(9.80 m s 2 ) = −496 N.


a) ( 220 ) ( 0.355 kg ) = 1.30 kg s. b) The density of the liquid is

0.355 kg = 1000 kg m3 , and so the volume flow60.0 s 0.355×10 −3

m 3

rate is 1.30 kg s = 1.30 ×10−3 m3 s = 1.30 L s. This result may also be obtained

1000kg m 3

from ( 220 )( 0.355 L ) = 1.30 L s. c) v = 1.30×10 −3 m 3 s

60.0 s 1 2.00×10 −4

m 2

= 6.50 m s, v2 = v1 4 = 1.63m s.

d) p = p + 1

ρ(v2 − v2 )+ ρg (y − y )1 2 2

2 1 2 1

= 152 kPa + (1 2) (1000 kg m3 )((1.63 m s)2 − (6.50 m s)2 )

+ (1000 kg m3 )(9.80 m s2 )(− 1.35 m)= 119 kPa


The water is discharged at a rate of v = 4.65×10 −4 m 3 s = 0.352 m s. The pipe is given as horizonatal, so the1 1.32×10 −3

m 2

speed at the constriction is v = v 2 + 2Δ p ρ = 8.95 m s, keeping an extra figure, so the cross-section2 1

are at the constriction is 4.65×10 −4 m 3 s = 5.19 ×10−5 m2 , and the radius is r = A π = 0.41 cm.8.95 m s


From Eq. (14.17), with y1 = y2 ,

1 1 ⎛ v 2 ⎞ 3p = p + ρ(v2 − v2 ) = p + ρ⎜ v2 − 1 ⎟ = p + ρv22 1

2 1 2 1

2 ⎝ 1

4 ⎠ 1

8 1

= 1.80 ×10 4 Pa + 3 (1.00 ×10 3 kg m 3 )(2.50 m s)2

= 2.03 ×10 4 Pa,8

where the continutity relation v = v1 has been used.2 2


16

Let point 1 be where r1 = 4.00 cm and point 2 be where r2 = 2.00 cm. The volume flow rate has the value

7200 cm3 s at all points in the pipe.

v A = v πr 2 = 7200 cm3 , so v = 1.43 m s1 1 1 1 1

v A = v πr 2 = 7200 cm3 , so v = 5.73 m s2 2 2 2 2

p + ρgy + 1

ρv2 = p + ρgy + 1

ρv 21 1

2 1 2 2

2 2

y = y and p = 2.40 ×105 Pa, so p = p + 1

ρ(v2 − v2 ) = 2.25 ×105 Pa1 2 2 2 1 2

1 2


a) The cross-sectional area presented by a sphere is π 4

, therefore F = (p0 − p)π 4

. b) The force onD 2 D 2

each hemisphere due to the atmosphere is π (5.00 ×10− 2 m)2 (1.013 ×105 Pa )(0.975) = 776Ν.


a) ρgh = (1.03 ×103 kg m3 )(9.80 × m s2 )(10.92 ×103 m) = 1.10 ×108 Pa.b) The fractional change in volume is the negative of the fractional change in density.The density at that depth is then

ρ = ρ (1 + kΔp ) = (1.03 ×103 kg m3 )(1 + (1.16 ×108 Pa )(45.8 ×10−11 Pa −1 ))0

= 1.08 ×103 kg m3 ,A fractional increase of 5.0%. Note that to three figures, the gauge pressure and absolute pressure are the same.


a) The weight of the water is

ρgV = (1.00 ×103 kg m3 )(9.80 m s2 )((5.00 m) (4.0 m) (3.0 m)) = 5.88 ×105 N,

or 5.9 ×105 N to two figures. b) Integration gives the expected result the force is what it would be if the pressure were uniform and equal to the pressure at the midpoint;

F = ρgA d

2= (1.00 ×103 kg m3 )(9.80 m s2 )((4.0 m) (3.0 m)) (1.50 m) = 1.76 ×105 N,

or1.8 ×105 N to two figures.


17

Let the width be w and the depth at the bottom of the gate be H . The force on a strip of vertical thicknessdh at a depth h is then dF = ρgh(wdh) and the torque about the hinge is dτ = ρgwh(h − H 2)dh;

integrating from h = 0 to h = H gives τ = ρgωH 3 12 = 2.61×10 4 N ⋅ m.


a) See problem 14.45; the net force is ∫ dF from h = 0 to h = H , F = ρgωH 2 2 = ρgAH 2, where A = ωH . b) The torque on a strip of vertical thickness dh about the bottom is dτ = dF (H − h) = ρgwh(H − h)dh, and integrating from h = 0 to h = H gives τ = ρgwH 3 6 = ρgAH 2 6.c) The force depends on the width and the square of the depth, and the torque about the bottom depends on the width and the cube of the depth; the surface area of the lake does not affect either result (for a given width).


