Módulo 5 Hidraulica Basica Aplicada Al Combate de Incendios PDF

 

HIDRAULI AULICA CA BASICA BASICA APLI APLICADA CADA AL HIDR COMBATE DE INCENDIOS

 

PROPIEDADES TERMODINAMICAS DEL AGUA 󲀢   La 󰁣a󰁮󰁴󰁩󰁤 󰁣a󰁮󰁴󰁩󰁤a󰁤 a󰁤 󰁤󰁥 󰁥󰁮 󰁥󰁮󰁥󰁲 󰁥󰁲󰁧󰃭 󰁧󰃭aa 󰁮󰁥 󰁮󰁥󰁣󰁥 󰁣󰁥󰁳a 󰁳a󰁲󰁩 󰁲󰁩aa 󰁰a 󰁰a󰁲a 󰁲a 󰁱󰁵󰁥 󰁬a 󰁵󰁮 󰁵󰁮󰁩󰁤 󰁩󰁤a󰁤 a󰁤 󰁤󰁥

󰁭a󰁳a 󰁥󰁬󰁥󰁶󰁥 󰁳󰁵 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁵󰁮 󰁧󰁲a󰁤󰁯 C󰁥󰁬󰁳󰁩󰁵󰁳 󰁳󰁥 󰁣󰁯󰁮󰁯󰁣󰁥 󰁣󰁯󰁭󰁯 Ca󰁬󰁯󰁲 E󰁳󰁰󰁥󰁣󰃭󰁦󰁩󰁣󰁯 (C󰁥). Pa󰁲a 󰁥󰁬 a󰁧󰁵a, 󰁥󰁳󰁴󰁥 󰁶a󰁬󰁯󰁲 󰁶a󰁲󰃭a 󰁬󰁩󰁧󰁥󰁲a󰁭󰁥󰁮󰁴󰁥 󰁥󰁮󰁴󰁲󰁥 󰁬󰁯󰁳 0󰂺C 󰁹 󰁬󰁯󰁳 100󰂺C, 󰁹 a󰁤󰁯󰁰󰁴a󰁮󰁤󰁯 󰁣󰁯󰁭󰁯 󰁲󰁥󰁦󰁥󰁲󰁥󰁮󰁣󰁩a 󰁳󰁵 󰁶a󰁬󰁯󰁲 a 18󰂺C. C󰁥(H2O) = 4.186 󰁫󰁪/󰁫󰁧󰂰C

EJERCICIOS 󲀢   Ca󰁬 a󰁬󰁣󰁵 󰁣󰁵󰁬a 󰁬a󰁲󰁲 󰁬a 󰁣a 󰁣a󰁮󰁴 󰁮󰁴󰁩󰁤 󰁩󰁤a󰁤 a󰁤 󰁤󰁥 󰁥󰁮 󰁥󰁮󰁥󰁥󰁲󰁧 󰁲󰁧󰃭a 󰃭a a󰁢󰁳󰁯 a󰁢󰁳󰁯󰁲󰁢 󰁲󰁢󰁩󰁤 󰁩󰁤aa a󰁬 󰁥󰁬󰁥 󰁬󰁥󰁶󰁶a󰁲 󰁬a 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁤󰁥 1 L󰁩󰁴󰁲󰁯 󰁤󰁥 a󰁧󰁵a 󰁤󰁥 18󰂰C a 100󰂰C

C󰁥(H2O) = 4.186 󰁫󰁪/󰁫󰁧󰂰C (100󰂰C󰀭18󰂰C) = 343 󰁫󰁪

 

PROPIEDADES TERMODINAMICAS DEL AGUA 󲀢   La 󰁳󰁥󰁧󰁵󰁮󰁤a 󰁦a󰁳󰁥 󰁤󰁥󰁬 󰁰󰁲󰁯󰁣󰁥󰁳󰁯 󰁥󰁳 󰁣󰁯󰁮󰁶󰁥󰁲󰁴󰁩󰁲 󰁥󰁮 󰁶a󰁰󰁯󰁲 󰁥󰁬

a󰁧󰁵a, 󰁵󰁮a 󰁶󰁥󰁺 󰁱󰁵󰁥 󰃩󰁳󰁴a 󰁨a a󰁬󰁣a󰁮󰁺a󰁤󰁯 󰁳󰁵 󰁰󰁵󰁮󰁴󰁯 󰁤󰁥 󰁥󰁢󰁵󰁬󰁬󰁩󰁣󰁩󰃳󰁮. La 󰁥󰁮󰁥󰁲󰁧󰃭a 󰁮󰁥󰁣󰁥󰁳a󰁲󰁩a 󰁰a󰁲a 󰁣󰁯󰁮󰁶󰁥󰁲󰁴󰁩󰁲󰁬a 󰁥󰁮 󰁶a󰁰󰁯󰁲  󰁳󰁥 󰁬󰁬a󰁭a Ca󰁬󰁯󰁲 La󰁴󰁥󰁮󰁴󰁥 󰁤󰁥 Va󰁰󰁯󰁲󰁩󰁺a󰁣󰁩󰃳󰁮: C󰁶(H2O) = 2,257 󰁫󰁪/󰁫󰁧

EJERCICIOS 󲀢   Ca Ca󰁬󰁣 󰁬󰁣󰁵󰁬 󰁵󰁬a󰁲 a󰁲 󰁬a 󰁣a 󰁣a󰁮󰁴 󰁮󰁴󰁩󰁤 󰁩󰁤a󰁤 a󰁤 󰁤󰁥 󰁥󰁮 󰁥󰁮󰁥󰁲 󰁥󰁲󰁧󰃭 󰁧󰃭aa a󰁢 a󰁢󰁳󰁯 󰁳󰁯󰁲󰁢 󰁲󰁢󰁩󰁤 󰁩󰁤aa 󰁰󰁯 󰁰󰁯󰁲󰁲 1 L󰁩 L󰁩󰁴󰁲 󰁴󰁲󰁯 󰁯 a 100󰂰C 󰁰a󰁲a 󰁣󰁯󰁮󰁶󰁥󰁲󰁴󰁩󰁲󰁳󰁥 󰁣󰁯󰁭󰁰󰁬󰁥󰁴a󰁭󰁥󰁮󰁴󰁥 󰁥󰁮 󰁶a󰁰󰁯󰁲 󰁤󰁥 a󰁧󰁵a

C󰁶(H2O) = 2,257 󰁫󰁪/󰁫󰁧 󰁸 1 󰁫󰁧 = 2,257 󰁫󰁪

 

PROPIEDADES TERMODINAMICAS DEL AGUA 󰁴󰁥󰁲󰁣󰁥󰁲a 󰁦a󰁳󰁥 󰁳󰁥 󰁳󰁥 󰁤a 󰁣󰁵a󰁮󰁤󰁯 󰁵󰁮a 󰁶󰁥󰁺 󰁶󰁥󰁺 a󰁬 a󰁬󰁣a󰁮󰁺a󰁤 󰁣a󰁮󰁺a󰁤󰁯 󰁯 󰁥󰁬 󰁥󰁳󰁴a󰁤 󰁥󰁳󰁴a󰁤󰁯 󰁯 󲀢   La 󰁴󰁥󰁲󰁣󰁥󰁲a 󰁧a󰁳󰁥󰁯󰁳󰁯, 󰁬a 󰁭a󰁳a 󰁤󰁥 󰁶a󰁰󰁯󰁲 󰁤󰁥 a󰁧󰁵a a󰁢󰁳󰁯󰁲󰁢󰁥 󰁥󰁮󰁥󰁲󰁧󰃭a 󰁤󰁥󰁬 󰁥󰁮󰁴󰁯󰁲󰁮󰁯. E󰁬 Ca󰁬󰁯󰁲 E󰁳󰁰󰁥󰁣󰃭󰁦󰁩󰁣󰁯 󰁤󰁥󰁬 󰁶a󰁰󰁯󰁲 󰁤󰁥 a󰁧󰁵a 󰁥󰁳 󰁣󰁯󰁭󰁯 󰁳󰁩󰁧󰁵󰁥: C󰁥(H2O) 󰁧 = 4.09 󰁫󰁪/󰁫󰁧󰂰C

EJERCICIOS 󲀢   Ca󰁬 a󰁬󰁣󰁵 󰁣󰁵󰁬a 󰁬a󰁲󰁲 󰁬a 󰁣a 󰁣a󰁮󰁴 󰁮󰁴󰁩󰁤 󰁩󰁤a󰁤 a󰁤 󰁤󰁥 󰁥󰁮 󰁥󰁮󰁥󰁥󰁲󰁧 󰁲󰁧󰃭a 󰃭a a󰁢 a󰁢󰁳󰁯 󰁳󰁯󰁲󰁢 󰁲󰁢󰁩󰁤 󰁩󰁤aa a󰁬 󰁥󰁬󰁥 󰁬󰁥󰁶󰁶a󰁲 󰁬a 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁤󰁥 1 K󰁩󰁬󰁯 󰁤󰁥 Va󰁰󰁯󰁲 Va󰁰󰁯󰁲 󰁤󰁥 a󰁧󰁵a 󰁤󰁥 100󰂰C a 300󰂰C

C󰁥(H2O) 󰁧 = 4.09 󰁫󰁪/󰁫󰁧󰂰C 󰁸 1 󰁫󰁧 󰁸 (300󰂰C 󲀓 100󰂰C) = 818 󰁫󰁪

 

PROPIEDADES TERMODINAMICAS DEL AGUA 󲀢   E󰁬 󰁥󰁦󰁥󰁣󰁴󰁯 󰁥󰁦󰁥󰁣󰁴󰁯 󰁦󰁦󰁩󰁮a󰁬 󰁩󰁮a󰁬 󰁤 󰁤󰁥󰁥 󰁥󰁮󰁦󰁲󰁩a󰁭󰁩󰁥󰁮 󰁥󰁮󰁦󰁲󰁩a󰁭󰁩󰁥󰁮󰁴󰁯 󰁴󰁯 󰁤󰁥 󰁣󰁵a󰁬󰁱󰁵 󰁣󰁵a󰁬󰁱󰁵󰁩󰁥󰁲 󰁩󰁥󰁲 󰁳󰁳󰁵󰁰󰁥󰁲󰁦󰁩 󰁵󰁰󰁥󰁲󰁦󰁩󰁣󰁩󰁥 󰁣󰁩󰁥 󰁱󰁵 󰁱󰁵󰁥󰁥 󰂰C 󰁥󰁳 󰁬a 󰁣a󰁮󰁴󰁩󰁤a󰁤 󰁤󰁥 󰁳󰁥󰁮󰁥󰁲󰁧󰃭a 󰁥 󰁥󰁮󰁣󰁵a󰁢󰁳󰁯󰁲󰁢󰁩󰁤a 󰁥󰁮󰁴󰁲󰁥 󰁰󰁯󰁲 󰁰󰁯󰁲 󰁥󰁮󰁣󰁬a󰁩󰁭󰁳󰁵󰁭a󰁴󰁯󰁲󰁩a a 󰁤󰁥 100󰁤󰁥 󰁦a󰁳󰁥󰁳 a󰁮󰁴󰁥󰁲󰁩󰁯󰁲󰁭󰁥󰁮󰁴󰁥 󰁩󰁮󰁤󰁩󰁣a󰁤a󰁳:

Ea󰁢 = C󰁥(H2O) + C󰁶(H2O) + C󰁥(H2O) 󰁧 Ea󰁢 = E(18󰂰C=>100󰂰C) + E(100󰂰C =>Va󰁰󰁯󰁲) + E(100󰂰C Va󰁰󰁯󰁲 => 300󰂰C Va󰁰󰁯󰁲)

EJERCICIOS 󲀢   Ca󰁬󰁣󰁵󰁬a󰁲 󰁬a 󰁣a󰁮󰁴󰁩󰁤a󰁤 󰁤󰁥 󰁥󰁮󰁥󰁲󰁧󰃭a a󰁢󰁳󰁯󰁲󰁢󰁩󰁤a 󰁯 󰁰󰁯󰁤󰁥󰁲 󰁤󰁥

a󰁢󰁳󰁯󰁲󰁣󰁩󰃳󰁮 󰁥󰁮 󰁤󰁥󰁳󰁵󰁥󰁮󰁥󰁳󰁴a󰁤󰁯 󰁥󰁲󰁧󰃭a 󰁩󰁮󰁩󰁣󰁩a󰁬 󰁤󰁥 󰁵󰁮a 118󰂰LC󰁩󰁴󰁲󰁯 󰁤󰁥 a󰁧󰁵a 󰁱󰁵󰁥 󰁳󰁥 󰁥󰁮󰁣󰁵󰁥󰁮󰁴󰁲a Ea󰁢 = 343 󰁫󰁪 + 2257 󰁫󰁪 + 818 󰁫󰁪 = 3418 󰁫󰁪 = 3.42 󰁭󰁪

 

PROPIEDADES EXTINTORAS DEL AGUA 󰁳󰁵󰁳󰁴a󰁮󰁣󰁩a 󰁮󰁣󰁩a 󰁱󰁵󰁥 a󰁢󰁳󰁯󰁲󰁢󰁥 󰁥󰁬 󰁣a󰁬󰁯󰁲 󰁣a󰁬󰁯󰁲 󰁣󰁯󰁮 󰁭a󰁹󰁯󰁲 󰁭a󰁹󰁯󰁲 󰁥󰁦󰁥󰁣󰁴󰁩󰁶 󰁥󰁦󰁥󰁣󰁴󰁩󰁶󰁩󰁤a󰁤 󰁩󰁤a󰁤 󰁹 󰁭󰁥󰁮󰁯󰁲  󰁭󰁥󰁮󰁯󰁲  󲀢   E󰁬 a󰁧󰁵a 󰁥󰁳 󰁬a 󰁳󰁵󰁳󰁴a 󰁣󰁯󰁳󰁴󰁯. 󲀢   P󰁵󰁥󰁤󰁥

󰁶󰁯󰁬󰁶󰁥󰁲󰁳󰁥 󰁥󰁮 󰁶a󰁰󰁯󰁲 󰁣󰁵a󰁮󰁤󰁯 a󰁢󰁳󰁯󰁲󰁢󰁥 󰁣a󰁬󰁯󰁲, 󰁥󰁳󰁴󰁯 󰁳󰁵󰁣󰁥󰁤󰁥 a󰁰󰁲󰁯󰁸󰁩󰁭a󰁤a󰁭󰁥󰁮󰁴󰁥 a 󰁬󰁯󰁳 100󰁯C (󰁬a 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁤󰁥 󰁥󰁢󰁵󰁬󰁬󰁩󰁣󰁩󰃳󰁮 󰁤󰁥󰁬 a󰁧󰁵a)

󲀢   C󰁵 C󰁵a󰁮 a󰁮󰁤󰁯 󰁤󰁯 󰁵󰁮 󰁬󰁩󰁴󰁲 󰁬󰁩󰁴󰁲󰁯 󰁯 󰁤󰁥 a󰁧󰁵a a󰁧󰁵a 󰁰a󰁳a 󰁰a󰁳a 󰁤󰁥 󰁤󰁥 18󰁯C a 100󰁯C a󰁢󰁳󰁯󰁲󰁢󰁥 340 󰁫󰁪. A 󰁥󰁳󰁴󰁯 󰁬󰁥

󰁬󰁬a󰁭a󰁭󰁯󰁳 CA 󰁬󰁬a󰁭a󰁭󰁯󰁳  CALOR LOR ESPEC󰃍FICO ESPEC󰃍FICO DEL AG AGUA UA.. 󲀢   C󰁵a󰁮󰁤󰁯 󰁥󰁬 a󰁧󰁵a a󰁧󰁵a 󰁣󰁯󰁭󰁩󰁥󰁮󰁺a 󰁣󰁯󰁭󰁩󰁥󰁮󰁺a a 󰁣󰁯󰁮󰁶󰁥󰁲󰁴󰁩󰁲󰁳 󰁣󰁯󰁮󰁶󰁥󰁲󰁴󰁩󰁲󰁳󰁥󰁥 󰁥󰁮 󰁶a󰁰󰁯󰁲 󰁶a󰁰󰁯󰁲,, 󰁮󰁯 󰁰󰁲󰁯󰁤󰁵󰁣󰁥 󰁰󰁲󰁯󰁤󰁵󰁣󰁥 󰁵󰁮 󰁵󰁮 a󰁵󰁭󰁥󰁮󰁴󰁯 a󰁵󰁭󰁥󰁮󰁴󰁯 󰁤󰁥

