materia: fisica ii
TRANSCRIPT
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1
CENTRO DE BACHILLERATO TECNOLOacuteGICO INDUSTRIAL Y DE
SERVICIOS NO 21 ALVARO OBREGON SALIDO
MATERIA FISICA II
TEMA
Nombre del docente Ritchie Manriacutequez Joseacute Antonio
Nombre del alumno Avintildea Urentildea Amy
Semestre y Grupo 5to A
Especialidad Teacutecnico en Administracioacuten de Recursos Humanos
Fecha de enviacuteo
2
iacuteNDICE
HIDROSTAacuteTICA E HIDRODINAacuteMICA
Conceptos de hidraacuteulica e hidrostaacuteticahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip3
Presioacutenhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip5
Presioacuten hidrostaacuteticahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip6
Presioacuten atmosfeacutericahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip9
Presioacuten manomeacutetrica y presioacuten absolutahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip12
Principio de Pascal y principio de Arquiacutemedeshelliphelliphelliphelliphelliphelliphelliphelliphelliphellip14
Hidrodinaacutemicahelliphelliphelliphelliphelliphellip17
Aplicaciones de la hidrodinaacutemica y suposiciones para facilitar su estudiohelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip19
Gasto de un liacutequidohelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip21
Teorema de Bernoulli y su aplicacioacutenhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip24
Actividad adicionalhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip28
Ejercicios hechos en clasehelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip30
Particiones en clasehelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip31
Bibliografiacuteahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip38
3
HIDROSTAacuteTICA E HIDRODINAacuteMICA
iquestQueacute es hidraacuteulica
iquestQueacute es hidrostaacutetica
4
119875 119875 120574 ℎ ℎ
119875 119875 119873 119898
120574 119873 119898
ℎ ℎ m
5
Modelo matemaacutetico
6
iquestQueacute es
Foacutermula de la presioacuten hidrostaacutetica
7
middot middot
middot
8
9
iquestQueacute es
iquestCoacutemo se mide la presioacuten atmosfeacuterica
10
Foacutermula
Donde
ρ
De este modo si
bull ρ
bull
ρ middot middot
11
bull
bull
12
iquestQueacute es
iquestCuaacutel es la relacioacuten entre la presioacuten manomeacutetrica y la presioacuten absoluta
+
13
14
Principio de Pascal
119891
119886
15
Principio de Arquiacutemedes
119865
119860
119865
119860
119891
119886
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
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2
iacuteNDICE
HIDROSTAacuteTICA E HIDRODINAacuteMICA
Conceptos de hidraacuteulica e hidrostaacuteticahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip3
Presioacutenhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip5
Presioacuten hidrostaacuteticahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip6
Presioacuten atmosfeacutericahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip9
Presioacuten manomeacutetrica y presioacuten absolutahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip12
Principio de Pascal y principio de Arquiacutemedeshelliphelliphelliphelliphelliphelliphelliphelliphelliphellip14
Hidrodinaacutemicahelliphelliphelliphelliphelliphellip17
Aplicaciones de la hidrodinaacutemica y suposiciones para facilitar su estudiohelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip19
Gasto de un liacutequidohelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip21
Teorema de Bernoulli y su aplicacioacutenhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip24
Actividad adicionalhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip28
Ejercicios hechos en clasehelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip30
Particiones en clasehelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip31
Bibliografiacuteahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip38
3
HIDROSTAacuteTICA E HIDRODINAacuteMICA
iquestQueacute es hidraacuteulica
iquestQueacute es hidrostaacutetica
4
119875 119875 120574 ℎ ℎ
119875 119875 119873 119898
120574 119873 119898
ℎ ℎ m
5
Modelo matemaacutetico
6
iquestQueacute es
Foacutermula de la presioacuten hidrostaacutetica
7
middot middot
middot
8
9
iquestQueacute es
iquestCoacutemo se mide la presioacuten atmosfeacuterica
10
Foacutermula
Donde
ρ
De este modo si