The acceleration due to gravity on the planet is

g = Δp

= Δp

ρd m dV

and so the planet’s mass is

gR 2 ΔpVR 2

M = =G mGd


The cylindrical rod has mass M , radius R, and length L with a density that is proportional to the square of the distance from one end, ρ = Cx 2

.

a) M = ∫ ρdV = ∫ Cx 2 dV . The volume element dV = πR 2 dx. Then the integral becomes

3

M = ∫ L Cx 2πR 2 dx. Integrating gives M = CπR 2 ∫ L x 2 dx = CπR 2 L . Solving for C, C = 3M πR 2 L3 .0 0

3b) The density at the x = L end is ρ = Cx = ( 2 3 )(L ) = ( 2 ). The denominator is just the total

2 3M 2 3MπR L πR L

volume V , so ρ = 3M V , or three times the average density, M V . So the average density is one-third the density at the x = L end of the rod.


a) At r = 0, the model predicts ρ = A = 12,700 kg m 3 and at r = R, the model predicts

18

⎢

⎢ ⎥

⎢

3

V ,

ρ = A − BR = 12,700

kgb), c)

m 3 − (1.50 ×10 −3

kg m 4 )(6.37 ×106 m) = 3.15 ×103 kg m 3 .

R ⎡ AR3 BR4 ⎤ ⎛ 4πR3 ⎞ 3BRM = ∫ dm = 4π ∫[ A − Br]r 2dr = 4π −3 4 ⎥ = ⎜ ⎟⎡

A −3 ⎣

⎤4 ⎥⎦

0

⎛ 4π(6.37

⎣

106 m)3 ⎞

⎦ ⎝ ⎠

10−3 kg m4 )(6.37 106 m)

= ⎜ ×

⎟⎡

,700 kg m3 − × × ⎤

⎜ ⎟⎢12 ⎥⎝ ⎠⎣ 4 ⎦

= 5.99 ×10 24 kg,

which is within 0.36% of the earth’s mass. d) If m (r ) is used to denote the mass contained in a sphere

of radius r, then g = Gm (r ) r 2 . Using the same integration as that in part (b), with an upper limit of

r instead of R gives the result.

e) g = 0 at r = 0, and g at r = R, g = Gm(R)

R2 = (6.673 ×10−11 N ⋅ m2 kg2 )

(5.99 ×1024 kg) (6.37 ×106 m)2 = 9.85 m s2 .

dg ⎛ πG ⎞ d ⎡ Br 2 ⎤ ⎛ πG ⎞ Brf) = ⎜

4 3⎟ ⎢ Ar −

4⎥ = ⎜ ⎟

⎡ A −

3 ⎤ ;

dr ⎝ 3 ⎠ dr ⎣ 4 ⎦ ⎝ 3 ⎠ 2

setting ths equal to zero gives r = 2 A 3B = 5.64 ×106 m , and at this radius

⎛ 4πG ⎞⎛ 2 A ⎞⎡ ⎛ 3 ⎞ ⎛ 2 A ⎞⎤g = ⎜ ⎟⎜ ⎟ A − ⎜ ⎟B⎜ ⎟3 3B 4 3B⎝ ⎠⎝ ⎠⎣ ⎝ ⎠ ⎝ ⎠⎦

4πGA2

=9B

−11 2 2 3 2

= 4 π ( 6.673 × 10 N ⋅ m kg ) (12,700 kg m )

= 10.02 m s2 .9(1.50 ×10−3 kg m4 )

Problema 14.50 Sears Zemanskya) Equation (14.4), with the radius r instead of height y, becomes dp = − ρg dr = − ρgs

(r

R)dr. This

form shows that the pressure decreases with increasing radius. Integrating, with p = 0 at r = R,

p = − ρ g s

R

r

∫R r dr = ρ g s

R

R

∫r r dr = ρg s (R 2

2R− r 2 ).

b) Using the above expression with r = 0 and ρ = M = 3M4πR3

24 2

p(0) = 3(5.97 × 10 kg)(9.80 m s )

= 1.71×1011 Pa.8π (6.38 ×106 m)2

c) While the same order of magnitude, this is not in very good agreement with the estimated value. In more realistic density models (see Problem 14.49 or Problem 9.99), the concentration of mass at lower radii leads to a higher pressure.


a) ρ gh = (1.00 ×103 kg m3 )(9.80 m s2 )(15.0 ×10−2 m) = 1.47 ×103 Pa.water water

b) The gauge pressure at a depth of 15.0 cm − h below the top of the mercury column must be that found in part (a); ρHg g (15.0 cm − h) = ρwater g (15.0 cm), which is solved for h = 13.9 cm.