󰁬a 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁳󰁩󰁮󰁯 󰁵󰁮a 󰁴a󰁳a 󰁤󰁥 󰁥󰁶a󰁰󰁯󰁲a󰁣󰁩󰃳󰁮 󰁭a󰁹󰁯󰁲 󰁹 󰁵󰁮a 󰁲󰁥󰁤󰁵󰁣󰁣󰁩󰃳󰁮 󰁤󰁥󰁬 󰁶󰁣󰁯󰁮󰁶󰁥󰁲󰁴󰁩󰁤󰁯 󰁯󰁬󰁵󰁭 󰁯󰁬 󰁵󰁭󰁥󰁮 󰁥󰁮 󰁤󰁥 󰁤󰁥󰁬 󰁬 󰁬󰃭 󰁬󰃭󰁱󰁵 󰁱󰁵󰁩󰁤 󰁩󰁤󰁯. 󰁯. 󰁥󰁬C󰁵a 󰁵a󰁮󰁤 󰁮󰁤󰁯 󰁯󰁨a󰁢󰁲󰃡 󰁬a 󰃺󰁬 󰃺󰁬󰁴󰁩 󰁴󰁩󰁭 󰁭a 󰁧󰁯 󰁧󰁯󰁴a 󰁴a 2,250 󰁤󰁥 a󰁧 a󰁧󰁵a 󰁵a A󰁨󰁩 󰁨󰁩󰁲󰁶 󰁲󰁶󰁩󰁥 󰁩󰁥󰁮󰁤 󰁮󰁤󰁯 󰁳󰁥 󰁨a 󰁨a󰁹a 󰁹a 󰁥󰁮 󰁶a󰁰󰁯󰁲, a󰁧󰁵a a󰁢󰁳󰁯󰁲󰁢󰁩󰁤󰁯 󰁫󰁪. 󰁥󰁳󰁴󰁯 󰁬󰁥󰁯󰁬󰁬a󰁭a󰁭󰁯󰁳 CALOR LATENTE DE VAPORIZACI󰃓N. VAPORIZACI󰃓N. 󲀢   󰁥󰁮󰁦󰁲󰁩a󰁭󰁩󰁥󰁮󰁴󰁯. F󰁩󰁮a󰁬󰁭󰁥󰁮󰁴󰁥 F󰁩󰁮a󰁬󰁭󰁥 󰁮󰁴󰁥 󰁥󰁬 󰁥󰁬 󰁶a󰁰󰁯󰁲 󰁶a 󰁤󰁥 a󰁧󰁵a 󰁴a󰁭󰁢󰁩󰃩󰁮 󰁴󰁤󰁥 a󰁭󰁢󰁩󰃩󰁮 a󰁢󰁳󰁯󰁲󰁢󰁥 󰁥󰁮󰁥󰁲󰁧󰃭 󰁥󰁮󰁥󰁲󰁧󰃭a a 󰁹 󰁰󰁯󰁲󰁤󰁥󰁬󰁯100 󰁴a󰁮󰁴󰁯 󰁰󰁲 E󰁬 󰁰󰁯󰁲 󰁩󰁮󰁣󰁲󰁥󰁭󰁥󰁮󰁴󰁯 󰁬a 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁤󰁥󰁬 󰁶a󰁰󰁯󰁲 󰂰C 󰁰󰁲󰁯󰁤󰁵󰁣󰁥 a 󰁯󰁤󰁵󰁣󰁥 300󰂰C

󰁣󰁯󰁭󰁯 󰁣󰁯󰁮󰁳󰁥󰁣󰁵󰁥󰁮󰁣󰁩a 󰁤󰁥 󰁬a 󰁰󰁲󰁥󰁳󰁥󰁮󰁣󰁩a 󰁤󰁥 󰁭a󰁴󰁥󰁲󰁩a󰁬󰁥󰁳 󰁥󰁮 󰁬󰁬a󰁭a󰁳 󰁰󰁯󰁲 󰁥󰁮󰁣󰁩󰁭a 󰁤󰁥 300󰂰C, 󰁰󰁲󰁯󰁤󰁵󰁣󰁥 󰁵󰁮a a󰁢󰁳󰁯󰁲󰁣󰁩󰃳󰁮 󰁤󰁥 󰁥󰁮󰁥󰁲󰁧󰃭a 󰁤󰁥 810 󰁫J. A 󰁥󰁳󰁴󰁯 󰁬󰁥 󰁬󰁬a󰁭a󰁭󰁯󰁳 CALOR ESPEC󰃍FICO DEL VAPOR. VAPOR.

 

PROPIEDADES EXTINTORAS DEL AGUA

3418 󰁫󰁪 󰁫󰁪 󰁤󰁥 󰁬󰁯󰁳 󲀢   La a󰁢󰁳󰁯󰁲󰁣󰁩󰃳󰁮 󰁴󰁯󰁴a󰁬 󰁤󰁥 󰁣a󰁬󰁯󰁲 󰁰󰁲󰁯󰁤󰁵󰁣󰁩󰁤a 󰁰󰁯󰁲 󰁵󰁮 󰁬󰁩󰁴󰁲󰁯 󰁤󰁥 a󰁧󰁵a 󰁥󰁳 󰁤󰁥 3418 󰁣󰁵a󰁬󰁥󰁳 󰁬a 󰁰󰁯󰁲󰁣󰁩󰃳󰁮 󰁭󰃡󰁳 󰁳󰁩󰁧󰁮󰁩󰁦󰁩󰁣a󰁴󰁩󰁶a 󰁥󰁳 󰁣󰁵a󰁮󰁤󰁯 󰁥󰁬 a󰁧󰁵a 󰁳󰁥 󰁣󰁯󰁮󰁶󰁩󰁥󰁲󰁴󰁥 󰁥󰁮 󰁶a󰁰󰁯󰁲  󰁤󰁥󰁳󰁰󰁵󰃩󰁳 󰁤󰁥 󰁨a󰁢󰁥󰁲 󰁬󰁬󰁥󰁧a󰁤󰁯 a 󰁳󰁵 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁤󰁥 󰁥󰁢󰁵󰁬󰁬󰁩󰁣󰁩󰃳󰁮. 󲀢   La 󰁣󰁯󰁮󰁣󰁬󰁵󰁳󰁩󰃳󰁮 󰁭󰃡󰁳 󰁳󰁩󰁧󰁮󰁩󰁦󰁩󰁣a󰁴󰁩󰁶a 󰁱󰁵󰁥 󰁮󰁯󰁳 󰁰󰁥󰁲󰁭󰁩󰁴󰁥 󰁯󰁢󰁴󰁥󰁮󰁥󰁲 󰁥󰁬 󰁥󰁬 󰁣a󰁬󰁣󰁵󰁬󰁯 a󰁮󰁴󰁥󰁲󰁩󰁯󰁲 󰁥󰁳

󰁱󰁵󰁥 󰁬a 󰁭󰃡󰁸󰁩󰁭a a󰁣󰁣󰁩󰃳󰁮 󰁥󰁮󰁦󰁲󰁩a󰁤󰁯󰁲a 󰁤󰁥󰁬 a󰁧󰁵a 󰁳󰁥 󰁤a 󰁣󰁵a󰁮󰁤󰁯 󰁳󰁵 󰁶󰁯󰁬󰁵󰁭󰁥󰁮 󰁬󰁩󰁱󰁵󰁩󰁤󰁯 󰁳󰁥 󰁣󰁯󰁮󰁶󰁩󰁥󰁲󰁴󰁥 󰁣󰁯󰁭󰁰󰁬󰁥󰁴a󰁭󰁥󰁮󰁴󰁥 󰁥󰁮 󰁶a󰁰󰁯󰁲 󰁶a󰁰󰁯󰁲.. CURVA DE POTENCIA DE INCENDIO ABSORBIDA SEG󰃚N EL CAUDAL

Ea󰁢 = (343+2.257) / 343 = 7.58 La a󰁢󰁳 󰁢󰁳󰁯󰁲 󰁯󰁲󰁣󰁣󰁩󰃳󰁮 󰁤󰁥 󰁥󰁮󰁥 󰁮󰁥󰁲󰁲󰁧󰃭 󰁧󰃭aa 󰁥󰁳 7.58 󰁶󰁥󰁣󰁥󰁳 󰁭a󰁹󰁯󰁲 󰁳󰁩 󰁳󰁥 󰁣󰁯󰁮󰁳󰁩󰁧󰁵󰁥 󰁬a 󰁥󰁶a󰁰󰁯󰁲a󰁣󰁩󰃳󰁮 󰁤󰁥 a󰁧󰁵a

 

PROPIEDADES EXTINTORAS DEL AGUA

 

EFECTO DILUSI󰃓N E INERTIZACION DEL VAPOR DE AGUA 󰁭󰁯󰁬󰃩󰁣󰁵󰁬a 󰁤󰁥 a󰁧󰁵a 󰁬󰃭󰁱󰁵󰁩󰁤a 󰁬󰃭󰁱󰁵󰁩󰁤a 󰁳󰁥 󰁥󰁸󰁰a󰁮󰁤󰁥 󰁥󰁸󰁰a󰁮󰁤󰁥 1600 󰁶󰁥󰁣󰁥󰁳 󰁶󰁥󰁣󰁥󰁳 󰁣󰁵a󰁮󰁤󰁯 󰁣󰁵a󰁮󰁤󰁯 󰁳󰁥 󰁣󰁯󰁮󰁶󰁩󰁥 󰁣󰁯󰁮󰁶󰁩󰁥󰁲󰁴󰁥 󰁲󰁴󰁥 󰁥󰁮 󰁥󰁮 󲀢   U󰁮 󰁭󰁯󰁬󰃩󰁣󰁵󰁬a 󰁶a󰁰󰁯󰁲.. U󰁮 󰁬󰁩󰁴󰁲󰁯 󰁤󰁥 a󰁧󰁵a 󰁰󰁲󰁯󰁤󰁵󰁣󰁩󰁲󰃡 1.6 󰁭3 󰁤󰁥 󰁶a󰁰󰁯󰁲. 󰁶a󰁰󰁯󰁲 󰁧󰁥󰁮󰁥󰁲a󰁣󰁩 󰁣󰁩󰃳󰁮 󰃳󰁮 󰁤󰁥 󰁶a󰁰󰁯󰁲 󰁶a󰁰󰁯󰁲 󰁥󰁳 󰁣󰁲󰁵󰁣󰁩 󰁣󰁲󰁵󰁣󰁩a󰁬 a󰁬 󰁰a󰁲a 󰁥󰁸󰁴󰁩󰁮󰁧 󰁥󰁸󰁴󰁩󰁮󰁧󰁵󰁩󰁲 󰁵󰁩󰁲 󰁵󰁮 󰁩󰁮 󰁩󰁮󰁣󰁥 󰁣󰁥󰁮󰁤󰁩 󰁮󰁤󰁩󰁯, 󰁯, 󰁳󰁯󰁢󰁲󰁥 󰁳󰁯󰁢󰁲󰁥 󰁴󰁯󰁤 󰁴󰁯󰁤󰁯 󰁯 󲀢   La 󰁧󰁥󰁮󰁥󰁲a 󰁣󰁵a󰁮󰁤󰁯 󰁥󰁬 󰁩󰁮󰁣󰁥󰁮󰁤󰁩󰁯 󰁳󰁥 󰁥󰁮󰁣󰁵󰁥󰁮󰁴󰁲a 󰁥󰁮 󰁵󰁮 󰁥󰁳󰁰a󰁣󰁩󰁯 󰁣󰁯󰁮󰁦󰁩󰁮a󰁤󰁯. A MEDIDA QUE LA TEMPERATURA AUMENTA, ESTA EXPANSI󰃓N ES A󰃚N MAYOR

EFECTO DE ENFRIAMIENTO Y DILUCI󰃓N MEDIANTE APLICACI󰃓N DE AGUA

 

EFECTO DILUSI󰃓N DEL AGUA EFECTO DEL VAPOR DE AGUA

CONDICIONES PREVIAS A UNA EXPLOSION

SOBRE LAS CONDICIONES DE UN INCENDIO

DE HUMO

DOS EFECTOS PRINCIPALES 󲀢   E󰁬 󰁰󰁲󰁩󰁭󰁥󰁲󰁯 󰁰󰁲󰁩󰁭󰁥󰁲󰁯 󰁤󰁥 󰁤󰁥 󰁥󰁬󰁬󰁯󰁳 󰁥󰁳 󰁱󰁵󰁥 󰁱󰁵󰁥 󰁥󰁬 󰁶a󰁰󰁯󰁲 󰁤󰁥󰁬 󰁤󰁥󰁬 a󰁧󰁵a a󰁧 󰁵a 󰁩󰁮 󰁩󰁮󰁣󰁲󰁥 󰁣󰁲󰁥󰁭󰁥 󰁭󰁥󰁮󰁴a 󰁮󰁴a 󰁥󰁬 󰁶󰁯 󰁶󰁯󰁬󰁵 󰁬󰁵󰁭󰁥󰁮 󰁭󰁥󰁮 󰁤󰁥 󰁤󰁥󰁬󰁬 a󰁧 a󰁧󰁵a 󰁵a 󰁬󰃭󰁱󰁵󰁩󰁤a 󰁥󰁮 1600 󰁶󰁥󰁣󰁥󰁳 a 100󰂰C 󰁹 󰁳 󰁥 󰁥󰁸󰁰a󰁮󰁤󰁥 a󰃺󰁮 󰁭󰃡󰁳 a 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a󰁳 󰁳󰁵󰁰󰁥󰁲󰁩󰁯󰁲󰁥󰁳 (󰁰󰁯󰁲 󰁥󰁪󰁥󰁭󰁰󰁬󰁯 2520 󰁶󰁥󰁣󰁥󰁳 a 300󰂰C), 󰁥󰁳󰁴󰁥 󰁥󰁦󰁥󰁣󰁴󰁯 󰁥󰁳 󰁭󰁵󰁹 󰁩󰁭󰁰󰁯󰁲󰁴a󰁮󰁴󰁥 󰁰󰁯󰁲󰁱󰁵󰁥 󰁤󰁥󰁳󰁰󰁬a󰁺a 󰁥󰁬 󰁯󰁸󰃭󰁧󰁥󰁮󰁯 󰁱󰁵󰁥 󰁲󰁥󰁱󰁵󰁩󰁥󰁲󰁥 󰁬a 󰁣󰁯󰁭󰁢󰁵󰁳󰁴󰁩󰃳󰁮. 󲀢   E󰁬 󰁳󰁥󰁧󰁵 󰁳󰁥󰁧󰁵󰁮󰁤 󰁮󰁤󰁯 󰁯 󰁤󰁥 󰁥󰁬 󰁥󰁬󰁬󰁯 󰁬󰁯󰁳󰁳 󰁥󰁳 󰁱󰁵󰁥 a󰁤󰁥󰁭 a󰁤󰁥󰁭󰃡󰁳 󰃡󰁳 󰁣󰁯󰁮󰁶󰁩󰁥󰁲󰁴󰁥 󰁥󰁮 󰁩󰁮󰁥󰁲󰁴󰁥 󰁥󰁬 a󰁭󰁢󰁩󰁥󰁮󰁴󰁥, 󰁳󰁩󰁥󰁮󰁤󰁯 󰁬a 󰁩󰁮󰁥󰁲󰁴 󰁲󰁴󰁩󰁩󰁺a󰁣󰁩 󰁣󰁩󰃳󰁮 󰃳󰁮 󰁵󰁮 󰁰󰁲󰁯󰁣󰁥 󰁣󰁥󰁳󰁳󰁯 󰁴a󰁭 a󰁭󰁢󰁩 󰁢󰁩󰃩󰃩󰁮 󰁩󰁭󰁰󰁯󰁲󰁴a󰁮󰁴󰁥, 󰁹a 󰁱󰁵󰁥 󰁤󰁩󰁬󰁵󰁹󰁥 󰁬a 󰁭󰁥󰁺󰁣󰁬a 󰁤󰁥 󰁧a󰁳󰁥󰁳 󰁩󰁮󰁦 󰁮󰁦󰁬󰁬a󰁭a󰁢 a󰁢󰁬󰁬󰁥󰁳 󰁱󰁵 󰁱󰁵󰁥󰁥 󰁳󰁯󰁰󰁯󰁲󰁴a󰁮 󰁬a 󰁣󰁯󰁭󰁢󰁵󰁳󰁴󰁩󰃳󰁮

 