bull ρ
bull
ρ middot middot
11
bull
bull
12
iquestQueacute es
iquestCuaacutel es la relacioacuten entre la presioacuten manomeacutetrica y la presioacuten absoluta
+
13
14
Principio de Pascal
119891
119886
15
Principio de Arquiacutemedes
119865
119860
119865
119860
119891
119886
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 3: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/3.jpg)
3
HIDROSTAacuteTICA E HIDRODINAacuteMICA
iquestQueacute es hidraacuteulica
iquestQueacute es hidrostaacutetica
4
119875 119875 120574 ℎ ℎ
119875 119875 119873 119898
120574 119873 119898
ℎ ℎ m
5
Modelo matemaacutetico
6
iquestQueacute es
Foacutermula de la presioacuten hidrostaacutetica
7
middot middot
middot
8
9
iquestQueacute es
iquestCoacutemo se mide la presioacuten atmosfeacuterica
10
Foacutermula
Donde
ρ
De este modo si
bull ρ
bull
ρ middot middot
11
bull
bull
12
iquestQueacute es
iquestCuaacutel es la relacioacuten entre la presioacuten manomeacutetrica y la presioacuten absoluta
+
13
14
Principio de Pascal
119891
119886
15
Principio de Arquiacutemedes
119865
119860
119865
119860
119891
119886
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 4: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/4.jpg)
4
119875 119875 120574 ℎ ℎ
119875 119875 119873 119898
120574 119873 119898
ℎ ℎ m
5
Modelo matemaacutetico
6
iquestQueacute es
Foacutermula de la presioacuten hidrostaacutetica
7
middot middot
middot
8
9
iquestQueacute es
iquestCoacutemo se mide la presioacuten atmosfeacuterica
10
Foacutermula
Donde
ρ
De este modo si
bull ρ
bull
ρ middot middot
11
bull
bull
12
iquestQueacute es
iquestCuaacutel es la relacioacuten entre la presioacuten manomeacutetrica y la presioacuten absoluta
+
13
14
Principio de Pascal
119891
119886
15
Principio de Arquiacutemedes
119865
119860
119865
119860
119891
119886
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 5: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/5.jpg)
5
Modelo matemaacutetico
6
iquestQueacute es
Foacutermula de la presioacuten hidrostaacutetica
7
middot middot
middot
8
9
iquestQueacute es
iquestCoacutemo se mide la presioacuten atmosfeacuterica
10
Foacutermula
Donde
ρ
De este modo si
bull ρ
bull
ρ middot middot
11
bull
bull
12
iquestQueacute es
iquestCuaacutel es la relacioacuten entre la presioacuten manomeacutetrica y la presioacuten absoluta
+
13
14
Principio de Pascal
119891
119886
15
Principio de Arquiacutemedes
119865
119860
119865
119860
119891
119886
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 6: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/6.jpg)
6
iquestQueacute es
Foacutermula de la presioacuten hidrostaacutetica
7
middot middot
middot
8
9
iquestQueacute es
iquestCoacutemo se mide la presioacuten atmosfeacuterica
10
Foacutermula
Donde
ρ
De este modo si
bull ρ
bull
ρ middot middot
11
bull
bull
12
iquestQueacute es
iquestCuaacutel es la relacioacuten entre la presioacuten manomeacutetrica y la presioacuten absoluta
+
13
14
Principio de Pascal
119891
119886
15
Principio de Arquiacutemedes
119865
119860
119865
119860
119891
119886
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 7: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/7.jpg)
7
middot middot
middot
8
9
iquestQueacute es
iquestCoacutemo se mide la presioacuten atmosfeacuterica
10
Foacutermula
Donde
ρ
De este modo si
bull ρ
bull
ρ middot middot
11
bull
bull
12
iquestQueacute es
iquestCuaacutel es la relacioacuten entre la presioacuten manomeacutetrica y la presioacuten absoluta
+
13
14
Principio de Pascal
119891
119886
15
Principio de Arquiacutemedes
119865
119860
119865
119860
119891
119886
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 8: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/8.jpg)
8
9
iquestQueacute es
iquestCoacutemo se mide la presioacuten atmosfeacuterica
10
Foacutermula
Donde
ρ
De este modo si
bull ρ
bull
ρ middot middot
11
bull
bull
12
iquestQueacute es
iquestCuaacutel es la relacioacuten entre la presioacuten manomeacutetrica y la presioacuten absoluta
+
13
14
Principio de Pascal
119891
119886
15
Principio de Arquiacutemedes
119865
119860
119865
119860
119891
119886
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 9: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/9.jpg)
9
iquestQueacute es
iquestCoacutemo se mide la presioacuten atmosfeacuterica
10