Following the hint,

F = ∫h

( ρgy)(2πR)dy = ρgπRh2 o

where R and h are the radius and height of the tank (the fact that 2R = h is more or less coincidental). Using the given numerical values gives F = 5.07 ×108 N.

14.53: For the barge to be completely submerged, the mass of water displaced would need to beρ V = (1.00 ×103 kg m3 )(22 × 40 ×12 m3 ) = 1.056 ×107 kg. The mass of the barge itself iswater

(7.8 ×103 kg m3 ) ((2(22 + 40) ×12 + 22 × 40) × 4.0 ×10−2 m3 ) = 7.39 ×105 kg,

so the barge can hold 9.82 ×10 6 kg of coal. This mass of coal occupies a solid volume of

6.55 ×103 m 3 , which is less than the volume of the interior of the barge (1.06 ×10 4 m 3 ),but the coal must not be too loosely packed.


The difference between the densities must provide the “lift” of 5800 N (see Problem 14.59). The average density of the gases in the balloon is then

ρ = 1.23 kg m3 − (5800 N )

= 0.96 kg m3.ave (9.80 m s2 )(2200 m3 )


a) The submerged volume V ′ is w , soρwater g

20

V ′ = w ρwater g

= m

= (900 kg)

= 0.30 = 30% ⋅V V ρ V (1.00 ×103 kg m3 ) (3.0 m3 )water

b) As the car is about to sink, the weight of the water displaced is equal to the weight of the car plus the weight of the water inside the car. If the volume of water inside the car is V ′ ,

Vρ g = w + V ′p g , or V ′

= 1 − w

= 1 − 0.30 = 0.70 = 70% ⋅water water V Vp gwater


a) The volume displaced must be that which has the same weight and mass as the

ice, 9.70 gm = 9.70 cm3

(note that the choice of the form for the density of water avoids conversion of1.00 gm cm 3

units). b) No; when melted, it is as if the volume displaced by the 9.70 gm of melted ice displaces the

same volume, and the water level does not change. c) 9.70 gm = 9.24 cm3 ⋅ d) The melted water takes1.05 gm cm3

up more volume than the salt water displaced, and so 0.46 cm3 flows over. A way of considering this

situation (as a thought experiment only) is that the less dense water “floats” on the salt water, and as there is insufficient volume to contain the melted ice, some spills over.


The total mass of the lead and wood must be the mass of the water displaced, or

VPb ρ Pb + Vwood ρ wood = (VPb + Vwood ) ρ water;

solving for the volume VPb ,

V = V ρ water − ρ wood

Pb wood ρ − ρ

Pb water

3 3 3

= (1.2 ×10− 2 m3 ) 1.00 × 10 kg m − 600 kg m

11.3 ×103 kg m3 − 1.00 ×103 kg m3

= 4.66 ×10−4 m3 ,

which has a mass of 5.27 kg.


The fraction f of the volume that floats above the fluid is f = 1 − ρ

, where ρ is the average density ofρ fluid

the hydrometer (see Problem 14.23 or Problem 14.55), which can be expressed as ρ = ρ 1

.fluid 1 − f

21

Thus, if two fluids are observed to have floating fraction f and f , ρ = ρ 1 − f1 . In this form, it’s clear1 2 2 1

1 − f2

that a larger f 2 corresponds to a larger density; more of the stem is above the fluid. Using2 2

f = ( 8.00 cm)(0.400 cm ) = 0.242, f = ( 3. 20 cm)(0.400 cm ) = 0.097 gives ρ = (0.839) ρ = 839 kg m3.1 (13.2 cm 3 ) 2 (13.2 cm 3 ) alcohol water


a) The “lift” is V ( ρair − ρH ) g , from which2

V = 120,000 N

= 11.0 ×103 m 3 . (1.20 kg m 3 − 0.0899 kg m 3 )(9.80 m s 2 )

b) For the same volume, the “lift” would be different by the ratio of the density differences,

⎛ ρ − ρ ⎞(120,000 N)⎜ air He ⎟ = 11.2 ×104 N.⎜ ρ − ρ ⎟

⎝ air H 2 ⎠

This increase in lift is not worth the hazards associated with use of hydrogen.


a) Archimedes’ principle states ρgLA = Mg, so L = M

.ρA

b) The buoyant force is ρgA( L + x) = Mg + F , and using the result of part (a) and solving for x

gives x = F .ρgA

c) The “spring constant,” that is, the proportionality between the displacement x and the applied force F, is k = ρgA, and the period of oscillation is

T = 2π M

= 2π M

.k ρgA


w mg m (70.0 kg )1: a) x = = = = = 0.107 m.ρgA ρgA ρA (1.03 ×103 kg m3 )π (0.450 m)2

b) Note that in part (c) of Problem 14.60, M is the mass of the buoy, not the mass of the man, and

A is the cross-section area of the buoy, not the amplitude. The period is then

22

(950 kg)T = 2π (1.03 ×103 kg m3 )(9.80 m s2 )π(0.450 m)2

= 2.42 s.