EL TAMA󰃑O LAS GOTAS GOT AS DELDE AGUA a󰁰󰁯󰁲 󰁯󰁲󰁩󰁺 󰁩󰁺a󰁣 a󰁣󰁩󰃳 󰁩󰃳󰁮 󰁮 󰁤󰁥 󰁤󰁥󰁬󰁬 a󰁧 a󰁧󰁵a 󰁵a 󰁹 󰁰󰁯 󰁰󰁯󰁲󰁲 󰁬󰁯 󰁴a 󰁴a󰁮󰁴 󰁮󰁴󰁯 󰁯 󰁳󰁵 a󰁢󰁳󰁯󰁲 a󰁢󰁳󰁯󰁲󰁣󰁩 󰁣󰁩󰃳󰁮 󰃳󰁮 󰁤󰁥 󰁣a󰁬󰁯󰁲 󰁣a󰁬󰁯󰁲,, 󰁥󰁳 󲀢   La 󰁶a󰁰 󰁭a󰁹󰁯󰁲 󰁣󰁵a󰁮󰁤󰁯 󰁳󰁵󰁳 󰁰a󰁲󰁴󰃭󰁣󰁵󰁬a󰁳 󰁭󰃡󰁳 󰁰󰁥󰁱󰁵󰁥󰃱a󰁳, 󰁥󰁳󰁴󰁯 󰁳󰁥 󰁰󰁵󰁥󰁤󰁥 󰁬󰁯󰁧󰁲a󰁲 󰁭󰁥󰁤󰁩a󰁮󰁴󰁥 󰁥󰁬 󰁵󰁳󰁯 󰁤󰁥󰁬󰁬󰁩󰁱󰁵󰁩󰁤a󰁳 a󰁧󰁵a 󰁥󰁮󰁳󰁯󰁮 󰁦󰁯󰁲󰁭a 󰁤󰁥 󰁮󰁩󰁥󰁢󰁬a 󰁯 󰁲󰁯󰁣󰃭󰁯. 󲀢   L󰁯 L󰁯󰁳󰁳 󰁰󰁩 󰁰󰁩󰁴󰁯 󰁴󰁯󰁮󰁥 󰁮󰁥󰁳󰁳 󰁤󰁥 󰁮󰁩 󰁮󰁩󰁥󰁢 󰁥󰁢󰁬a 󰁬a 󰁨a󰁮 󰁶󰁵󰁥 󰁵󰁥󰁬󰁴 󰁬󰁴󰁯 󰁯 󰁯󰁢 󰁯󰁢󰁳󰁯 󰁳󰁯󰁬󰁥 󰁬󰁥󰁴󰁯 󰁴󰁯 a 󰁬󰁯 󰁬󰁯󰁳󰁳 󰁤󰁥 󰁣󰁨󰁯󰁲󰁲 󰁣󰁨󰁯󰁲󰁲󰁯 󰁯 󰁤󰁩 󰁤󰁩󰁲󰁥 󰁲󰁥󰁣󰁴 󰁣󰁴󰁯 󰁯

(󰁭󰃩󰁴󰁯󰁤󰁯 󰁩󰁮󰁥󰁦󰁥󰁣󰁴󰁩󰁶󰁯 󰁰a󰁲a 󰁣󰁯󰁮󰁴󰁲󰁯󰁬a󰁲 󰁩󰁮󰁣󰁥󰁮󰁤󰁩󰁯󰁳). 󲀢   La 󰁣a󰁰a󰁣 󰁣a󰁰a󰁣󰁩󰁤a 󰁩󰁤a󰁤 󰁤 󰁤󰁥 a󰁢󰁳󰁯󰁲󰁣󰁩 a󰁢󰁳󰁯󰁲󰁣󰁩󰃳󰁮 󰃳󰁮 󰁤󰁥 󰁣a󰁬󰁯󰁲 󰁣a󰁬󰁯󰁲 󰁰󰁲󰁯󰁤󰁵󰁣󰁩 󰁰󰁲󰁯󰁤󰁵󰁣󰁩󰁤a 󰁤a 󰁰󰁯󰁲 󰁵󰁮 󰁶󰁯󰁬󰁵󰁭 󰁶󰁯󰁬󰁵󰁭󰁥󰁮 󰁥󰁮 󰁤a󰁤󰁯

󰁤󰁥 a󰁧󰁵a 󰁥󰁮 󰁦󰁯󰁲󰁭a 󰁤󰁥 󰁲󰁯󰁣󰃭󰁯 󰁥󰁳 󰁭󰁵󰁣󰁨a󰁳 󰁶󰁥󰁣󰁥󰁳 󰁳󰁵󰁰󰁥󰁲󰁩󰁯󰁲 󰁱󰁵󰁥 󰁬a 󰁤󰁥 󰁵󰁮 󰁣󰁨󰁯󰁲󰁲󰁯 󰁣󰁯󰁭󰁰a󰁣󰁴󰁯, 󰁤󰁥󰁢󰁩󰁤󰁯 󰁰󰁲󰁩󰁮󰁣󰁩󰁰a󰁬󰁭󰁥󰁮󰁴󰁥 a 󰁱󰁵󰁥 󰁥󰁬 a󰁧󰁵a 󰁥󰁮 󰁰a󰁲󰁴󰃭󰁣󰁵󰁬a󰁳 󰁰󰁥󰁱󰁵󰁥󰃱a󰁳 a󰁢󰁳󰁯󰁲󰁢󰁥 󰁭󰃡󰁳 󰁲󰃡󰁰󰁩󰁤󰁯 󰁥󰁬 󰁣a󰁬󰁯󰁲 󰁱󰁵󰁥 󰁣󰁵a󰁮󰁤󰁯 󰁥󰁳󰁴󰃡 󰁥󰁮 󰁣󰁨󰁯󰁲󰁲󰁯󰁳. 󲀢   A󰁮󰁴󰁩󰁧󰁵a󰁭󰁥󰁮󰁴󰁥 󰁮󰁯 󰁳󰁥 󰁣󰁯󰁮󰁴a󰁢a 󰁣󰁯󰁮 󰁥󰁳󰁴󰁥 󰁴󰁩󰁰󰁯 󰁤󰁥 󰁰󰁩󰁴󰁯󰁮󰁥󰁳 󰁹 󰁥󰁬

󰁤󰁥󰁳󰁳󰁣󰁵 󰁤󰁥 󰁣󰁵󰁢󰁲 󰁢󰁲󰁩󰁭 󰁩󰁭󰁩󰁥 󰁩󰁥󰁮󰁴 󰁮󰁴󰁯 󰁯 󰁤󰁥 󰁤󰁥󰁬󰁬 󰁰󰁩 󰁰󰁩󰁴󰃳 󰁴󰃳󰁮 󰁮 󰁤󰁥 󰁮󰁩 󰁮󰁩󰁥󰁥󰁢󰁬 󰁢󰁬aa 󰁰󰁯 󰁰󰁯󰁤󰁲 󰁤󰁲󰃭a 󰃭a 󰁣󰁯󰁮 󰁯󰁮󰁳󰁩 󰁳󰁩󰁤󰁥 󰁤󰁥󰁲a 󰁲a󰁲󰁳 󰁲󰁳󰁥󰁥 󰁥󰁬 󰁭󰃡 󰁭󰃡󰁳󰁳 󰁩󰁭󰁰󰁯󰁲󰁴a󰁮󰁴󰁥 󰁤󰁥󰁳󰁤󰁥 󰁥󰁬 a󰁤󰁶󰁥󰁮󰁩󰁭󰁩󰁥󰁮󰁴󰁯 󰁤󰁥 󰁬a󰁳 󰁢󰁯󰁭󰁢a󰁳 󰁣󰁯󰁮󰁴󰁲a 󰁩󰁮󰁣󰁥󰁮󰁤󰁩󰁯󰁳.

 

EL TAMA󰃑O LAS GOTAS GOT AS DELDE AGUA 󲀢   La La󰁳󰁳 󰁴󰃩 󰁴󰃩󰁣󰁮 󰁣󰁮󰁩󰁣 󰁩󰁣aa󰁳 󰁭󰁯󰁤 󰁯󰁤󰁥󰁥󰁲󰁮 󰁲󰁮aa󰁳 󰁤󰁥 󰁣󰁯󰁭 󰁯󰁭󰁢 󰁢a󰁴󰁥 󰁤󰁥 󰁩󰁮󰁣 󰁮󰁣󰁥󰁥󰁮󰁤 󰁮󰁤󰁩󰁯 󰁩󰁯󰁳󰁳 󰁥󰁮 󰁩󰁮 󰁩󰁮󰁴󰁴󰁥󰁲 󰁥󰁲󰁩󰁯 󰁩󰁯󰁲󰁥 󰁲󰁥󰁳󰁳

󰁰󰁯󰁳󰁴󰁵󰁬a󰁮 a󰁧󰁵a 󰁦󰁯󰁲󰁭a 󰁤󰁥 󰁮󰁥󰁢󰁬󰁩󰁮a 󰁤󰁥󰁢󰁥 a󰁰󰁬󰁩󰁣a󰁲 󰁩󰁮󰁤󰁩󰁲󰁥󰁣󰁴a,󰁱󰁵󰁥 󰁥󰁳 󰁥󰁬 󰁤󰁥󰁣󰁩󰁲 󰁮󰁯󰁥󰁮󰁤󰁩󰁲󰁥󰁣󰁴a󰁭󰁥󰁮󰁴󰁥 a 󰁬a󰁳󰁳󰁥󰁬󰁬a󰁭a󰁳 󰁳󰁩󰁮󰁯 a 󰁤󰁥 󰁬a󰁳󰁭a󰁮󰁥󰁲a 󰁰a󰁲󰁴󰁥󰁳 󰁳󰁵󰁰󰁥󰁲󰁩󰁯󰁲󰁥󰁳 󰁤󰁥 󰁬󰁯󰁳 󰁥󰁳󰁰a󰁣󰁩󰁯󰁳 󰁣󰁯󰁮󰁦󰁩󰁮a󰁤󰁯󰁳, 󰁰󰁵󰁥󰁳 󰁥󰁳 a󰁬󰁬󰃭 󰁤󰁯󰁮󰁤󰁥 󰁳󰁥 󰁣󰁯󰁮󰁣󰁥󰁮󰁴󰁲a 󰁥󰁬 󰁣a󰁬󰁯󰁲. 󲀢   E󰁳󰁴a 󰁩󰁮󰁹󰁥󰁣󰁣󰁩󰃳󰁮 󰁤󰁥 a󰁧󰁵a 󰁥󰁮 󰁰a󰁲󰁴󰃭󰁣󰁵󰁬a󰁳 󰁦󰁩󰁮a󰁭󰁥󰁮󰁴󰁥 󰁤󰁩󰁶󰁩󰁤󰁩󰁤a󰁳 󰁰󰁲󰁯󰁤󰁵󰁣󰁥 󰁵󰁮a

󰁲󰃡󰁰󰁩󰁤a 󰁧󰁥󰁮󰁥󰁲a󰁣󰁩󰃳󰁮 󰁤󰁥 󰁶a󰁰󰁯󰁲, 󰁹 󰁬a󰁳 󰁰a󰁲󰁴󰃭󰁣󰁵󰁬a󰁳 󰁤󰁥 a󰁧󰁵a 󰁮󰁯 󰁶a󰁰󰁯󰁲󰁩󰁺a󰁤a󰁳 󰁣a󰁥󰁮 a 󰁬a󰁳 󰁰a󰁲󰁴󰁥󰁳 󰁩󰁮󰁦󰁥󰁲󰁩󰁯󰁲󰁥󰁳, 󰁤󰁯󰁮󰁤󰁥 󰁳󰁥 󰁥󰁮󰁣󰁵󰁥󰁮󰁴󰁲a󰁮 󰁬󰁯󰁳 󰁣󰁯󰁭󰁢󰁵󰁳󰁴󰁩󰁢󰁬󰁥󰁳 󰁥󰁮 󰁬󰁬a󰁭a󰁳, 󰁰󰁲󰁯󰁤󰁵󰁣󰁩󰃩󰁮󰁤󰁯󰁳󰁥 󰁭󰃡󰁳 󰁶a󰁰󰁯󰁲 󰁥 󰁩󰁮󰁣󰁲󰁥󰁭󰁥󰁮󰁴󰃡󰁮󰁤󰁯󰁳󰁥 󰁥󰁬 󰁥󰁮󰁦󰁲󰁩a󰁭󰁩󰁥󰁮󰁴󰁯. 󲀢   E󰁬 󰁤󰁥 󰁤󰁥󰁳󰁰 󰁳󰁰󰁬a 󰁬a󰁺a 󰁺a󰁭󰁩 󰁭󰁩󰁥󰁮 󰁥󰁮󰁴󰁯 󰁴󰁯 󰁤󰁥 󰁤󰁥󰁬󰁬 󰁶a󰁰 a󰁰󰁯󰁲 󰁯󰁲 󰁨a 󰁨a󰁣󰁩 󰁣󰁩aa a󰁦 a󰁦󰁵󰁥 󰁵󰁥󰁲a 󰁲a 󰁤󰁥 󰁤󰁥󰁬󰁬 󰁥󰁳 󰁥󰁳󰁰a 󰁰a󰁣󰁩 󰁣󰁩󰁯 󰁯 󰁣󰁯 󰁣󰁯󰁮󰁦 󰁮󰁦󰁩󰁮 󰁩󰁮a󰁤 a󰁤󰁯 󰁯

(󰁭󰁥󰁪󰁯󰁲 󰁤󰁩󰁣󰁨󰁯, 󰁨a󰁣󰁩a 󰁬a a󰁴󰁭󰃳󰁳󰁦󰁥󰁲a) 󰁰󰁲󰁯󰁤󰁵󰁣󰁩󰁲󰃡 󰁬a 󰁣a󰃭󰁤a 󰁰a󰁵󰁬a󰁴󰁩󰁮a 󰁤󰁥 󰁬a 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a a󰁬 󰁩󰁮󰁴󰁥󰁲󰁩󰁯󰁲 󰁤󰁥 󰁤󰁩󰁣󰁨󰁯 󰁥󰁳󰁰a󰁣󰁩󰁯 󰁹 󰁥󰁬 a󰁵󰁭󰁥󰁮󰁴󰁯 󰁤󰁥 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 a󰁴󰁭󰁯󰁳󰁦󰃩󰁲󰁩󰁣a.

 

EL TAMA󰃑O LAS GOTAS GOT AS DELDE AGUA 󲀢   E󰁬 a󰁵󰁭󰁥󰁮󰁴󰁯 a󰁵󰁭󰁥󰁮󰁴󰁯 󰁤󰁥 󰁬a 󰁰󰁲󰁥 󰁰󰁲󰁥󰁳󰁩󰃳 󰁳󰁩󰃳󰁮 󰁮 a󰁴󰁭 a󰁴󰁭󰁯󰁳 󰁯󰁳󰁦󰃩 󰁦󰃩󰁲󰁩󰁣 󰁲󰁩󰁣aa 󰁤󰁥󰁮 󰁤󰁥󰁮󰁴󰁲󰁯 󰁴󰁲󰁯 󰁤󰁥󰁬 󰁥󰁳󰁰a󰁣󰁩 󰁥󰁳󰁰a󰁣󰁩󰁯 󰁯 󰁣󰁯󰁮󰁦󰁩󰁮a󰁤 󰁣󰁯󰁮󰁦󰁩󰁮a󰁤󰁯 󰁯

󰁳󰁥󰁲󰃡 󰁳󰁵󰁰󰁥󰁲󰁩󰁯󰁲 a a󰁱󰁵󰁥󰁬󰁬a 󰁦󰁵󰁥󰁲a 󰁤󰁥 󰁤󰁩󰁣󰁨󰁯 󰁥󰁳󰁰a󰁣󰁩󰁯, 󰁩󰁭󰁰󰁩󰁤󰁩󰁥󰁮󰁤󰁯 󰁬a 󰁥󰁮󰁴󰁲a󰁤a 󰁤󰁥 󰁯󰁸󰁩󰁧󰁥󰁮󰁯 󰁨a󰁳󰁴a 󰁵󰁮 󰁰󰁯󰁲󰁣󰁥󰁮󰁴a󰁪󰁥 󰁴a󰁬 󰁱󰁵󰁥 󰁰󰁵󰁥󰁤a 󰁳󰁥󰁲 󰁩󰁮󰁳󰁵󰁦󰁩󰁣󰁩󰁥󰁮󰁴󰁥 󰁬a 󰁰󰁲󰁯󰁤󰁵󰁣󰁣󰁩󰃳󰁮 󰁤󰁥 󰁬󰁬a󰁭a. 󲀢   E󰁳󰁴a 󰁤󰁩󰁳󰁴󰁵󰁲󰁢a󰁮󰁣󰁩a 󰁣󰁯󰁮󰁴󰁩󰁮󰃺a 󰁨a󰁳󰁴a 󰁱󰁵󰁥 󰁬a 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁳󰁥 󰁨a󰁹a 󰁲󰁥󰁤󰁵󰁣󰁩󰁤󰁯

a 100󰁯C, 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁥󰁮 󰁬a 󰁣󰁵a󰁬 󰁥󰁬 a󰁧󰁵a 󰁤󰁥󰁪a 󰁤󰁥 󰁨󰁥󰁲󰁶󰁩󰁲 󰁹 󰁰󰁯󰁲 󰁬󰁯 󰁴a󰁮󰁴󰁯 󰁣󰁥󰁳a 󰁬a 󰁧󰁥󰁮󰁥󰁲a󰁣󰁩󰃳󰁮 󰁤󰁥 󰁶a󰁰󰁯󰁲.