Foacutermula
Donde
ρ
De este modo si
bull ρ
bull
ρ middot middot
11
bull
bull
12
iquestQueacute es
iquestCuaacutel es la relacioacuten entre la presioacuten manomeacutetrica y la presioacuten absoluta
+
13
14
Principio de Pascal
119891
119886
15
Principio de Arquiacutemedes
119865
119860
119865
119860
119891
119886
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 10: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/10.jpg)
10
Foacutermula
Donde
ρ
De este modo si
bull ρ
bull
ρ middot middot
11
bull
bull
12
iquestQueacute es
iquestCuaacutel es la relacioacuten entre la presioacuten manomeacutetrica y la presioacuten absoluta
+
13
14
Principio de Pascal
119891
119886
15
Principio de Arquiacutemedes
119865
119860
119865
119860
119891
119886
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 11: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/11.jpg)
11
bull
bull
12
iquestQueacute es
iquestCuaacutel es la relacioacuten entre la presioacuten manomeacutetrica y la presioacuten absoluta
+
13
14
Principio de Pascal
119891
119886
15
Principio de Arquiacutemedes
119865
119860
119865
119860
119891
119886
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 12: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/12.jpg)
12
iquestQueacute es
iquestCuaacutel es la relacioacuten entre la presioacuten manomeacutetrica y la presioacuten absoluta
+
13
14
Principio de Pascal
119891
119886
15
Principio de Arquiacutemedes
119865
119860
119865
119860
119891
119886
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 13: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/13.jpg)
13
14
Principio de Pascal
119891
119886
15
Principio de Arquiacutemedes
119865
119860
119865
119860
119891
119886
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 14: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/14.jpg)
14
Principio de Pascal
119891
119886
15
Principio de Arquiacutemedes
119865
119860
119865
119860
119891
119886
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 15: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/15.jpg)
15
Principio de Arquiacutemedes
119865
119860
119865
119860
119891
119886
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 16: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/16.jpg)
16
sup3
sup3
sup2
ρ sup3
119864 ∙
119864 = p ∙119892 ∙ V
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 17: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/17.jpg)
17
iquestQueacute es hidrodinaacutemica
bull
bull
bull
bull
iquestQueacute estudia la hidrodinaacutemica
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 18: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/18.jpg)
18
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 19: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/19.jpg)
19
Aplicaciones de la hidrodinaacutemica
Suposiciones para facilitar su estudio
bull
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 20: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/20.jpg)
20
bull
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 21: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/21.jpg)
21
Concepto
Modelo matemaacutetico
G = 119881
119905
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 22: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/22.jpg)
22
Flujo
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 23: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/23.jpg)
23
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 24: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/24.jpg)
24
ρ
bull
bull
bull
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 25: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/25.jpg)
25
Ecuacioacuten de teorema de Bernoulli
bull
bull
bull
bull
bull
Aplicaciones del teorema
26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
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26
27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
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27
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
![Page 28: MATERIA: FISICA II](https://reader035.vdocuments.mx/reader035/viewer/2022080300/62e8aad9f3504806e2613503/html5/thumbnails/28.jpg)
28
119898
000121198983
20119904= 000006 1198983119904 = 006 litros segundo
006 119897119894119905119903119900119904