To save some intermediate calculation, let the density, mass and volume of the life preserverbe ρ0 , m and v, and the same quantities for the person be ρ1 , M and V . Then, equating the buoyant force

and the weight, and dividing out the common factor of g ,

ρwater ((0.80)V + v) = ρ0v + ρ1V ,

Eliminating V in favor of ρ1 and M , and eliminating m in favor of ρ0 and v,

ρ v + M = ρ ⎛ (0.80) M

+ v ⎞

0 water ⎜ ⎟.⎝ ρ1 ⎠

Solving for ρ 0 ,

1 ⎛ ⎛ M ⎞ ⎞ρ0 = ⎜ ρwater

⎜ (0.80) + v ⎟ − M ⎟⎜ ⎟

v ρ⎝ 1 ⎠ ⎠⎝

= ρ − M ⎛

1 − (0.80) ρwater ⎞

water ⎜ ⎟v ⎝ ρ1 ⎠

75.0 kg ⎛ 1.03 ×103 kg m3 ⎞= 1.03 ×103 kg m3 − ⎜1 − (0.80) ⎟

0.400 m3 ⎝ 980 kg m3

⎠= 732 kg m3 ⋅


To the given precision, the density of air is negligible compared to that of brass, but not compared to that of the wood. The fact that the density of brass may not be known the three-figure precision does not matter; the mass of the brass is given to three figures. The weight of the brass is the difference between the weight of the wood and the buoyant force of the air on the wood, and canceling a common factor ofg , Vwood ( ρwood − ρair ) = M brass, and

−1

M = ρ V = M ρwood = M

⎛1 −

ρair ⎞

woodwood wood brass brass

⎜ ⎟ ρwood − ρair ⎝ ρwood ⎠

⎛ 1 .20 kg m 3 ⎞−1

= (0.0950 kg)⎜1 − ⎟ = 0.0958 kg.⎝ 150 kg m3

⎠


23

-3

The buoyant force on the mass A, divided by g , must be 7.50 kg − 1.00 kg − 1.80 kg = 4.70 kg (seeExample 14.6), so the mass block is 4.70 kg + 3.50 kg = 8.20 kg. a) The mass of the liquid displaced by

the block is 4.70 kg, so the density of the liquid is 4. 70 kg = 1.24 ×103

kg3.80×10 m

m 3 . b) Scale D will read the

mass of the block, 8.20 kg, as found above. Scale E will read the sum of the masses of the beaker and liquid, 2.80 kg.


Neglecting the buoyancy of the air, the weight in air is

g ( ρAuVAu + ρA1VA1 ) = 45.0 N.

and the buoyant force when suspended in water is

ρwater (VAu + VA1 ) g = 45.0 N − 39.0 N = 6.0 N.

These are two equations in the two unknowns VAu and VA1. Multiplying the second by

ρ water and subtracting to eliminate the VA1 term gives

ρ A1 and the first by

ρwaterVAu g ( ρAu − ρA1 ) = ρwater (45.0 N) − ρA1 (6.0 N)

w = ρ gV = ρAu ( ρ (45.0 N) − ρ (6.0))Au Au Au ρwater ( ρAu − ρA1 )

water Au

= (19.3)

((1.00)(45.0 N) − (2.7)(6.0 N)) (1.00)(19.3 − 2.7)= 33.5 N.

Note that in the numerical determination of wAu , specific gravities were used instead of densities.


The ball’s volume is

V = 4

πr 3 = 4

π (12.0 cm)3 = 7238 cm3

3 3As it floats, it displaces a weight of water equal to its weight. a) By pushing the ball under water, you displace an additional amount of water equal to 84% of the ball’s volume or(0.84)(7238 cm3 ) = 6080 cm3 . This much water has a mass of 6080 g = 6.080 kg and weighs

(6.080 kg)(9.80 m s 2 ) = 59.6 N, which is how hard you’ll have to push to submerge the ball.

b) The upward force on the ball in excess of its own weight was found in part (a): 59.6 N. The ball’smass is equal to the mass of water displaced when the ball is floating:

(0.16)(7238 cm3 )(1.00 g cm3 ) = 1158 g = 1.158 kg,

24

ρ

and its acceleration upon release is thus

a = Fnet =

59 .6 N = 51.5 m s2

m 1.158 kg

Problema 14.67 Sears Zemanskya) The weight of the crown of its volume V is w = ρcrown gV , and when suspended the apparent weight is

the difference between the weight and the buoyant force,

fw = fρcrown gV = ( ρcrown − ρwater ) gV .