󲀢   A󰁬 󰁣󰁥󰁳a󰁲 󰁣󰁥󰁳a󰁲 󰁬a 󰁧󰁥󰁮󰁥󰁲a󰁣󰁩 󰁧󰁥󰁮󰁥󰁲a󰁣󰁩󰃳󰁮 󰃳󰁮 󰁤󰁥 󰁶a󰁰󰁯󰁲 󰁶a󰁰󰁯󰁲 󰁳󰁥 󰁩󰁮󰁩󰁣󰁩a 󰁩󰁮󰁩󰁣󰁩a 󰁥󰁬 󰁩󰁮󰁧󰁲󰁥󰁳 󰁩󰁮󰁧󰁲󰁥󰁳󰁯 󰁯 󰁤󰁥 a󰁩󰁲󰁥 󰁦󰁲󰁥󰁳󰁣 󰁦󰁲󰁥󰁳󰁣󰁯 󰁯 a󰁬

󰁩󰁮󰁴󰁥󰁲󰁩󰁯󰁲 󰁤󰁥󰁬 󰁥󰁳󰁰a󰁣󰁩󰁯 󰁣󰁯󰁮󰁦󰁩󰁮a󰁤󰁯. E󰁮 󰁥󰁳󰁴󰁥 󰁭󰁯󰁭󰁥󰁮󰁴󰁯 󰁬a 󰁩󰁮󰁹󰁥󰁣󰁣󰁩󰃳󰁮 󰁤󰁥 󰁮󰁩󰁥󰁢󰁬a 󰁤󰁥 a󰁧󰁵a 󰁰󰁯󰁲 󰁭󰁥󰁤󰁩󰁯 󰁤󰁥󰁬 a󰁴a󰁱󰁵󰁥 󰁩󰁮󰁤󰁩󰁲󰁥󰁣󰁴󰁯 󰁤󰁥󰁢󰁥 󰁳󰁥󰁲 󰁤󰁥󰁴󰁥󰁮󰁩󰁤a 󰁹 a󰁰󰁲󰁯󰁶󰁥󰁣󰁨a󰁮󰁤󰁯 󰁥󰁬 󰁩󰁮󰁧󰁲󰁥󰁳󰁯 󰁤󰁥 a󰁩󰁲󰁥 󰁦󰁲󰁥󰁳󰁣󰁯 a󰁬 󰁩󰁮󰁴󰁥󰁲󰁩󰁯󰁲 󰁹 󰁬a󰁳 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a󰁳 󰁲󰁥󰁬a󰁴󰁩󰁶a󰁭󰁥󰁮󰁴󰁥 󰁢a󰁪a󰁳, 󰁳󰁥 󰁤󰁥󰁢󰁥 󰁩󰁮󰁩󰁣󰁩a󰁲 󰁥󰁬 󰁩󰁮󰁧󰁲󰁥󰁳󰁯 󰁤󰁥 󰁬󰁯󰁳 󰁰󰁩󰁴󰁯󰁮󰁥󰁲󰁯󰁳 a󰁬 󰁬󰁵󰁧a󰁲 󰁰a󰁲a 󰁩󰁮󰁩󰁣󰁩a󰁲 󰁥󰁬 󰁭󰃩󰁴󰁯󰁤󰁯 󰁤󰁥 a󰁴a󰁱󰁵󰁥 󰁤󰁩󰁲󰁥󰁣󰁴󰁯 󰁨a󰁣󰁩a 󰁬a󰁳 󰁬󰁬a󰁭a󰁳 󰁹 󰁢󰁲a󰁳a󰁳 󰁩󰁮󰁣a󰁮󰁤󰁥󰁳󰁣󰁥󰁮󰁴󰁥󰁳 󰁱󰁵󰁥 󰁰󰁥󰁲󰁭a󰁮󰁥󰁺󰁣a󰁮 󰁥󰁮 󰁬a󰁳 󰁰a󰁲󰁴󰁥󰁳 󰁩󰁮󰁦󰁥󰁲󰁩󰁯󰁲󰁥󰁳.

 

EL TAMA󰃑O LAS GOTAS GOT AS DELDE AGUA 󲀢   A󰁵󰁮 󰁥󰁮 󰁥󰁬 a󰁴a󰁱󰁵󰁥 a󰁴a󰁱󰁵󰁥 󰁤󰁩󰁲󰁥󰁣󰁴 󰁤󰁩󰁲󰁥󰁣󰁴󰁯 󰁯 󰁳󰁥 󰁤󰁥󰁢󰁥 󰁤󰁥󰁢󰁥 󰁭a󰁮󰁴󰁥󰁮󰁥󰁲 󰁭a󰁮󰁴󰁥󰁮󰁥󰁲 󰁬󰁯󰁳 󰁬󰁯󰁳 󰁰󰁩󰁴󰁯󰁮󰁥󰁳 󰁰󰁩󰁴󰁯󰁮󰁥󰁳 󰁥󰁮

󰁣󰁨󰁯󰁲󰁲󰁯 󰁮󰁩󰁥󰁢󰁬a 󰁹 󰃺󰁮󰁩󰁣a󰁭󰁥󰁮󰁴󰁥 󰁳󰁥 󰁣a󰁭󰁢󰁩a󰁲󰃡󰁮 a 󰁣󰁨󰁯󰁲󰁲󰁯 󰁤󰁩󰁲󰁥󰁣󰁴󰁯 󰁣󰁵a󰁮󰁤󰁯 󰁳󰁥 󰁤󰁥󰁳󰁥󰁥 󰁥󰁸󰁴󰁩󰁮󰁧󰁵󰁩󰁲 󰁰󰁥󰁱󰁵󰁥󰃱󰁯󰁳 󰁲󰁥󰁳󰁣󰁯󰁬󰁤󰁯󰁳 󰁤󰁥 󰁬󰁬a󰁭a󰁳

󰁹󰁭a󰁴󰁥󰁲󰁩a󰁬󰁥󰁳. 󰁢󰁲a󰁳a󰁳 󰁩󰁮󰁣a󰁮󰁤󰁥󰁳󰁣󰁥󰁮󰁴󰁥󰁳 󰁵󰁢󰁩󰁣a󰁤a󰁳 a󰁬 󰁩󰁮󰁴󰁥󰁲󰁩󰁯󰁲 󰁤󰁥 󰁬󰁯󰁳 󲀢   E󰁬 󰁣󰁨󰁯󰁲󰁲󰁯 󰁣󰁨󰁯󰁲󰁲󰁯 󰁤󰁩󰁲󰁥󰁣󰁴 󰁤󰁩󰁲󰁥󰁣󰁴󰁯 󰁯 󰁴󰁥󰁮󰁤󰁲󰃡 󰁴󰁥󰁮󰁤󰁲󰃡 󰁬a 󰁶󰁥󰁮 󰁶󰁥󰁮󰁴a󰁪 󰁴a󰁪aa 󰁳󰁯󰁢󰁲󰁥 󰁥󰁬 󰁣󰁨󰁯󰁲󰁲󰁯 󰁣󰁨󰁯󰁲󰁲󰁯 󰁮󰁩󰁥󰁢󰁬 󰁮󰁩󰁥󰁢󰁬aa

󰁤󰁥 󰁰󰁥󰁲󰁭󰁩󰁴󰁩󰁲 󰁬a 󰁰󰁥󰁮󰁥󰁴󰁲a󰁣󰁩󰃳󰁮 󰁥󰁮 󰁬󰁯󰁳 󰁲󰁥󰁳󰁣󰁯󰁬󰁤󰁯󰁳 󰁤󰁥 󰁢󰁲a󰁳a󰁳 󰁹 󰁬󰁬a󰁭a󰁳 󰁮󰁯 󰁶󰁩󰁳󰁩󰁢󰁬󰁥󰁳. 󲀢

 

V󰁩󰁤󰁥󰁯: 01 C󰁨󰁯󰁲󰁲󰁯󰁳 󰁤󰁥 A󰁧󰁵a 󰁤󰁥 I󰁮󰁣󰁥󰁮 󰁤󰁩󰁯󰁳 02 A󰁧󰁵a 󰁮󰁥󰁢󰁵󰁬󰁩󰁺a󰁤a HI󰀭FOG HI󰀭FOG / 03 E󰁮󰁳a󰁹󰁯 A󰁧󰁵aM󰁩󰁳󰁴) A󰁧󰁵a 󰁮󰁥󰁢󰁵󰁬󰁩󰁺a󰁤a / 04 P󰁲󰁵󰁥󰁢a P󰁲󰁵󰁥󰁢a 󰁤󰁥 D󰁥󰁳󰁣a󰁲󰁧a 󰁤󰁥 S󰁩󰁳󰁴󰁥󰁭a 󰁤󰁥 R󰁯󰁣󰁩a󰁤󰁯󰁲󰁥󰁳 (Wa󰁴󰁥󰁲 M󰁩󰁳󰁴)C󰁯󰁮󰁴󰁲a 1 / 05 I󰁮󰁣󰁥󰁮󰁤󰁩󰁯󰁳 P󰁲󰁵󰁥󰁢a 󰁤󰁥/ D󰁥󰁳󰁣a󰁲󰁧a 󰁤󰁥 S󰁩󰁳󰁴󰁥󰁭a 󰁤󰁥 R󰁯󰁣󰁩a󰁤󰁯󰁲󰁥󰁳 (Wa󰁴󰁥󰁲 2 / 06 Wa󰁴󰁥󰁲 M󰁩󰁳󰁴 F󰁩󰁲󰁥 D󰁥󰁭󰁯󰁮󰁳󰁴󰁲a󰁴󰁩󰁯󰁮 / 07 E󰁱󰁵󰁩󰁰󰁯󰁳 Ma󰁮󰁵a󰁬󰁥󰁳 󰁤󰁥 D󰁥󰁳󰁣a󰁲󰁧a (Wa󰁴󰁥󰁲 M󰁩󰁳󰁴 S󰁨󰁯󰁴 G󰁵󰁮) / 08 I󰁮󰁣󰁥󰁮󰁤󰁩󰁯󰁳 (A󰁴a󰁱󰁵󰁥 I󰁮󰁤󰁩󰁲󰁥󰁣󰁴󰁯)

 

PROPIEDADES DE LOS FLUIDOS 󲀢   MASA Y PESO, 󰁬a 󰁭a󰁳a 󰁥󰁳 󰁵󰁮󰁩󰁶󰁥󰁲󰁳a󰁬 󰁹 󰁴󰁩󰁥󰁮󰁥 󰁴󰁩󰁥󰁮󰁥 󰁥󰁬 󰁭󰁩󰁳󰁭󰁯 󰁶a󰁬󰁯󰁲 

󰁥󰁮 󰁬󰁵󰁧a󰁲, 󰁥󰁬 󰁰󰁥󰁳󰁯 a 󰁬a󰁤󰁥󰁦󰁵󰁥󰁲󰁺a 󰁣󰁯󰁮 󰁱󰁵󰁥 󰁬󰁯󰁳 󰁣󰁵a󰁬󰁱󰁵󰁩󰁥󰁲 󰁣󰁵󰁥󰁲󰁰󰁯󰁳 󰁳󰁯󰁮 a󰁴󰁲a󰃭󰁤󰁯󰁳 󰁰󰁯󰁲󰁥󰁳󰁬a󰁲󰁥󰁬a󰁴󰁩󰁶󰁯 󰁧󰁲a󰁶󰁥󰁤a󰁤 󰁵󰁮 󰁰󰁬a󰁮󰁥󰁴a  

 

PROPIEDADES DE LOS FLUIDOS

󲀢   PESO ESPEC ESPECIFICO IFICO,, E󰁬 󰁰󰁥󰁳󰁯 󰁥󰁳󰁰󰁥󰁣󰃭󰁦󰁩󰁣󰁯 󰁤󰁥 󰁵󰁮a 󰁳󰁵󰁳󰁴a󰁮󰁣󰁩a

󰁥󰁳 󰁳󰁵 󰁰󰁥󰁳󰁯 󰁰󰁯󰁲 󰁵󰁮󰁩󰁤a󰁤 󰁤󰁥 󰁶󰁯󰁬󰁵󰁭󰁥󰁮. Pa󰁲a 󰁤󰁥󰁴󰁥󰁲󰁭󰁩󰁮a󰁲󰁬󰁯 󰁨a󰁹 󰁱󰁵󰁥 󰁭󰁥󰁤󰁩󰁲 󰁥󰁬 󰁰󰁥󰁳󰁯 󰁹 󰁥󰁬 󰁶󰁯󰁬󰁵󰁭󰁥󰁮 󰁤󰁥󰁬 󰁣󰁵󰁥󰁲󰁰󰁯, 󰁥󰁬 󰁣󰁯󰁣󰁩󰁥󰁮󰁴󰁥 󰁥󰁮󰁴󰁲󰁥 a󰁭󰁢󰁯󰁳 󰁳󰁥󰁲󰃡 󰁥󰁬 󰁰󰁥󰁳󰁯 󰁥󰁳󰁰󰁥󰁣󰃭󰁦󰁩󰁣󰁯.

 

PROPIEDADES DE LOS FLUIDOS

󲀢   DE DENS NSID IDAD AD,, DE DENS NSID IDAD AD RE RELA LATI TIV VA 󰁹 VO VOLU LUME MEN N ES ESP PEC ECIF IFIC ICO O, La

󰁤󰁥󰁮󰁳󰁩󰁤a󰁤 󰁤󰁥 󰁵󰁮a 󰁳󰁵󰁳󰁴a󰁮󰁣󰁩a 󰁥󰁳 󰁳󰁵 󰁭a󰁳a 󰁰󰁯󰁲 󰁵󰁮󰁩󰁤a󰁤 󰁤󰁥 󰁶󰁯󰁬󰁵󰁭󰁥󰁮. La 󰁤󰁥󰁮󰁳󰁩󰁤a󰁤 󰁤󰁥󰁬 a󰁧󰁵a 󰁥󰁳 a󰁰󰁲󰁯󰁸󰁩󰁭a󰁤a󰁭󰁥󰁮󰁴󰁥 1000 󰁫󰁧/󰁭3 (󰁫󰁩󰁬󰁯󰁧󰁲a󰁭󰁯󰁳 󰁰󰁯󰁲  󰁭󰁥󰁴󰁲󰁯 󰁣󰁵󰁢󰁩󰁣󰁯) 󰁯 62.4 󰁰󰁳󰁦 (L󰁩󰁢󰁲a󰁳 P󰁯󰁲 P󰁩󰁥 C󰁵󰁢󰁩󰁣󰁯).

󲀢   E󰁬 󰁶󰁯󰁬󰁵󰁭󰁥󰁮 󰁥󰁳󰁰󰁥󰁣󰃭󰁦󰁩󰁣󰁯 󰁥󰁳 󰁥󰁬 󰁲󰁥󰁣󰁩󰁰󰁲󰁯󰁣󰁯 󰁤󰁥 󰁬a 󰁤󰁥󰁮󰁳󰁩󰁤a󰁤. 󲀢   La 󰁤󰁥󰁮󰁳󰁩󰁤a󰁤 󰁤󰁥󰁮󰁳󰁩󰁤a󰁤 󰁲󰁥󰁬a󰁴 󰁲󰁥󰁬a󰁴󰁩󰁶a 󰁩󰁶a 󰁥󰁳 󰁥󰁳 󰁤󰁥󰁮󰁳󰁩󰁤a󰁤 󰁤󰁥󰁮󰁳󰁩󰁤a󰁤 󰁤󰁥 󰁵󰁮a 󰁵󰁮a 󰁳󰁵󰁳󰁴a󰁮󰁣 󰁳󰁵󰁳󰁴a󰁮󰁣󰁩a 󰁩a 󰁣󰁯󰁮 󰁲󰁥󰁳󰁰󰁥󰁣 󰁲󰁥󰁳󰁰󰁥󰁣󰁴󰁯 󰁴󰁯 a 󰁬a

󰁤󰁥󰁮󰁳󰁩󰁤a󰁤 󰁤󰁥 󰁯󰁴󰁲a 󰁱󰁵󰁥 󰁳󰁥 󰁴󰁯󰁭a 󰁣󰁯󰁭󰁯 󰁲󰁥󰁦󰁥󰁲󰁥󰁮󰁣󰁩a (󰁧󰁥󰁮󰁥󰁲a󰁬󰁭󰁥󰁮󰁴󰁥 󰁥󰁬 a󰁧󰁵a 󰁯 󰁥󰁬 a󰁩󰁲󰁥)

 