119904119890119892119906119899119889119900119904 x 60s =36 Litros minuto
G= 36 119897119894119905119903119900119904
119898119894119899119906119905119900119904 x 60 minutos= 216 Litros hora
G = 216119897119894119905119903119900119904
ℎ119900119903119886119904 x 24 horas= 5184 Litrosdiacutea
G = 5184119897119894119905119903119900119904
119889iacute119886119904 x 7 diacuteas= 36288 Litrossemana
29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
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29
30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
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30
Hidrostaacutetica
119865
119860
31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
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31
P=
Pf = 60 kgf
A= 370 cm2
1kgf = 981 N
1m2= 10000 cm2
1kp= 1000 pascal
1 atmosfera= 760
miliacutemetros mercurio de
presioacuten
119865
119860
119865
119860
60 119896119892119891
3701198881198982
119896119892119891
1198881198982
119896119892119891
1198881198982 (9811198731119896119892119891
) (100001198881198982
11198982 ) 119873
1198982
( 11198961199011198861000119875119886
)
119875ℎ =
120588 = 1 000 119896119892
1198983
119892 = 981 1198981199042
ℎ = 5 m
119875ℎ = 120588 119892 ℎ 119875ℎ = 120588 119892 ℎ
Ph= (1000 Kgmsup3) (981 mssup2) (5m)
Ph= 49050 Nmsup2 o Pa
F=
A= 03 m2
P= 420 Pa
F=AP F= (P) (A)
F= (03 m2) (420 Pa)
F= 126 N
Mencioneacute la formula
de esta actividad
Multipliqueacute en esta
actividad y di el
resultado
32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
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32
Hidrostaacutetica
F=
f= 200 N
A= 100 cm2
a= 15 cm2
119865
119860
119891
119886
F= (119891)(119860)
119886
F=(200119873)(1001198881198982 )
151198881198982
F=200001198731198881198982
151198881198982
F= 133333 N
33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
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33
F=
D= 20 cm
d= 8 cm
f= 150 N
119865
119860
119891
119886
A= πr2
a= πr2
d= 2r r= 119863 2
F= (119891)(119860)
119886
A= πr 2
r= 119863 2 A= 31416 (10 cm)2= 31416 cm2
a= 31416 (4 cm)2= 5026 cm2
F=(150119873)(314161198881198982 )
50261198881198982
F= 9375 N
D=
F= 2000 N
d= 10 cm
f= 100 N
119865
119860
119891
119886r= 119863 2
A= πr2
119865
π1199032=
119891
π1199032
119865
1198772=
119891π
π1199032
1198772 =Fπ1199032
fπ
1198772
119865=
π1199032
fπ
1198772 =Fπ1199032
fπ
119877 =radic119865π1199032
fπ
119877 =radic1198651199032
f
D= 2R
119877 =radic1198651199032
f
r= d 2
r=10119888119898
2= 5cm
119877 =radic(2000119873)((5119888119898)2)
100119873
119877 =radic(2000119873)(251198881198982)
100119873
R= radic500 cm2
R= 223606 cm
D= 2R
D= 2 (2236 cm)
D= 4472 cm
34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
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34
Hidrodinaacutemica
119881
119905
1198983
119904119890119892
119905
35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
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35
G=
t= frac14 de minuto= 15 seg
V= 2 m3
G=119881
119905
G= 119881
119905
G= 21198983
15 119904119890119892
G= 013 1198983
119904119890119892
π
119898 119904119890119892
119898119904119890119892
π
119898119904119890119892
G=
V= 4 119898
119904119890119892
D= 508 cm =0058 m
G=VA
A= π
4 d2
Conversioacuten de unidades
1 m= 100 cm
X= 508 cm
508 cm=508119888119898(1119898)
100119888119898
508 cm= 00508 m
A= π
4 d2
A=31416
4 (00508 m)2
A=31416
4 (000258 m)2
A= 0002 m2
G= VA
G= 4 119898
119904119890119892(0002 m2)
G= 00081198983
119904119890119892
36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
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36
D=
G= 031198983
119904119890119892
V= 8 119898
119904119890119892
G=VA
A= 119866119881
A= π
4 d2
d=radic4119860
π
A= 119866119881
A= 031198983
119904119890119892
8 119898119904119890119892
A= 00375 m2
d=radic4119860
π
d=radic4(00375 m2)
31416
d=radic015m2
31416
d= radic00477 m2
d= 0218 m
37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
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37
Hidrodinaacutemica liacutequidos en movimiento
radic2gh
V=
h= 015 m
g= 981119898
1199041198901198922
V=radic2gh
V=radic2gh
V=radic2(981119898
1199041198901198922 )(015119898)
V=radic293431198982
1199041198901198923
V= 171119898
119904119890119892
38
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38