Dividing by the common factors leads to

− ρ + ρ = fρ or ρcrown =

1 .water crown crown ρwater 1 − f

As f → 0, the apparent weight approaches zero, which means the crown tends to float; from the above

result, the specific gravity of the crown tends to 1. As f → 1, the apparent weight is the same as theweight, which means that the buoyant force is negligble compared to the weight, and the specific gravity of the crown is very large, as reflected in the above expression. b) Solving the above equations for f in

terms of the specific gravity, f = 1 − ρ water

,crown

and so the weight of the crown would be

(1 − (1 19.3)) (12.9 N) = 12.2 N.

c) Approximating the average density by that of lead for a “thin” gold

plate, the apparent weight would be (1 − (1 11.3)) (12.9 N) = 11.8 N.

Problema 14.68 Sears Zemanskya) See problem 14.67. Replacing f with, respectively, wwater w and wfluid w gives

ρsteel = w

,ρsteel =

w ,

ρfluid w - wfluid ρfluid w - wwater

and dividing the second of these by the first gives

ρfluid = w - wfluid .

ρwater w - wwater

b) When wfluid is greater than wwater, the term on the right in the above expression is less than one,

indicating that the fluids is less dense than water, and this is consistent with the buoyant force when suspended in liquid being less than that when suspended in water. If the density of the fluid is the sameas that of water wfluid = wwater , as expected. Similarly, if wfluid

is less than wwater , the term on the right in

the above expression is greater than one, indicating the the fluid is denser than water. c) Writing the result of part (a) as

25

ρfluid = 1 − f fluid .

ρwater 1 − fwater

and solving for f fluid ,

f = 1 − ρfluid (1 − f ) = 1 − (1.220) (0.128) = 0.844 = 84.4%.fluid

ρ water

water


a) Let the total volume be V; neglecting the density of the air, the buoyant force in terms of the weight is

B ρ gV = ρ g⎛ (w g )

+ V ⎞

= water water ⎜

0 ⎟,

⎝ ρm ⎠or

V = B

− w

⋅0 ρ g ρ gwater w

b) B − w = 2.52 ×10−4 m3 . Since the total volume of the casting is B , the cavities areρ water g ρCu g ρwater g

12.4% of the total volume.


a) Let d be the depth of the oil layer, h the depth that the cube is submerged in the water, and L be the length of a side of the cube. Then, setting the buoyant force equal to the weight, canceling the common factors of g and the cross-section area and supressing units,(1000)h + (750)d = (550) L.d , h and L are related by d + h + (0.35) L = L, so h = (0.65) L −

d. Substitution into the first relation gives d = L (0.65)(1000) − (550) = 2 L = 0.040 m. b) The gauge pressure at(1000) −(750) 5.00

the lower face must be sufficient to support the block (the oil exerts only sideways forces directly on theblock), and p = ρ gL = (550 kg m3 )(9.80 m s2 )(0.100 m) = 539 Pa. As a check, the gauge pressure,wood

found from the depths and densities of the fluids, is((0.040 m)(750 kg m3 ) + (0.025 m)(1000 kg m3 ))(9.80 m s2 ) = 539 Pa.


The ship will rise; the total mass of water displaced by the barge-anchor combination must be the same, and when the anchor is dropped overboard, it displaces some water and so the barge itself displaces less water, and so rises.To find the amount the barge rises, let the original depth of the barge in the water beh0 = (mb + ma ) (ρwater A), where mb and ma are the masses of the barge and the anchor, and A is the area

26

of the bottom of the barge. When the anchor is dropped, the buoyant force on the barge is less than what it was by an amount equal to the buoyant force on the anchor; symbolically,

h′ρwater Ag = h0 ρwater Ag − (ma ρsteel )ρwater g ,

which is solved for

Δh = h − h′ = ma =

(35 .0 kg ) = 5.57 ×10−4 m,0

ρ A (7860 kg m3 )(8.00 m 2 )steel

or about 0.56 mm.


a) The average density of a filled barrel is ρ + m = 750 kg m3 + 15. 0 kg = 875 kg m3 , which is less thanoil V 0.120 m3

the density of seawater, so the barrel floats.b) The fraction that floats (see Problem 14.23) is

ρ 875 kg m 3

1 − ave = 1 − = 0.150 = 15.0%.ρ 1030 kg m 3

water

c) The average density is 910 kg + 32.0 kg = 1172

kg which means the barrel sinks. In order to lift it,

m3 0.120 m3 m3

a tension T = (1177 kg

)(0.120 m3 )(9.80 m ) − (1030 kg

)(0.120 m3 )(9.80 m ) = 173 N is required.m 3 s 2 m 3 s 2


a) See Exercise 14.23; the fraction of the volume that remains unsubmerged is 1 − ρB