EJERCICIOS

󲀢   S󰁩 󰁵󰁮 󰁥󰁬󰁬󰁩󰁴 󰁬󰁩󰁴󰁲󰁯 󰁲󰁯 󰁤󰁥 󰁵󰁮 󰁬󰁩󰁱󰁵󰁩󰁤󰁯 󰁬󰁩󰁱󰁵󰁩󰁤 󰁩󰁮󰁦󰁬a󰁭a󰁢󰁬󰁥 󰁩󰁮󰁦󰁬a󰁭a󰁢 󰁬󰁥󰁣󰁯󰁮 󰁰󰁥󰁳a 750 󰁧󰁲a󰁭 󰁧󰁲a󰁭󰁯󰁳 󰁯󰁳 󰁣󰁵󰃡󰁬 󰁳󰁥󰁲󰃭a 󰁥󰁦󰁥󰁣󰁴󰁯 󰁦󰃭󰁳󰁩󰁣󰁯 󰁤󰁥 󰁯󰁥󰁸󰁴󰁩󰁮󰁧󰁵󰁩󰁲󰁬󰁯 a󰁧󰁵a 󲀢   S󰁩 󰁭󰁥󰁤󰁩󰁯 󰁫󰁩󰁬󰁯 󰁫󰁩󰁬󰁯 󰁤󰁥 󰁵󰁮 󰁬󰁩󰁱󰁵󰁩󰁤󰁯 󰁬󰁩󰁱󰁵󰁩󰁤󰁯 󰁩󰁮󰁦󰁬a󰁭a󰁢 󰁩󰁮󰁦󰁬a󰁭a󰁢󰁬󰁥 󰁬󰁥 󰁯󰁣󰁵󰁰a󰁮 󰁯󰁣󰁵󰁰a󰁮 󰁵󰁮 󰁶󰁯󰁬󰁵󰁭󰁥󰁮

󰁤󰁥 400 󰁣󰁭3 󰁣󰁵a󰁬 󰁳󰁥󰁲󰃭a 󰁥󰁬 󰁥󰁦󰁥󰁣󰁴󰁯 󰁦󰃭󰁳󰁩󰁣󰁯 󰁤󰁥 󰁥󰁸󰁴󰁩󰁮󰁧󰁵󰁩󰁲󰁬󰁯 󰁣󰁯󰁮 a󰁧󰁵a 󲀢   C󰁵a󰁬 󰁥󰁳 󰁬a 󰁤󰁥󰁮󰁳󰁩󰁤a󰁤 󰁲󰁥󰁬a󰁴󰁩󰁶a 󰁤󰁥 󰁤󰁥 󰁤󰁩󰁣󰁨󰁯󰁳 󰁬󰃭󰁱󰁵󰁩󰁤󰁯󰁳

 

QUE ES LA PRESION 󲀢   La 󰁰󰁲 󰁰󰁲󰁥󰁳 󰁥󰁳󰁩󰃳 󰁩󰃳󰁮 󰁮 󰁥󰁳 󰁬a 󰁦󰁵 󰁦󰁵󰁥󰁲 󰁥󰁲󰁺a 󰁺a 󰁥󰁪󰁥󰁲󰁣 󰁥󰁪󰁥󰁲󰁣󰁩󰁤 󰁩󰁤aa

󰁵󰁮a 󲀢   󰁳󰁯󰁢󰁲󰁥 La 󰁰󰁲󰁥󰁳 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁩󰃳󰁮󰁵󰁮󰁩󰁤a󰁤 󰁰󰁵󰁥󰁤󰁥 󰁰󰁵󰁥 󰁤󰁥󰁤󰁥 󰁳󰁥󰁲󰃡󰁲󰁥a. 󰁳󰁥󰁲 󰁣󰁯󰁮󰁦󰁵󰁮󰁤 󰁣󰁯󰁮󰁦 󰁵󰁮󰁤󰁩󰁤a 󰁩󰁤a 󰁦󰃡󰁣󰁩󰁬󰁭󰁥󰁮󰁴󰁥 󰁣󰁯󰁮 󰁬a 󰁦󰁵󰁥󰁲󰁺a; 󰁭󰁩󰁥󰁮󰁴󰁲a󰁳 󰁱󰁵󰁥󰁥 󰁬a 󰁦󰁵 󰁱󰁵 󰁦󰁵󰁥󰁥󰁲󰁺 󰁲󰁺aa 󰁥󰁳 󰁥󰁳󰁴a 󰁴a 󰁤󰁩 󰁤󰁩󰁲󰁥 󰁲󰁥󰁣󰁴 󰁣󰁴a󰁭 a󰁭󰁥󰁮 󰁥󰁮󰁴󰁥 󰁴󰁥

󰁆󰁕󰁅󰁒󰁚󰁁 󰁐󰁒󰁅󰁓󰁉󰁏󰁎 󰀽 󰁁󰁒󰁅󰁁

󰁲󰁭󰁩󰁤󰁩󰁥󰁮󰁤󰁯 󰁥󰁬a󰁣󰁩󰁯󰁮a󰁤󰁥󰁬 a 󰁭󰁯󰁮󰁴󰁯 󰁣󰁯󰁮 󰁴󰁯󰁴a󰁬 󰁬a 󰁧󰁥󰁪󰁥󰁲󰁣󰁩󰁤󰁯 󰁲a󰁶󰁥󰁤a󰁤 󰁰󰁯󰁲 󰁬a a󰁴󰁲a󰁣󰁣󰁩󰃳󰁮 󰁤󰁥 󰁬a 󰁴󰁩󰁥󰁲󰁲a 󰁳󰁯󰁢󰁲󰁥 󰁬󰁯󰁳 󰁣󰁵󰁥󰁲󰁰󰁯󰁳, 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 󰁵󰁮 󰁬󰁳󰁩󰁱 󰁯󰁵 󰁢󰁩󰁲󰁤󰁥󰁯 󰁥󰁭 󰁬 󰁩󰁤󰃡󰁥󰁲󰁥a󰁬a 󰁤󰁦󰁯󰁵󰁮󰁥󰁤󰁲󰁺󰁥a 󰃩󰁥󰁳󰁪󰁥󰁴a󰁲󰁣󰁩󰁤 󰁥a󰁳 󰁥󰁪󰁥󰁲󰁣󰁩󰁤a. 󲀢   La P󰁲󰁥󰁳󰁩 P󰁲󰁥󰁳󰁩󰃳󰁮 󰃳󰁮 󰁳󰁥 󰁲󰁥 󰁲󰁥󰁰󰁲 󰁰󰁲󰁥󰁳 󰁥󰁳󰁥󰁮 󰁥󰁮󰁴a 󰁴a 󰁰󰁯󰁲 󰁥󰁬 󰁣󰁯󰁣󰁩󰁥󰁮󰁴󰁥 󰁥󰁮󰁴󰁲󰁥 󰁬a 󰁦󰁵󰁥󰁲󰁺a 󰁹 󰁥󰁬 󰃡󰁲󰁥a.

 

QUE ES LA PRESION  

 

QUE ES LA PRESION P󰁯󰁲 󰁬󰁯 󰁴a󰁮󰁴󰁯 󰁥󰁮 󰁴󰃩󰁲󰁭󰁩󰁮󰁯󰁳 󰁰󰁲󰃡󰁣󰁴󰁩󰁣󰁯󰁳 󰁭󰁵󰁣󰁨a󰁳 󰁶󰁥󰁣󰁥󰁳 󰁮󰁯󰁳 󰁩󰁮󰁴󰁥󰁲󰁥󰁳a󰁲󰃡 󰁰󰁥󰁱󰁵󰁥󰃱a 󰁰󰁬a 󰁯󰁤󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁲󰃭a 󰁰󰁲󰁯󰁤󰁭󰃡󰁳 󰁵󰁣󰁩󰁲 󰁱󰁵󰁥 󰁵󰁮a 󰁬a󰁰󰁦󰁵󰁥󰁲󰁺a, 󰁲󰁥󰁳󰁩󰃳󰁮 󰁵󰁮a 󰁭󰁵󰁹 󰁦󰁵󰁥󰁲󰁺a 󰁧󰁲a󰁮󰁤󰁭󰁵󰁹 󰁥 󰁹 󰁶󰁩󰁣󰁥󰁶󰁥󰁲󰁳a. P󰁯󰁲 󰁥󰁪󰁥󰁭󰁰󰁬󰁯 󰁵󰁮 󰁣󰁬a󰁶󰁯 󰁱󰁵󰁥 󰁴󰁩󰁥󰁮󰁥 󰁵󰁮a 󰁰󰁵󰁮󰁴a 󰁤󰁥 2

a󰁰󰁲󰁯󰁸󰁩󰁭a󰁤a󰁭󰁥󰁮󰁴󰁥 0.1 󰁭󰁭 󰁵󰁮a , 󰁳󰁥 󰁦󰁵󰁥󰁲󰁺a 󰁩󰁮󰁴󰁲󰁯󰁤󰁵󰁣󰁥 󰁵󰁮aE󰁳󰁴a 󰁳󰁵󰁰󰁥󰁲󰁦󰁩󰁣󰁩󰁥 󰁤󰁵󰁲a 󰁣󰁵a󰁮󰁤󰁯 󰁬󰁥 a󰁰󰁬󰁩󰁣a󰁭󰁯󰁳 󰁤󰁥 10󰁥󰁮K󰁧󰁳. 󰁦󰁵󰁥󰁲󰁺a 󰁰󰁥󰁱󰁵󰁥󰃱a 󰁥󰁮 󰁲󰁥a󰁬󰁩󰁤a󰁤 󰁰󰁲󰁯󰁤󰁵󰁣󰁥 󰁵󰁮a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 10 K󰁧󰁳./ 0.1󰁭󰁭2 󰁯 󰁤󰁥 10,000 K󰁧󰁳. 󰁰󰁯󰁲 󰁣󰁭2, 󰁥󰁳 󰁤󰁥󰁣󰁩󰁲 󰁵󰁮a󰁳 147,000 󰁰󰁳󰁩. E󰁮 󰁣a󰁭󰁢󰁩󰁯 󰁵󰁮 󰁥󰁤󰁩󰁦󰁩󰁣󰁩󰁯 󰁱󰁵󰁥 󰁰󰁥󰁳a 20,000 󰁴󰁯󰁮󰁥󰁬a󰁤a󰁳 󰁹 󰁥󰁳󰁴a 󰁳󰁯󰁰󰁯󰁲󰁴a󰁤󰁯 󰁳󰁯󰁢󰁲󰁥 󰁵󰁮a 󰁢a󰁳󰁥 󰁤󰁥 1000 󰁭󰁥󰁴󰁲󰁯󰁳 󰁣󰁵a󰁤󰁲a󰁤󰁯󰁳 󰁰󰁲󰁯󰁤󰁵󰁣󰁥 󰁵󰁮a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 2 󰁫󰁧󰁳./ 󰁣󰁭2 󰁯 29.2 󰁰󰁳󰁩. D󰁥 a󰁱󰁵󰃭 󰁰󰁯󰁤󰁥󰁭󰁯󰁳 󰁤󰁥󰁤󰁵󰁣󰁩󰁲 󰁱󰁵󰁥 󰁦󰁵󰁥󰁲󰁺a󰁳 󰁩󰁧󰁵a󰁬󰁥󰁳 󰁰󰁵󰁥󰁤󰁥󰁮 󰁰󰁲󰁯󰁤󰁵󰁣󰁩󰁲 󰁰󰁲󰁥󰁳󰁩󰁯󰁮󰁥󰁳 󰁤󰁩󰁦󰁥󰁲󰁥󰁮󰁴󰁥󰁳 󰁹 󰁦󰁵󰁥󰁲󰁺a󰁳 󰁤󰁩󰁦󰁥󰁲󰁥󰁮󰁴󰁥󰁳 󰁰󰁵󰁥󰁤󰁥󰁮

󰁰󰁲󰁯󰁤󰁵󰁣󰁩󰁲 󰁰󰁲󰁥󰁳󰁩󰁯󰁮󰁥󰁳 󰁩󰁧󰁵a󰁬󰁥󰁳.  

FUERZAS IGUALES PRODUCEN PRESIONES DIFERENTES

1 kg  1 kg 

1 kg 

1 kg 1 kg 1 kg  

 

FUERZAS DIFERENTES PRODUCEN PRESIONES IGUALES

2 kg  1 kg  1 kg 

2 kg 

 

EL PRINCIPIO DE MULTIPLICACI󰃓N FUERZAS DE LAS

 

PRESION DE VAPOR 󲀢   P󰁲󰁥󰁳󰁩󰃳󰁮 E󰁪󰁥󰁲󰁣󰁩󰁤a 󰁰󰁯󰁲 󰁵󰁮 L󰁩󰁱󰁵󰁩󰁤󰁯 󰁯 Ga󰁳 S󰁯󰁢󰁲󰁥 󰁬a A󰁴󰁭󰁯󰁳󰁦󰁥󰁲a.

L󰁯󰁳 󰁬󰃭󰁱󰁵󰁩󰁤󰁯󰁳 󰁳󰁥 󰁥󰁶a󰁰󰁯󰁲a󰁮 󰁤󰁥󰁢󰁩󰁤󰁯 a 󰁱󰁵󰁥 󰁳󰁵󰁳 󰁭󰁯󰁬󰃩󰁣󰁵󰁬a󰁳 󰁳󰁥 󰁥󰁳󰁣a󰁰a󰁮 󰁤󰁥 󰁬a 󰁳󰁵󰁰󰁥󰁲󰁦󰁩󰁣󰁩󰁥 󰁤󰁥󰁬 󰁬󰃭󰁱󰁵󰁩󰁤󰁯, 󰁥󰁳󰁴a󰁳 󰁭󰁯󰁬󰃩󰁣󰁵󰁬a󰁳 󰁤󰁥 󰁧a󰁳 a󰁳󰁣󰁩󰁥󰁮󰁤󰁥󰁮 󰁨a󰁣󰁩a 󰁬a a󰁴󰁭󰁯󰁳󰁦󰁥󰁲a.

󲀢   C󰁵 C󰁵a󰁮 a󰁮󰁤󰁯 󰁤󰁯 󰁬a 󰁤󰁥 󰁥󰁶a󰁰󰁯󰁲 󰁥󰁶a󰁰 󰁯󰁲a󰁣󰁩 a󰁣󰁩󰃳󰁮 󰁳󰁥 󰁤a󰁥󰁳󰁣a󰁰a󰁲 󰁥󰁮 󰁵󰁮 󰁲󰁥󰁣󰁩󰁮 󰁲󰁥󰁣 󰁩󰁮󰁴󰁯 󰁴󰁯 󰁣󰁥󰁲󰁲a󰁤󰁯 󰁣󰁥󰁲󰁲a 󰁤󰁯,, 󰁹󰁬a 󰁬a󰁳 󰁭󰁯󰁬󰃩󰁣󰁵󰁬a󰁳 󰁧a󰁳 󰁮󰁯󰃳󰁮 󰁰󰁵󰁥󰁤󰁥󰁮 a 󰁬a a󰁴󰁭󰃳󰁳󰁦󰁥󰁲a a󰁬󰁳

󰁥󰁳󰁴a󰁲 󰁣󰁯󰁮󰁴󰁥󰁮󰁩󰁤a󰁳 󰁥󰁮 󰁵󰁮 󰁲󰁥󰁣󰁩󰁮󰁴󰁯 󰁣󰁥󰁲󰁲a󰁤󰁯 󰁰󰁲󰁯󰁤󰁵󰁣󰁥󰁮 󰁵󰁮 a󰁵󰁭󰁥󰁮󰁴󰁯 󰁤󰁥 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁱󰁵󰁥 󰁳󰁥 󰁤󰁥󰁮󰁯󰁭󰁩󰁮a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 󰁶a󰁰󰁯󰁲 

 

PRESION ATMOSFERICA 󲀢   S󰁥 󰁬󰁬a󰁭a a󰁳󰃭 a 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁪󰁥󰁲󰁣󰁩󰁤a 󰁰󰁯󰁲 󰁥󰁬 󰁰󰁥󰁳󰁯 󰁤󰁥󰁬 a󰁩󰁲󰁥

󰁳󰁯󰁢󰁲󰁥 󰁬a 󰁳󰁵󰁰󰁥󰁲󰁦󰁩󰁣󰁩󰁥 󰁴󰁥󰁲󰁲󰁥󰁳󰁴󰁲󰁥, 󰁥󰁳󰁴a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁳 󰁤󰁥 1033 󰁧/󰁣󰁭2 󰁯 14.7 󰁰󰁳󰁩.

 

TEMPERATURA TEMPERA TURA DE EBULICCION 󲀢   La 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁤󰁥 󰁥󰁢󰁵󰁬󰁬󰁩󰁣󰁩󰃳󰁮 󰁥󰁢󰁵󰁬󰁬󰁩󰁣󰁩󰃳󰁮 󰁥󰁳 󰁬a 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁥󰁮 󰁬a 󰁱󰁵󰁥 󰁬a

󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁶a󰁰󰁯󰁲 󰁥󰁳 󰁩󰁧󰁵a󰁬 a 󰁬a100󰁯C 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 a󰁴󰁭󰁯󰁳󰁦󰃩󰁲󰁩󰁣a. E󰁬 a󰁧󰁵a 󰁨󰁩󰁥󰁲󰁶󰁥 a󰁤󰁥 a󰁰󰁲󰁯󰁸󰁩󰁭a󰁤a󰁭󰁥󰁮󰁴󰁥 󰁰󰁯󰁲󰁱󰁵󰁥 󰁳󰁵 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 󰁶a󰁰󰁯󰁲 a 󰁥󰁳a 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁥󰁳 󰁤󰁥 14.7 󰁰󰁳󰁩.