. b) Let the depth ofρL

the liquid be x and the depth of the water be y. Then ρLgx + ρwgy = ρ B gL and x + y = L. Therefore

x = L − y and y = ( ρ L − ρ B ) L

. c) y = 13 .6 − 7.8 (0.10 m) = 0.046 m.ρ L − ρω 13.6 −1.0


a) The change is height Δy is related to the displaced volume ΔV by Δy = ΔV

, where A is the surfaceA

area of the water in the lock. ΔV is the volume of water that has the same weight as the metal, so

27

Δy = ΔV

= w ρ water g

= w

A A ρwater gA6

= ( 2.50 × 10 N)

= 0.213 m.(1.00x103 kg m3 )(9.80 m s2 )((60.0 m)(20.0 m))

b) In this case, ΔV is the volume of the metal; in the above expression, ρ

water

is replaced by

Δy 8ρ metal = 9.00ρ water , which gives Δy′ =9

, and Δy − Δy′ = 9 Δy = 0.189 m; the water sinks by this amount.

Problema 14.75 Sears Zemanskya) Consider the fluid in the horizontal part of the tube. This fluid, with mass ρAl, is subject to a net forcedue to the pressure difference between the ends of the tube, which is the difference between the gaugepressures at the bottoms of the ends of the tubes. This difference is the horizontal part of the fluid is

ρg ( yL

− yR

), and the net force on

ρ g ( y L

−

y R ) A = ρ Ala ,

or( yL − yR ) = a

l.g

b) Again consider the fluid in the horizontal part of the tube. As in part (a), the fluid is accelerating; thecenter of mass has a radial acceleration of magnitude a

rad = ω 2

l

2, and so the difference in heights

between the columns is (ω 2

l2)(l g ) = ω 2 l

22 g .

Anticipating Problem, 14.77, an equivalent way to do part (b) is to break the fluid in the horizontal part of the tube into elements of thickness dr; the pressure difference between the sides of this piece isdp = ρ (ω 2

r)drsame result.

(see Problem 14.78), and integrating from r = 0 to r = l gives Δp = ρω 2 l 2

2, giving the

c) At any point, Newton’s second law gives dpA = pAdla from which the area A cancels out. Therefore

the cross-sectional area does not affect the result, even if it varies. Integrating the above result from 0 to lgives Δp = pal between the ends. This is related to the height of the columns through Δp = pgΔyfrom which p cancels out.


a) The change in pressure with respect to the vertical distance supplies the force necessary to keep a fluid element in vertical equilibrium (opposing the weight). For the rotating fluid, the change in pressure with respect to radius supplies the force necessary to keep a fluid element accelerating toward the axis;

28

dp = p dr = ρa dr, a = ∂

2

∂

p

∂specifically, and using∂ p gives

∂ p = ρω2 r. b) Let the pressure atp

y = 0, r = 0 be pa (atmospheric pressure); integrating the expression for ∂ from part (a) gives

p(r, y = 0) = pa + ρ ω 2

2 r 2.

c) In Eq. (14.5), p2 = pa , p1 = p(r, y = 0) as found in part

(b),

y1 = 0 and y 2 = h(r), the height of the liquid

above the y = 0 plane. Using the result of part (b) gives h(r ) = ω2 r 2 2 g .


a) The net inward force is (p + dp)A − pA = Adp, and the mass of the fluid element is ρAdr′. Using

Newton’s second law, with the inward radial acceleration of the above expression,

ω 2 r ' , gives dp = ρω2 r′dr′. b) Integrating

p r 2∫p 0

dp = ∫r 0 ρω r′dr′

p − p ⎛ ρω= ⎜ ⎟(r 2 − r 2

0 ),0

⎝ 2 ⎠which is the desired result. c) Using the same reasoning as in Section 14.3 (and Problem 14.78), the net force on the object must be the same as that on a fluid element of the same shape. Such a fluid element

2is accelerating inward with an acceleration of magnitude2

ω Rcm, and so the force on the object is

ρVω Rcm . d) If ρR cm > ρob Rcmob , the inward force is greater than that needed to keep the object moving

in a circle with radius Rcmob at angular frequency ω , and the object moves inward. If ρRcm < ρob Rcmob , , the

net force is insufficient to keep the object in the circular motion at that radius, and the object moves outward. e) Objects with lower densities will tend to move toward the center, and objects with higher densities will tend to move away from the center.


(Note that increasing x corresponds to moving toward the back of the car.)a) The mass of air in the volume element is ρdV = ρAdx , and the net force on the element in the

forward direction is (p + dp)A − pA = Adp. From Newton’s second law, Adp = ( ρA

dx)a,

from which

dp = ρadx. b) With ρ given to be constant, and with p = p0 at x = 0, p = p0 + ρax. c) Using

29

ρ = 1.2 kg/m3 in the result of part (b) gives (1.2 kg m3 )(5.0 m s2 )(2.5 m ) = 15.0 Pa ~ 15 ×10-5 p , so theatm

fractional pressure difference is negligble. d) Following the argument in Section 14-4, the force on the balloon must be the same as the force on the same volume of air; this force is the product of the mass ρV and the acceleration, or ρVa. e) The acceleration of the balloon is the force found in part (d) dividedby the mass ρbalV , or(ρ ρbal )a. The acceleration relative to the car is the difference between this acceleration and the car’s acceleration, arel = [(ρ ρbal ) − 1]a. f) For a balloon filled with air, (ρ ρbal ) < 1 (air

balloons tend to sink in still air), and so the quantity in square brackets in the result of part (e) is negative; the balloon moves to the back of the car. For a helium balloon, the quantity in square brackets is positive, and the balloon moves to the front of the car.


If the block were uniform, the buoyant force would be along a line directed through its geometric center, and the fact that the center of gravity is not at the geometric center does not affect the buoyant force. This means that the torque about the geometric center is due to the offset of the center of gravity, and is equal to the product of the block’s weight and the horizontal displacement of the center of gravity from

the geometric center, (0.075 m) 2. The block’s mass is half of its volume times the density of water, so the net torque is

( 0 .30 m ) 3 (1000 kg m 3 ) 0 .075 m(9.80 m s2 ) = 7.02 N ⋅ m,2 2

or 7.0 N ⋅ m to two figures. Note that the buoyant force and the block’s weight form a couple, and the torque is the same about any axis.


a) As in Example 14.8, the speed of efflux is 2gh. After leaving the tank, the water is in free fall, and

the time it takes any portion of the water to reach the ground is t = 2 ( H − h )

, in which time the waterg

travels a horizontal distance R = vt = 2 h(H − h).b) Note that if h′ = H − h, h′( H − h′) = ( H − h)h, and so h′ = H − h gives the same range. A hole

H − h below the water surface is a distance h above the bottom of the tank.


The water will rise until the rate at which the water flows out of the hole is the rate at which water is added;

A 2 gh = dV

,dt

30

which is solved for

⎛ = dV dt ⎞2

1 ⎛ = 2.40 ×10 −4 m 3 s ⎞2

h = ⎜ ⎟ = ⎜ ⎟ 1

= 13.1 cm.⎝ A ⎠ 2 g ⎝ 1.50 ×10 −4 m 2

⎠ 2(9.80 m s 2 )

Note that the result is independent of the diameter of the bucket.


14.82: a) v A = 2g ( y − y ) A = 2(9.80 m s2 )(8.00 m) (0.0160 m2 ) = 0.200 m3 s.3 3 1 3 3

b) Since p3 is atmospheric, the gauge pressure at point 2 is

1 1 ⎛ ⎛ A ⎞2 ⎞ 8p = ρ(v 2 − v2 ) = ρv2 ⎜1 − ⎜ 3 ⎟ ⎟ = ρg ( y − y ),2

2 3 2

2 3 ⎜ ⎜ A ⎟ ⎟ 9

1 3

⎝ ⎝ 2 ⎠ ⎠using the expression for υ found above. Subsititution of numerical values gives p = 6.97 × 104

Pa.3 2


The pressure difference, neglecting the thickness of the wing, is Δp = (1 2) ρ(v2 − v2 ), and solvingtop bottom

for the speed on the top of the wing gives

v = (120 m s)2 + 2(2000 Pa) (1.20 kg m3 ) = 133 m s.top

The pressure difference is comparable to that due to an altitude change of about 200 m, so ignoring the thickness of the wing is valid.


a) Using the constancy of angular momentum, the product of the radius and speed is constant, so the

speed at the rim is about (200 km h) ⎜ 30

⎟ = 17 km h. b) The pressure is lower at the eye, by an⎛ ⎞350⎝ ⎠

amount2

Δp = 1

(1.2 kg m3 ) ((200 km h)2 − (17 km h)2 ⎛ 1 m s ⎞ = 1.8 ×103 Pa.)⎜ ⎟

2 ⎝ 3.6 km h ⎠

c) v 2

= 160 m to two figures. d) The pressure at higher altitudes is even lower.2 g

31


The speed of efflux at point D is 2gh1, and so is 8gh1 at C. The gauge pressure at C is then

ρgh1 − 4 ρgh1 = −3 ρgh1, and this is the gauge pressure at E. The height of the fluid in the column is 3h1 .


a) v = dV dt , so the speeds areA

6.00 × 10 −3 m 3 s 6.00 × 10 −3 m 3 s= 6.00 m s and = 1.50 m s.10.0 ×10− 4 m2 40.0 ×10− 4 m2

b) Δp = 1 ρ (v 2 − v 2 ) = 1.688 ×10 4 Pa, or 1.69 ×10 4 Pa to three figures.2 1 24

c) Δh = Δp = (1.688 ×10 Pa) = 12.7 cm.ρH g g (13.6×10 3 kg m 3 )(9.80 m s 2 )


a) The speed of the liquid as a function of the distance y that it has fallen is v = v 2 + 2gy , and the0

cross-section area of the flow is inversely proportional to this speed. The radius is then inversely proportional to the square root of the speed, and if the radius of the pipe is r0 , the radius r of the stream a

distance y below the pipe is

−1 4

r0 v0 ⎛ 2 gy ⎞r = = r ⎜1 + ⎟ .