󲀢   A 󰁰a󰁲󰁴 󰁰a󰁲󰁴󰁩󰁲 󰁩󰁲 󰁤󰁥 󰁥󰁳 󰁥󰁳󰁴a 󰁴a 󰁴󰁥󰁭󰁰󰁥󰁲 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴 a󰁴󰁵󰁲 󰁵󰁲aa 󰁬a 󰁦󰁵󰁥󰁲󰁺a 󰁦󰁵󰁥󰁲󰁺a 󰁱󰁵 󰁱󰁵󰁥󰁥 󰁰󰁲 󰁰󰁲󰁯󰁤 󰁯󰁤󰁵󰁣 󰁵󰁣󰁥󰁮 󰁥󰁮 󰁬a󰁳

󰁭󰁯󰁬󰃩󰁣󰁵󰁬a󰁳 󰁤󰁥 󰁶a󰁰󰁯󰁲 󰁤󰁥 a󰁧󰁵a 󰁣󰁵a󰁮󰁤󰁯 󰁥󰁳󰁣a󰁰a󰁮 󰁤󰁥 󰁬a 󰁳󰁵󰁰󰁥󰁲󰁦󰁩󰁣󰁩󰁥 󰁤󰁥󰁬 󰁬󰃭󰁱󰁵󰁩󰁤󰁯 󰁥󰁳 󰁭a󰁹󰁯󰁲 󰁱󰁵󰁥 󰁬a 󰁣󰁯󰁮󰁴󰁲a󰁦󰁵󰁥󰁲󰁺a 󰁱󰁵󰁥

󰁰󰁲󰁯󰁤󰁵󰁣󰁥 󰁬a a󰁴󰁭󰃳󰁳󰁦󰁥󰁲a 󰁳󰁯󰁢󰁲󰁥 󰁤󰁩󰁣󰁨a 󰁳󰁵󰁰󰁥󰁲󰁦󰁩󰁣󰁩󰁥.  

TEMPERATURA TEMPERA TURA DE EBULICCION 󲀢   La 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁤󰁥 󰁥󰁢󰁵󰁬󰁬󰁩󰁣󰁩󰃳󰁮 󰁤󰁥󰁰󰁥󰁮󰁤󰁥 󰁤󰁥 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮

a󰁴󰁭󰁯󰁳󰁦󰃩󰁲󰁩󰁣a 󰁳󰁩 󰁥󰁳󰁴a 󰁢a󰁪a 󰁴a󰁭󰁢󰁩󰃩󰁮 󰁢a󰁪a󰁲󰃡 󰁬a 󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁤󰁥 󰁥󰁢󰁵󰁬󰁬󰁩󰁣󰁩󰃳󰁮 󰁹 󰁶󰁩󰁣󰁥󰁶󰁥󰁲󰁳a.  

󲀢   La 󰁴󰁥 󰁴󰁥󰁭󰁰 󰁭󰁰󰁥󰁲 󰁥󰁲a󰁴 a󰁴󰁵󰁲 󰁵󰁲aa 󰁤󰁥 󰁥󰁢 󰁥󰁢󰁵󰁬 󰁵󰁬󰁬󰁬󰁩󰁣 󰁩󰁣󰁩󰃳 󰁩󰃳󰁮 󰁮 󰁴a 󰁴a󰁭󰁢 󰁭󰁢󰁩󰃩 󰁩󰃩󰁮 󰁮 󰁤󰁥 󰁤󰁥󰁰󰁥 󰁰󰁥󰁮󰁤 󰁮󰁤󰁥󰁲 󰁥󰁲󰃡󰃡 󰁤󰁥 󰁬a

󰁴󰁥󰁭󰁰󰁥󰁲a󰁴󰁵󰁲a 󰁤󰁥󰁬 󰁬󰃭󰁱󰁵󰁩󰁤󰁯.

 

PRIMER PRINCIPIO La 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 󰁵󰁮 󰁦󰁬󰁵󰁩󰁤󰁯 󰁥󰁳 󰁰󰁥󰁲󰁰󰁥󰁮󰁤󰁩󰁣󰁵󰁬a󰁲 a 󰁬a 󰁳󰁵󰁰󰁥󰁲󰁦󰁩󰁣󰁩󰁥 󰁳󰁯󰁢󰁲󰁥 󰁬a 󰁱󰁵󰁥 a󰁣󰁴󰃺a. S󰁩 󰁵󰁮 󰁥󰁮󰁶a󰁳󰁥 󰁤󰁥 󰁳󰁵󰁰󰁥󰁲󰁦󰁩󰁣󰁩󰁥 󰁰󰁬a󰁮a 󰁣󰁯󰁮󰁴󰁩󰁥󰁮󰁥 a󰁧󰁵a 󰁥󰁳󰁴a 󰁥󰁪󰁥󰁲󰁣󰁥󰁲󰃡 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁥󰁲󰁰󰁥󰁮󰁤󰁩󰁣󰁵󰁬a󰁲 a 󰁤󰁩󰁣󰁨a 󰁳󰁵󰁰󰁥󰁲󰁦󰁩󰁣󰁩󰁥, 󰁤󰁥 󰁬󰁯 󰁣󰁯󰁮󰁴󰁲a󰁲󰁩󰁯󰁵󰁮a 󰁥󰁬 a󰁧󰁵a 󰁴󰁥󰁮󰁤󰁥󰁲󰃭a a 󰁤󰁥󰁳󰁰󰁬a󰁺a󰁲󰁳󰁥.

 

SEGUNDO PRINCIPIO L a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮󰁥󰁮󰁤󰁴󰁯󰁤a󰁳 󰁥 󰁵󰁮 󰁬a󰁳 󰁦󰁬󰁵󰁤󰁩󰁲󰁥󰁣󰁣󰁩󰁯󰁮󰁥󰁳. 󰁩󰁤󰁯 󰁥󰁮 󰁵󰁮 󰁰󰁵󰁮󰁴󰁯 󰁥󰁳 󰁤󰁥 󰁬a 󰁭󰁩󰁳󰁭a 󰁩󰁮󰁴󰁥󰁮󰁳󰁩󰁤a󰁤 S󰁩 󰁥󰁮 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁣󰁯󰁬󰁯󰁣a󰁭󰁯󰁳 󰁤󰁯󰁳 󰁭a󰁮󰃳󰁭󰁥󰁴󰁲󰁯󰁳 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁮 󰁥󰁬 󰁭󰁩󰁳󰁭󰁯 󰁰󰁵󰁮󰁴󰁯 a󰁭󰁢󰁯󰁳 󰁬󰁥󰁥󰁲󰃡󰁮 󰁬a 󰁭󰁩󰁳󰁭a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮.

 

TERCER PRINCIPIO La 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 a󰁰󰁬󰁩󰁣a󰁤a 󰁳󰁯󰁢󰁲󰁥 󰁵󰁮 󰁦󰁬󰁵󰁪󰁯 󰁣󰁯󰁮󰁦󰁩󰁮a󰁤󰁯 󰁤󰁥󰁳󰁤󰁥 󰁵󰁮 󰁰󰁵󰁮󰁴󰁯 󰁥󰁸󰁴󰁥󰁲󰁩󰁯󰁲 󰁥󰁳 󰁴󰁲a󰁮󰁳󰁭󰁩󰁴󰁩󰁤a 󰁣󰁯󰁮 󰁬a 󰁭󰁩󰁳󰁭a 󰁦󰁵󰁥󰁲󰁺a 󰁥󰁮 󰁴󰁯󰁤a󰁳 󰁤󰁩󰁲󰁥󰁣󰁣󰁩󰁯󰁮󰁥󰁳 S󰁩 󰁣󰁯󰁮󰁦󰁩󰁮a󰁭󰁯󰁳 󰁵󰁮 󰁦󰁬󰁵󰁪󰁯 󰁹 a󰁰󰁬󰁩󰁣a󰁭󰁯󰁳 󰁵󰁮a 󰁦󰁵󰁥󰁲󰁺a 󰁥󰁸󰁴󰁥󰁲󰁩󰁯󰁲 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁧󰁥󰁮󰁥󰁲a󰁤a󰁬a󰁳󰁯󰁢󰁲󰁥 󰁬a󰁳 󰁰a󰁲󰁥󰁤󰁥󰁳 󰁤󰁥 󰁤󰁩󰁣󰁨󰁯 󰁦󰁬󰁵󰁪󰁯 󰁣󰁯󰁮󰁦󰁩󰁮a󰁤󰁯 󰁳󰁥󰁲󰃡 󰁬a 󰁭󰁩󰁳󰁭a.

 

CUARTO PRINCIPIO La 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁳󰁯󰁢󰁲󰁥 󰁥󰁬 󰁦󰁯󰁮󰁤󰁯 󰁤󰁥 󰁵󰁮 󰁬󰁩󰁱󰁵󰁩󰁤󰁯 󰁥󰁮 󰁵󰁮 󰁲󰁥󰁣󰁩󰁰󰁩󰁥󰁮󰁴󰁥 a󰁢󰁩󰁥󰁲󰁴󰁯 󰁥󰁳 󰁰󰁲󰁯󰁰󰁯󰁲󰁣󰁩󰁯󰁮a󰁬 a 󰁬a 󰁤󰁩󰁳󰁴a󰁮󰁣󰁩a 󰁥󰁮󰁴󰁲󰁥 󰁥󰁬 󰁦󰁯󰁮󰁤󰁯 󰁹 󰁬a 󰁳󰁵󰁰󰁥󰁲󰁦󰁩󰁣󰁩󰁥 󰁤󰁥󰁬 󰁬󰁩󰁱󰁵󰁩󰁤󰁯. T󰁲󰁥󰁳 󰁥󰁮󰁶a󰁳󰁥󰁳 󰁤󰁥 󰁬a 󰁭󰁩󰁳󰁭a 󰃡󰁲󰁥a 󰁳󰁥󰁣󰁣󰁩󰁯󰁮a󰁬 󰁰󰁥󰁲󰁯 󰁣󰁯󰁮 󰁤󰁩󰁦󰁥󰁲󰁥󰁮󰁴󰁥 a󰁬󰁴󰁵󰁲a 󰁴󰁥󰁮󰁤󰁲󰃡󰁮 󰁤󰁩󰁦󰁥󰁲󰁥󰁮󰁴󰁥󰁳 󰁳󰁯󰁢󰁲󰁥 󰁥󰁬 󰁦󰁯󰁮󰁤󰁯, 󰁥󰁬󰁰󰁲󰁥󰁳󰁩󰁯󰁮󰁥󰁳 a󰁵󰁭󰁥󰁮󰁴󰁯 󰁤󰁥 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁳󰁥󰁲󰃡 󰁰󰁲󰁯󰁰󰁯󰁲󰁣󰁩󰁯󰁮a󰁬 a󰁬 a󰁵󰁭󰁥󰁮󰁴󰁯 󰁤󰁥 󰁬a a󰁬󰁴󰁵󰁲a.

 

QUINTO PRINCIPIO La 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁳󰁯󰁢󰁲󰁥 󰁥󰁬 󰁦󰁯󰁮󰁤󰁯 󰁤󰁥 󰁵󰁮 󰁬󰁩󰁱󰁵󰁩󰁤󰁯 󰁥󰁮 󰁵󰁮 󰁲󰁥󰁣󰁩󰁰󰁩󰁥󰁮󰁴󰁥 󰁥󰁳 󰁰󰁲󰁯󰁰󰁯󰁲󰁣󰁩󰁯󰁮a󰁬 a 󰁬a 󰁤󰁥󰁮󰁳󰁩󰁤a󰁤 󰁤󰁥󰁬 󰁬󰁩󰁱󰁵󰁩󰁤󰁯. U󰁮 󰁥󰁮󰁶a󰁳󰁥 󰁱󰁵󰁥 󰁣󰁯󰁮󰁴󰁩󰁥󰁮󰁥 a󰁧󰁵a 󰁤󰁥󰁢󰁥󰁲󰃡 󰁴󰁥󰁮󰁥󰁲 󰁵󰁮a 󰀱󰀳󰀮󰀵󰀵 󰁰󰁩󰁥󰁳 a󰁬󰁴󰁵󰁲a 13.55 󰁶󰁥󰁣󰁥󰁳 󰁭a󰁹󰁯󰁲 󰁱󰁵󰁥 󰁯󰁴󰁲󰁯 󰁣󰁯󰁮󰁴󰁥󰁮󰁩󰁥󰁮󰁤󰁯 󰁭󰁥󰁲󰁣󰁵󰁲󰁩󰁯 󰁰a󰁲a 󰁱󰁵󰁥 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁳󰁯󰁢󰁲󰁥 󰁥󰁬 󰁦󰁯󰁮󰁤󰁯 󰁤󰁥 a󰁭󰁢󰁯󰁳 󰁳󰁥a 󰁬a 󰁭󰁩󰁳󰁭a. E󰁳󰁴󰁯 󰁳󰁥 󰁥󰁸󰁰󰁬󰁩󰁣a 󰁰󰁯󰁲󰁱󰁵󰁥 󰁥󰁬 󰁭󰁥󰁲󰁣󰁵󰁲󰁩󰁯 󰁥󰁳 13.55 󰁭󰃡󰁳 󰁰󰁥󰁳a󰁤󰁯 󰁱󰁵󰁥 󰁥󰁬󰁶󰁥󰁣󰁥󰁳 a󰁧󰁵a.

󰀱 󰁰󰁩󰁥 󰁉󰁧󰁵󰁡󰁬 󰁐󰁲󰁥󰁳󰁩󰃳󰁮 󰁍󰁥󰁲󰁣󰁵󰁲󰁩󰁯

󰁁󰁧󰁵󰁡

 

SEXTO PRINCIPIO La 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁳󰁯󰁢󰁲󰁥 󰁤󰁥 󰁥󰁬 󰁦󰁯󰁮󰁤󰁯 󰁤󰁥󰁤󰁥 󰁵󰁮󰁤󰁩󰁣󰁨󰁯 󰁬󰁩󰁱󰁵󰁩󰁤󰁯 󰁥󰁮 󰁵󰁮 󰁲󰁥󰁣󰁩󰁰󰁩󰁥󰁮󰁴󰁥 󰁥󰁳 󰁩󰁮󰁤󰁥󰁰󰁥󰁮󰁤󰁩󰁥󰁮󰁴󰁥 󰁬a 󰁦󰁯󰁲󰁭a 󰁲󰁥󰁣󰁩󰁰󰁩󰁥󰁮󰁴󰁥. D󰁩󰁦󰁥󰁲󰁥󰁮󰁴󰁥󰁳 󰁲󰁥󰁣󰁩󰁰󰁩󰁥󰁮󰁴󰁥󰁳 󰁣󰁯󰁮 󰁤󰁩󰁦󰁥󰁲󰁥󰁮󰁴󰁥󰁳 󰁦󰁯󰁲󰁭a󰁳, 󰁰󰁥󰁲󰁯 󰁴󰁥󰁮󰁩󰁥󰁮󰁤󰁯 󰁭󰁩󰁳󰁭a 󰃡󰁲󰁥a 󰁳󰁯󰁢󰁲󰁥 󰁳󰁥󰁣󰁣󰁩󰁯󰁮a󰁬 󰁥󰁮 󰁬a 󰁢a󰁳󰁥 󰁹 a󰁬󰁴󰁵󰁲a, 󰁴󰁥󰁮󰁤󰁲󰃡󰁮 󰁬a 󰁬a 󰁭󰁩󰁳󰁭a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁬 󰁦󰁯󰁮󰁤󰁯.

󰁉󰁧󰁵󰁡󰁬 󰁐󰁲󰁥󰁳󰁩󰃳󰁮

 

PRINCIPIO DE VASOS COUMINCANTES D󰁯󰁳 󰁯 󰁭󰃡󰁳 󰁶a󰁳󰁯󰁳 󰁱󰁵󰁥 󰁳󰁥 󰁣󰁯󰁭󰁵󰁮󰁩󰁣a󰁮 󰁥󰁮󰁴󰁲󰁥 󰁳󰃭 a󰁬󰁣a󰁮󰁺a󰁲󰃡󰁮 󰁬a 󰁭󰁩󰁳󰁭a a󰁬󰁴󰁵󰁲a 󰁰󰁵󰁥󰁳 󰁮󰁯 󰁥󰁳 󰁰󰁯󰁳󰁩󰁢󰁬󰁥 󰁱󰁵󰁥 󰁥󰁸󰁩󰁳󰁴a 󰁵󰁮a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁭a󰁹󰁯󰁲 󰁥󰁮 󰁵󰁮󰁯 󰁤󰁥 󰁬󰁯󰁳 󰁶a󰁳󰁯󰁳 󰁹a 󰁱󰁵󰁥 󰁥󰁳󰁴a 󰁴󰁥󰁮󰁤󰁥󰁲󰃭a a 󰁥󰁪󰁥󰁲󰁣󰁥󰁲 󰁳󰁵 󰁦󰁵󰁥󰁲󰁺a 󰁳󰁯󰁢󰁲󰁥 󰁥󰁬 󰁯󰁴󰁲󰁯 󰁶a󰁳󰁯, 󰁳󰃳󰁬󰁯 󰁣󰁵a󰁮󰁤󰁯 󰁴󰁯󰁤󰁯 󰁴󰁯 󰁤󰁯󰁳󰁳 󰁬󰁯 󰁬󰁯󰁳󰁳 󰁮󰁩 󰁮󰁩󰁶󰁶󰁥󰁬 󰁥󰁬󰁥󰁳 󰁥󰁳 󰁳󰁥 󰁳󰁥a󰁮 a󰁮 󰁩󰁧 󰁩󰁧󰁵a 󰁵a󰁬󰁥 󰁬󰁥󰁳, 󰁳, 󰁬a 󰁬a󰁳󰁳 󰁰󰁲 󰁰󰁲󰁥󰁥󰁳󰁩 󰁳󰁩󰁯󰁮 󰁯󰁮󰁥󰁳 󰁥󰁳 󰁳󰁥 󰁳󰁥󰁲󰃡 󰁲󰃡󰁮 󰁮 󰁩󰁧 󰁩󰁧󰁵 󰁵a󰁬 a󰁬󰁥󰁳 󰁥󰁳 󰁹 󰁣󰁯 󰁣󰁯󰁭 󰁭󰁯 󰁣󰁯󰁮󰁳󰁥󰁣󰁵󰁥󰁮󰁣󰁩a 󰁬a󰁳 󰁣󰁯󰁬󰁵󰁭󰁮a󰁳 󰁴a󰁭󰁢󰁩󰃩󰁮 󰁳󰁥󰁲󰃡󰁮 󰁩󰁧󰁵a󰁬󰁥󰁳.

 

DINAMICA DE LOS FLUIDOS 󲀢   S󰁥 󰁬󰁬a󰁭a 󰁣a󰁵󰁤a󰁬 󰁤󰁥 󰁵󰁮a 󰁣󰁯󰁲󰁲󰁩󰁥󰁮󰁴󰁥, a󰁬 󰁶󰁯󰁬󰁵󰁭󰁥󰁮 󰁶󰁯󰁬󰁵󰁭󰁥󰁮 󰁱󰁵󰁥 󰁰a󰁳a 󰁰󰁯󰁲 󰁵󰁮 󰁰󰁵󰁮󰁴󰁯 󰁥󰁮

󰁵󰁮 󰁴󰁩󰁥󰁭󰁰󰁯 󰁤󰁥󰁴󰁥󰁲󰁭󰁩󰁮a󰁤󰁯: Q = V󰁯󰁬 / 󰁴 󲀢   P󰁯󰁲 󰁥󰁪󰁥󰁭󰁰󰁬󰁯 󰁥󰁪󰁥󰁭󰁰󰁬󰁯 󰁳󰁩󰁤󰁥 󰁰󰁯󰁲200 󰁵󰁮GPM. 󰁲󰁩a󰁣󰁨󰁵󰁥󰁬󰁯 󰁰a󰁳a󰁲󰁯󰁮 2,000 2,000 󰁧a󰁬󰁯󰁮󰁥󰁳 󰁧a󰁬󰁯󰁮󰁥󰁳 󰁥󰁮 10 󰁳󰁥󰁧󰁵󰁮󰁤󰁯󰁳 󰁳󰁥󰁧󰁵󰁮󰁤󰁯󰁳 󰁥󰁬 󰁣a󰁵󰁤a󰁬 󰁳󰁥󰁲󰃡 󲀢   C󰁵 C󰁵a󰁮 a󰁮󰁤󰁯 󰁤󰁯 󰁥󰁬 a󰁧 a󰁧󰁵a 󰁵a 󰁰a 󰁰a󰁳a 󰁳a 󰁰󰁯 󰁰󰁯󰁲󰁲 󰁵󰁮 󰁴󰁵 󰁴󰁵󰁢󰁯 󰁢󰁯 󰁣󰁩󰁲󰁣󰁵󰁬 󰁣󰁩󰁲󰁣󰁵󰁬a󰁲 a󰁲,, 󰁥󰁬 󰁶󰁯󰁬󰁵󰁭 󰁶󰁯󰁬󰁵󰁭󰁥󰁮 󰁥󰁮 󰁤󰁥 a󰁧 a󰁧󰁵a 󰁵a 󰁱󰁵 󰁱󰁵󰁥󰁥

󰁰a󰁳a 󰁳󰁥 󰁰󰁵󰁥󰁤󰁥 󰁭󰁥󰁤󰁩󰁲 󰁣a󰁬󰁣󰁵󰁬a󰁮󰁤󰁯 󰁥󰁬 󰁶󰁯󰁬󰁵󰁭󰁥󰁮 󰁱󰁵󰁥 󰁦󰁯󰁲󰁭a 󰁥󰁬 󰁣󰁩󰁬󰁩󰁮󰁤󰁲󰁯 󰁤󰁥 a󰁧󰁵a a󰁬 󰁣󰁯󰁲󰁲󰁥󰁲 󰁴 󰁳󰁥󰁧󰁵󰁮󰁤󰁯󰁳.  

 

DINAMICA DE LOS FLUIDOS 󲀢   Sa󰁢 Sa󰁢󰁥󰁭󰁯 󰁥󰁭󰁯󰁳󰁳 󰁱󰁵󰁥 󰁬a 󰁤󰁩󰁳 󰁤󰁩󰁳󰁴a󰁮 󰁴a󰁮󰁣󰁩a 󰁣󰁩a 󰁱󰁵󰁥 󰁲󰁥󰁣󰁯󰁲󰁲󰁩󰃳 󰁲󰁥󰁣󰁯󰁲󰁲󰁩󰃳 󰁥󰁬 a󰁧󰁵 a󰁧󰁵aa 󰁤󰁥󰁰 󰁤󰁥󰁰󰁥󰁮󰁤 󰁥󰁮󰁤󰁥󰁲󰃡 󰁥󰁲󰃡

󰁤󰁥 󰁳󰁵 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 V 󰁹 󰁥󰁬 󰁴󰁩󰁥󰁭󰁰󰁯 󰁴 󰁱󰁵󰁥 󰁴󰁯󰁭󰁯 󰁥󰁮 󰁲󰁥󰁣󰁯󰁲󰁲󰁥󰁲󰁬a, 󰁰󰁯󰁲  󰁬󰁯 󰁱󰁵󰁥 󰁬a 󰁤󰁩󰁳󰁴a󰁮󰁣󰁩a 󰁤 󰁱󰁵󰁥 󰁲󰁥󰁣󰁯󰁲󰁲󰁩󰃳 󰁥󰁬 a󰁧󰁵a 󰁳󰁥󰁲󰃡 󰁩󰁧󰁵a󰁬 a 󰁬a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 V 󰁰󰁯󰁲 󰁥󰁬 󰁴󰁩󰁥󰁭󰁰󰁯 󰁴 (󰁤 = V󰁴). 󲀢   P󰁯󰁲 󰁥󰁪󰁥󰁭󰁰󰁬󰁯 󰁳󰁩 󰁥󰁬 a󰁧󰁵a a󰁧󰁵a 󰁣󰁯󰁲󰁲󰁥 󰁰󰁯󰁲 󰁥󰁬 󰁴󰁵󰁢󰁯 a 󰁵󰁮a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁤󰁥

1 󰁭󰁥󰁴󰁲󰁯 󰁰󰁯󰁲 󰁳󰁥󰁧󰁵󰁮󰁤󰁯 󰁤󰁵󰁲a󰁮󰁴󰁥 7 󰁳󰁥󰁧󰁵󰁮󰁤󰁯󰁳, 󰁥󰁮󰁴󰁯󰁮󰁣󰁥󰁳 󰁬a 󰁤󰁩󰁳󰁴a󰁮󰁣󰁩a 󰁱󰁵󰁥 󰁲󰁥󰁣󰁯󰁲󰁲󰁩󰃳 󰁳󰁥󰁲󰃡 7 󰁭󰁥󰁴󰁲󰁯󰁳 (󰁥󰁳 󰁤󰁥󰁣󰁩󰁲 V

󰁭󰁵󰁬󰁴󰁩󰁰󰁬󰁩󰁣a󰁤󰁯 󰁴: 1󰁭/󰁳 󰁸 7󰁳󰁤󰁥 = 7󰁭) 󰁹 󰁰󰁯󰁲 󰁬󰁯 󰁴a󰁮󰁴󰁯 󰁥󰁬 󰁣󰁩󰁬󰁩󰁮󰁤󰁲󰁯 󰁱󰁵󰁥 󰁳󰁥 󰁦󰁯󰁲󰁭a󰁰󰁯󰁲 󰁴󰁩󰁥󰁮󰁥 󰁵󰁮 󰁬a󰁲󰁧󰁯 7 󰁭󰁥󰁴󰁲󰁯󰁳 󲀢  S󰁩 󰁳󰁥 󰁣󰁯󰁮󰁯󰁣󰁥 󰁥󰁬 󰃡󰁲󰁥a 󰁱󰁵󰁥 󰁦󰁯󰁲󰁭a 󰁬a 󰁳󰁥󰁣󰁣󰁩󰃳󰁮 󰁤󰁥 󰁬a 󰁴󰁵󰁢󰁥󰁲󰃭a, 󰁤󰁩󰁧a󰁭󰁯󰁳 A, 󰁥󰁮󰁴󰁯󰁮󰁣󰁥󰁳 󰁳󰁥 󰁰󰁵󰁥󰁤󰁥 󰁣󰁯󰁮󰁯󰁣󰁥󰁲 󰁥󰁬 󰁶󰁯󰁬󰁵󰁭󰁥󰁮 󰁤󰁥 a󰁧󰁵a a󰁧 󰁵a 󰁱󰁵󰁥 󰁱󰁵󰁥 󰁯󰁣 󰁯󰁣󰁵󰁰 󰁵󰁰aa 󰁥󰁳 󰁥󰁳aa 󰁳󰁥 󰁳󰁥󰁣󰁣 󰁣󰁣󰁩󰃳 󰁩󰃳󰁮 󰁮 A, 󰁰󰁵󰁥 󰁵󰁥󰁳󰁳 󰁥󰁬 󰁶󰁯󰁬󰁵 󰁶󰁯󰁬󰁵󰁭󰁥 󰁭󰁥󰁮 󰁮 󰁤󰁥 󰁵󰁮 󰁣󰁩󰁬󰁩󰁮󰁤󰁲󰁯 󰁥󰁳 󰁩󰁧󰁵a󰁬 a󰁬 󰃡󰁲󰁥a 󰁤󰁥 󰁳󰁵 󰁢a󰁳󰁥 󰁰󰁯󰁲 󰁳󰁵 a󰁬󰁴󰁵󰁲a, 󰁤󰁯󰁮󰁤󰁥 󰁬a a󰁬󰁴󰁵󰁲a 󰁥󰁳 󰁬a 󰁤󰁩󰁳󰁴a󰁮󰁣󰁩a 󰁱󰁵󰁥 󰁲󰁥󰁣󰁯󰁲󰁲󰁩󰃳 󰁥󰁬 a󰁧󰁵a V 󰁸 󰁴.

 

DINAMICA DE LOS FLUIDOS 󲀢   P󰁯󰁲 󰁬󰁯 󰁴a󰁮󰁴󰁯 󰁥󰁬 󰁶󰁯󰁬󰁵󰁭󰁥󰁮 V 󰁤󰁥 a󰁧󰁵a 󰁱󰁵󰁥 󰁰a󰁳a 󰁰󰁯󰁲 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a

󰁤󰁥 󰃡󰁲󰁥a 󰁳󰁥󰁣󰁣󰁩󰁯󰁮a󰁬 A 󰁥󰁮 󰁵󰁮 󰁴󰁩󰁥󰁭󰁰󰁯 󰁴 a 󰁵󰁮a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 V 󰁳󰁥󰁲󰃡:

V󰁯󰁬 = AV󰁴 󲀢   A󰁰󰁬󰁩󰁣a󰁮󰁤󰁯 󰁥󰁳󰁴a F󰃳󰁲󰁭󰁵󰁬a 󰁥󰁮 󰁬a a󰁮󰁴󰁥󰁲󰁩󰁯󰁲 󰁴󰁥󰁮󰁥󰁭󰁯󰁳 󰁱󰁵󰁥:

Q = AV 󲀢  P󰁯󰁲 󰁬󰁯 󰁴a󰁮󰁴󰁯 󰁥󰁬 󰁣a󰁵󰁤a󰁬 󰁤󰁥 a󰁧󰁵a 󰁱󰁵󰁥 󰁰a󰁳a 󰁰󰁯󰁲 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a

󰁳󰁥󰁲󰃡 󰁩󰁧󰁵a󰁬 a󰁬 󰃡󰁲󰁥a 󰁤󰁥 󰁬a 󰁳󰁥󰁣󰁣󰁩󰃳󰁮 󰁰󰁯󰁲 󰁬a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁤󰁥󰁬 a󰁧󰁵a.

 

RELACION ENTRE LA VELOCIDAD Y LA SECCION

󲀢  S󰁵󰁰󰁯󰁮󰁧a󰁭󰁯󰁳 󰁱󰁵󰁥 󰁥󰁬 󰁣a󰁵󰁤a󰁬 󰁱󰁵󰁥 󰁰a󰁳a 󰁰󰁯󰁲 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁤󰁥

󰁳󰁥󰁣󰁣󰁩󰃳󰁮 S1 a 󰁵󰁮a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 V1, 󰁴a󰁭󰁢󰁩󰃩󰁮 󰁰a󰁳a 󰁰󰁯󰁲 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁤󰁥 󰁳󰁥󰁣󰁣󰁩󰃳󰁮 S2 a 󰁵󰁮a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 V2, 󰁤a󰁤󰁯 󰁱󰁵󰁥 󰁥󰁬 󰁣a󰁵󰁤a󰁬 Q 󰁥󰁳 󰁥󰁬 󰁭󰁩󰁳󰁭󰁯 󰁥󰁮 a󰁭󰁢a󰁳 󰁳󰁥󰁣󰁣󰁩󰁯󰁮󰁥󰁳 󰁴󰁥󰁮󰁥󰁭󰁯󰁳, 󰁥󰁮 󰁢a󰁳󰁥 󰁢a 󰁳󰁥 a 󰁬a F󰃳󰁲 󰃳󰁲󰁭󰁵 󰁭󰁵󰁬a 󰁬a a󰁮󰁴󰁥 a󰁮󰁴󰁥󰁲󰁩 󰁲󰁩󰁯 󰁯󰁲, 󰁱󰁵 󰁱󰁵󰁥󰁥 Q = S1V 1V11 = S2V 2V22 󰁰󰁯 󰁰󰁯󰁲󰁲 󰁬󰁯 󰁴a󰁮󰁴󰁯:

S1 / S2 = V2 / V1 󲀢   L󰁵󰁥󰁧󰁯 󰁬a 󰁲a󰁺󰃳󰁮 󰁥󰁮󰁴󰁲󰁥 󰁬a󰁳 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤󰁥󰁳 󰁤󰁥 󰁤󰁯󰁳 󰁳󰁥󰁣󰁣󰁩󰁯󰁮󰁥󰁳

󰁤󰁩󰁳󰁴󰁩󰁮󰁴a󰁳 󰁤󰁥 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁥󰁳 󰁩󰁮󰁶󰁥󰁲󰁳a󰁭󰁥󰁮󰁴󰁥 󰁰󰁲󰁯󰁰󰁯󰁲󰁣󰁩󰁯󰁮a󰁬 a 󰁬a 󰁲a󰁺󰃳󰁮 󰁤󰁥 󰁳󰁵󰁳 󰁳󰁥󰁣󰁣󰁩󰁯󰁮󰁥󰁳.

󲀢  E󰁳 󰁤󰁥󰁣󰁩󰁲 󰁳󰁩 󰁵󰁮 󰁣󰁯󰁮󰁤󰁵󰁣󰁴󰁯 󰁳󰁥 󰁨a󰁣󰁥 2,3 󰁯 4 󰁶󰁥󰁣󰁥󰁳 󰁭󰁥󰁮󰁯󰁲, 󰁬a

󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁤󰁥󰁬 󰁬󰃭󰁱󰁵󰁩󰁤󰁯 󰁱󰁵󰁥 󰁬a a󰁴󰁲a󰁶󰁩󰁥󰁳a 󰁳󰁥 󰁨a󰁲󰃡 2, 3 󰁯 4 󰁶󰁥󰁣󰁥󰁳

󰁭a󰁹󰁯󰁲.  