(v 2 + 2 gy)1 4 0 ⎜ v 2 ⎟0 ⎝ 0 ⎠

b) From the result of part (a), the height is found from (1 + 2 gy v 2 )1 4 = 2, or0

15v 2 15(1.2 m s) 2

y = 0 = = 1.10 m.2 g 2(9.80 m s2 )


a) The volume V of the rock is

32

0

d

B w − T ((3.00 kg)(9.80 m s 2 ) − 21.0 N)V = = = = 8.57 ×10− 4 m3.ρwater g ρwater g (1.00 ×103 kg m3 )(9.80 m s2 )

In the accelerated frames, all of the quantities that depend on g (weights, buoyant forces, gaugepressures and hence tensions) may be replaced by

g ′

g′ = g + a, with the positive direction taken upward.

Thus, the tension is T = mg′ − B′ = (m − ρV ) g′ = T0 g , where T0 = 21.0 N.

b) g′ = g + a; for a = 2.50 m s2

2

,T = (21.0 N)9 .80 − 2 .50

9.80 + 2.50 9.80

= 26.4 N.

c) For a = −2.50 m s ,T = (21.0 N)9.80

= 15.6 N.

d) If a = − g , g ′ = 0 and T = 0.


a) The tension in the cord plus the weight must be equal to the buoyant force, so

T = Vg ( ρ water − ρ foam )

= (1 2)(0.20 m) 2 (0.50 m)(9.80 m s 2 )(1000

kg= 80.4 N.

m 3 − 180

kg

m 3 )

b) The depth of the bottom of the styrofoam is not given; let this depth be h0 . Denote the length of the

piece of foam by L and the length of the two sides by l. The pressure force on the bottom of the foam is

then ( p0 + ρgh )L( 2l ) and is directed up. The pressure on each side is not constant; the force can be

found by integrating, or using the result of Problem 14.44 or Problem 14.46. Although these problems found forces on vertical surfaces, the result that the force is the product of the average pressure and the

area is valid. The average pressure is p0 + ρg (h0 − (l

(2

2 ))), and the force on one side has magnitude

( p0 + ρg (h0 − l

(2

2 )))Ll

and is directed perpendicular to the side, at an angle of 45.0° from the vertical. The force on the otherside has the same magnitude, but has a horizontal component that is opposite that of the other side. The horizontal component of the net buoyant force is zero, and the vertical component is

B = ( p0 + ρgh0 )Ll 2 − 2(cos 45.0°)( p0 + ρg (h0 − l (2

2 )))Ll = ρg

Ll 2

,2

the weight of the water displaced.

Problema 14.90 Sears ZemanskyWhen the level of the water is a height y above the opening, the efflux speed is 2gy , and dV = π(d 2)2 2gy . As the tank drains, the height decreases, and

2

dy dV dt π ( d 2) 2 2 gy

⎛ d ⎞

= − = − = −⎜ ⎟ 2 gy .dt A π (D 2) 2

⎝ D ⎠This is a separable differential equation, and the time T to drain the tank is found from

2

2g dt,⎛ ⎞

y ⎝ D ⎠which integrates to

2

[2 y ]0

= − ⎜ d

⎟ 2 gT ,⎛ ⎞

H ⎝ D ⎠

or2 2D

T ⎜ ⎟2 H D

⎜ ⎟

= ⎛ ⎞

= ⎛ ⎞

⎝ d ⎠ 2 g ⎝ d ⎠ g


a) The fact that the water first moves upwards before leaving the siphon does not change the efflux

speed, 2gh. b) Water will not flow if the absolute (not gauge) pressure would be negative. The hose is

open to the atmosphere at the bottom, so the pressure at the top of the siphon is pa − ρg (H + h), where

the assumption that the cross-section area is constant has been used to equate the speed of the liquid atthe top and bottom. Setting p = 0 and solving for H gives H = (pa ρg ) − h.


Any bubbles will cause inaccuracies. At the bubble, the pressure at the surfaces of the water will be the same, but the levels need not be the same. The use of a hose as a level assumes that pressure is the same at all point that are at the same level, an assumption that is invalidated by the bubble.

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