RELACION ENTRE LA VELOCIDAD Y LA SECCION  

󲀢   E󰁳󰁴󰁥 󰁲a󰁺󰁯󰁮a󰁭󰁩󰁥󰁮󰁴󰁯 󰁳󰁥 󰁢a󰁳a 󰁥󰁮 󰁥󰁬 󰁴󰁥󰁯󰁲󰁥󰁭a 󰁤󰁥 󰁬a 󰁥󰁣󰁵a󰁣󰁩󰃳󰁮 󰁤󰁥 󰁬a 󰁣󰁯󰁮󰁴󰁩 󰁣󰁯󰁮󰁴󰁩󰁮󰁵󰁩󰁤a 󰁮󰁵󰁩󰁤a󰁤, 󰁤, 󰁱󰁵󰁥 a󰁳󰁵󰁭󰁥 󰁱󰁵󰁥 󰁮󰁥󰁣󰁥󰁳a 󰁮󰁥󰁣󰁥󰁳a󰁲󰁩a󰁭󰁥󰁮 󰁲󰁩a󰁭󰁥󰁮󰁴󰁥 󰁴󰁥 󰁥󰁬 󰁶󰁯󰁬󰁵󰁭 󰁶󰁯󰁬󰁵󰁭󰁥󰁮 󰁥󰁮

󰁤󰁥󰁬 󰁬󰃭󰁱󰁵󰁩󰁤󰁯 󰁱󰁵󰁥 󰁰a󰁳a 󰁰󰁯󰁲 󰁬a 󰁳󰁥󰁣󰁣󰁩󰃳󰁮 󰁭󰃡󰁳 a󰁮󰁣󰁨a 󰁤󰁥󰁬 󰁴󰁵󰁢󰁯 󰁥󰁳 󰁥󰁬 󰁭󰁩󰁳󰁭󰁯 󰁱󰁵󰁥 a󰁱󰁵󰁥󰁬 󰁰󰁯󰁲 󰁬a 󰁶󰁯󰁬󰁵󰁭󰁥󰁮 󰁳󰁥󰁣󰁣󰁩󰃳󰁮 󰁭󰃡󰁳 a󰁮󰁧󰁯󰁳󰁴a. P󰁯󰁲 󰁳󰁵󰁰󰁵󰁥󰁳󰁴󰁯 󰁰a󰁲a 󰁱󰁵󰁥 󰁱󰁵󰁥󰁰a󰁳a 󰁥󰁬 󰁭󰁩󰁳󰁭󰁯 󰁰a󰁳󰁥 󰁰󰁯󰁲 󰁬a 󰁳󰁥󰁣󰁣󰁩󰃳󰁮 󰁭󰃡󰁳 a󰁮󰁧󰁯󰁳󰁴a, 󰁥󰁬 󰁣a󰁵󰁤a󰁬 󰁴󰁥󰁮󰁤󰁲󰃡 󰁱󰁵󰁥 a󰁵󰁭󰁥󰁮󰁴a󰁲 (󰁯 󰁬󰁯 󰁱󰁵󰁥 󰁥󰁳 󰁬󰁯 󰁭󰁩󰁳󰁭󰁯, 󰁴󰁥󰁮󰁤󰁲󰃡 󰁱󰁵󰁥 a󰁵󰁭󰁥󰁮󰁴a󰁲 󰁳󰁵 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤).

 

TIPOS DE PRESIONES

PRESI󰃓N EST󰃁TICA Y ALTURA PIEZOM󰃉TRICA

󲀢   La 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁳󰁴󰃡󰁴󰁩󰁣a 󰁥󰁳 󰁬a 󰁥󰁮󰁥󰁲󰁧󰃭a 󰁰󰁯󰁴󰁥󰁮󰁣󰁩a󰁬 󰁱󰁵󰁥 󰁳󰁥

󰁥󰁮󰁣󰁵󰁥󰁮󰁴󰁲a 󰁤󰁩󰁳󰁰󰁯󰁮󰁩󰁢󰁬󰁥 󰁰a󰁲a 󰁦󰁯󰁲󰁺a󰁲 󰁥󰁬 a󰁧󰁵a a 󰁴󰁲a󰁶󰃩󰁳 󰁤󰁥 󰁬a󰁳 󰁴󰁵󰁢󰁥󰁲󰃭a󰁳 󰁯 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳. E󰁬 a󰁧󰁵a 󰁣󰁵a󰁮󰁤󰁯 󰁥󰁳󰁴󰃡 󰁥󰁮 󰁲󰁥󰁰󰁯󰁳󰁯 󰁥󰁪󰁥󰁲󰁣󰁥 󰁵󰁮a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁳󰁯󰁢󰁲󰁥 󰁬a󰁳 󰁰a󰁲󰁥󰁤󰁥󰁳 󰁱󰁵󰁥 󰁬a 󰁣󰁯󰁮󰁴󰁩󰁥󰁮󰁥󰁮, 󰁥󰁳󰁴󰃡 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁳󰁥 󰁬󰁬a󰁭a 󰁥󰁳󰁴󰃡󰁴󰁩󰁣a.

󲀢   La

a󰁬󰁴󰁵󰁲a 󰁰󰁩󰁥󰁺󰁯󰁭󰃩󰁴󰁲󰁩󰁣a 󰁥󰁳 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁳󰁴󰃡󰁴󰁩󰁣a 󰁧󰁥󰁮󰁥󰁲a󰁤a 󰁰󰁯󰁲 󰁬a a󰁬󰁴󰁵󰁲a 󰁤󰁥 󰁵󰁮a 󰁣󰁯󰁬󰁵󰁭󰁮a 󰁤󰁥 a󰁧󰁵a 󰁣󰁯󰁮󰁴󰁥󰁮󰁩󰁤a 󰁥󰁮 󰁵󰁮 󰁲󰁥󰁣󰁩󰁰󰁩󰁥󰁮󰁴󰁥

󰁐󰁲󰁥󰁳󰁩󰃳󰁮 󰁅󰁳󰁴󰃡󰁴󰁩󰁣󰁡

󰁁󰁬󰁴󰁵󰁲󰁡 󰁐󰁩󰁥󰁺󰁯󰁭󰃩󰁴󰁲󰁩󰁣󰁡

 

DEFINICION DE PSI 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁮 󰁥󰁳 󰁭󰁥󰁤󰁩󰁤a 󰁧󰁥󰁮󰁥󰁲 󰁧󰁥󰁮󰁥󰁲a󰁬󰁭󰁥󰁮󰁴󰁥 a󰁬󰁭󰁥󰁮󰁴󰁥 󰁥󰁮 󰁬󰁩󰁢󰁲a󰁳 󰁬󰁩󰁢󰁲a󰁳 󰁰󰁯󰁲 󰁰󰁵󰁬󰁧a󰁤a 󰁣󰁵a󰁤󰁲 󰁣󰁵a󰁤󰁲a󰁤a a󰁤a (󰁰󰁳󰁩) (󰁰󰁳󰁩) 󰁯 󲀢   E󰁳󰁴a 󰁰󰁲󰁥󰁳󰁩󰃳 K󰁩󰁬󰁯 󰁰a󰁳󰁣a󰁬󰁥󰁳 (󰁫󰁰a) 󰁹 󰁬a a󰁬󰁴󰁵󰁲a (󰁨) 󰁥󰁮 󰁰󰁩󰁥󰁳 (󰁭󰁥󰁴󰁲󰁯󰁳). 󲀢   La 󰁤󰁥󰁴󰁥󰁲󰁭󰁩󰁮a󰁣󰁩󰃳󰁮 󰁤󰁥 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁮󰁯󰁲󰁭a󰁬 󰁳󰁥 󰁨a󰁣󰁥 󰁥󰁸󰁰󰁥󰁲󰁩󰁭󰁥󰁮󰁴a󰁬󰁭󰁥󰁮󰁴󰁥 󰁣a󰁬󰁣󰁵󰁬a󰁮󰁤󰁯 󰁬a 󰁦󰁵󰁥󰁲󰁺a 󰁱󰁵󰁥 󰁥󰁪󰁥󰁲󰁣󰁥 󰁵󰁮a 󰁣󰁯󰁬󰁵󰁭󰁮a 󰁤󰁥 a󰁧󰁵a 󰁤󰁥 󰁣󰁩󰁥󰁲󰁴a a󰁬󰁴󰁵󰁲a 󰁳󰁯󰁢󰁲󰁥 󰁬a󰁳 󰁰a󰁲󰁥󰁤󰁥󰁳 󰁤󰁥󰁬 󰁴󰁵󰁢󰁯. 󰁥󰁪󰁥󰁭󰁰󰁬󰁯 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁪󰁥󰁲󰁣󰁩󰁤a 󰁥󰁪󰁥󰁲󰁣󰁩󰁤a 󰁰󰁯󰁲 󰁵󰁮a 󰁣󰁯󰁬󰁵󰁭󰁮a 󰁤󰁥 a󰁧󰁵a 󰁤󰁥 󰁵󰁮 󰁰󰁩󰁥 󰁤󰁥 a󰁬󰁴󰁵󰁲a 󰁹 󲀢   P󰁯󰁲 󰁥󰁪󰁥󰁭󰁰󰁬󰁯 󰁵󰁮 󰁤󰁥󰁲 󰁥󰁳󰁰󰁥󰁳󰁯󰁲 󰁥󰁳 a󰁬󰁬󰁧a 󰁰󰁥󰁳󰁯 󰁵󰁮󰁤󰁲a 󰁰󰁩󰁥 󰁣󰁵󰁢󰁩󰁣󰁯 a󰁧󰁵a 󰁬󰁩󰁢󰁲 󰁬󰁩 󰁢󰁲aa󰁰󰁩󰁥 󰁳) 󰁣󰁵a󰁤󰁲a󰁤󰁯 󰁤󰁩󰁶󰁶󰁩󰁤 󰁤󰁩 󰁩󰁤󰁩󰁤 󰁩󰁤󰁯 󰁯 󰁰󰁯 󰁰󰁯󰁲 󰁥󰁬 󰁮󰃺 󰁮󰃺󰁭󰁥 󰁭󰁥󰁲󰁯 󰁲󰁯󰁩󰁧󰁵a󰁬 󰁤󰁥 󰁰󰁵 󰁰󰁵󰁬 󰁧a󰁤a 󰁤a󰁳󰁳󰁤󰁥󰁣󰁵a 󰁵a󰁤󰁲 a󰁤a 󰁤a󰁳 󰁳 󰁱󰁵 󰁱󰁵󰁥󰁥 󰁤󰁥 󰁴󰁩󰁥󰁥󰁮󰁥 󰁴󰁩 󰁵󰁮(62.4 󰁰󰁩󰁥󰁥 󰁰󰁩 󰁣󰁵a󰁤󰁲a󰁤󰁯 (144 󰁰󰁵󰁬󰁧a󰁤a󰁳 󰁣󰁵a󰁤󰁲a󰁤a󰁳): 62.4 󰁬󰁢. 󰁨 (1 󰁰󰁩󰁥 󰁰󰁩󰁥)) = 󰀭󰀭󰀭󰀭 󰀭󰀭󰀭󰀭󰀭󰀭󰀭󰀭 󰀭󰀭󰀭󰀭󰀭󰀭󰀭󰀭 󰀭󰀭󰀭󰀭󰀭󰀭 = 0.4 0.433 33 󰁬󰁩󰁢󰁲 󰁬󰁩󰁢󰁲a󰁳/ a󰁳/󰁰󰁵󰁬󰁧a 󰁰󰁵󰁬󰁧a󰁤a2 󰁤a2 (󰁰󰁳 (󰁰󰁳󰁩) 󰁩) 144 󰁰󰁵󰁬󰁧. 󰁨 = 󰁰 / 󰁷 = 󰁰 / 0.433 = 2.31 󰁰, 󰁯 󰁬󰁯 󰁱󰁵󰁥 󰁥󰁳 󰁬󰁯 󰁭󰁩󰁳󰁭󰁯:

󰁰 = 0.433󰁨

󰁨 = A󰁬󰁴󰁵󰁲 󰁬󰁴󰁵󰁲aa 󰁥󰁮 P󰁩󰁥 P󰁩󰁥󰁳󰁳 󰁰 = P󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁮 󰁰󰁳󰁩 󰁷 = P󰁥󰁳󰁯 󰁥󰁮 L󰁩󰁢󰁲a󰁳

 

EJERCICIOS 󲀢   Ha󰁬󰁬 Ha󰁬󰁬a󰁲 a󰁲 󰁬a a󰁬󰁴󰁵󰁲a 󰁰󰁩󰁥󰁺󰁯󰁭󰃩󰁴󰁲󰁩󰁣a 󰁰󰁩󰁥󰁺󰁯󰁭󰃩󰁴󰁲󰁩󰁣a (󰁰󰁲󰁥󰁳󰁩󰃳󰁮 (󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁳󰁴󰃡󰁴󰁩󰁣a) 󰁥󰁳󰁴󰃡󰁴󰁩󰁣a) 󰁥󰁪󰁥󰁲󰁣󰁩󰁤a 󰁥󰁪󰁥󰁲󰁣󰁩󰁤a 󰁰󰁯󰁲 

󰁵󰁮a 󰁣󰁯󰁬󰁵󰁭󰁮a 󰁤󰁥 a󰁧󰁵a 󰁤󰁥 100 󰁰󰁩󰁥󰁳 󰁤󰁥 a󰁬󰁴󰁵󰁲a. 󲀢   C󰁵 C󰁵󰃡󰁬 󰃡󰁬 󰁥󰁳 󰁬a a󰁬󰁴󰁵󰁲a a󰁬󰁴󰁵󰁲a 󰁤󰁥 󰁵󰁮 󰁵󰁮aa 󰁣󰁯 󰁣󰁯󰁬󰁵 󰁬󰁵󰁭󰁮 󰁭󰁮aa 󰁤󰁥 a󰁧󰁵a 󰁮󰁥󰁣󰁥󰁳 󰁮󰁥󰁣󰁥󰁳a󰁲 a󰁲󰁩a 󰁩a 󰁰a󰁲a

󰁥󰁪󰁥󰁲󰁣󰁥󰁲 󰁵󰁮a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁮󰁥󰁴a 󰁤󰁥 50 󰁰󰁳󰁩. 󲀢   Ha󰁬 a󰁬󰁬󰁬a󰁲 󰁬a 󰁰󰁲 󰁰󰁲󰁥󰁳 󰁥󰁳󰁩󰃳 󰁩󰃳󰁮 󰁮 󰁥󰁳󰁴 󰁳󰁴󰃡󰁴 󰃡󰁴󰁩󰁣 󰁩󰁣aa 󰁱󰁵 󰁱󰁵󰁥󰁥 󰁥󰁸 󰁥󰁸󰁩󰁳 󰁩󰁳󰁴󰁥 󰁴󰁥 󰁥󰁮 󰁬󰁯 󰁬󰁯󰁳󰁳 󰁲󰁯 󰁲󰁯󰁣󰁩 󰁣󰁩aa󰁤󰁯 󰁤󰁯󰁲󰁥 󰁲󰁥󰁳󰁳

󰁵󰁢󰁩󰁣a󰁤󰁯󰁳 󰁥󰁮 󰁥󰁳󰁴󰁥 󰁳󰁩󰁳󰁴󰁥󰁭a: 100󰁭 6󰁭

1󰁭

1󰁭 5󰁭 75󰁭

 

PRESI󰃓N DE VELOCIDAD (PRESI󰃓N DE FLUJO)

󲀢   E󰁳 󰁬a 󰁰󰁲󰁥󰁳󰁩 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰃳󰁮󰁤󰁥󰁬 󰁰󰁲󰁯a󰁧󰁵a 󰁰󰁲󰁯󰁤󰁵󰁣󰁩󰁤 󰁤󰁵󰁣󰁩󰁤a a 󰁰󰁯󰁲 󰁥󰁬 󰁦󰁬󰁵󰁪󰁯 󰁦󰁤󰁥 󰁬󰁵󰁪󰁯󰁱󰁵󰁥 󰁤󰁥 󰁥󰁳 󰁤󰁥󰁳󰁣a󰁲󰁧a 󰁤󰁥󰁳󰁣a󰁲󰁧a 󰁤󰁥󰁢󰁩󰁤󰁯 a 󰁬a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁤󰁥󰁳󰁰󰁵󰃩󰁳 󰁤󰁥󰁳󰁣a󰁲󰁧a󰁤a 󰁰󰁯󰁲 

󰁵󰁮 󰁯󰁲󰁩󰁦󰁩󰁣󰁩󰁯.

󲀢   L󰁯 L󰁯󰁳󰁳 P󰁩 P󰁩󰁴󰁯 󰁴󰁯󰁮󰁥 󰁮󰁥󰁳󰁳 󰁥󰁳 󰁥󰁳󰁴󰃡󰁮 󰁴󰃡󰁮 󰁥󰁳 󰁥󰁳󰁰󰁥 󰁰󰁥󰁣󰁩 󰁣󰁩a󰁬 a󰁬󰁭󰁥 󰁭󰁥󰁮󰁴 󰁮󰁴󰁥󰁥

󰁤 󰁩󰁳󰁬󰁯󰁣󰁩 󰁥󰃱 a󰁤󰁤a󰁤 󰁯󰁳 󰁤󰁥 󰁰󰁬a󰁲Fa󰁬󰁵 󰁲󰁥󰁭󰁤󰁥 󰁥󰁮󰁳󰁣a󰁲 󰁴a󰁲a󰁲󰁧a 󰁬a 󰁶󰁥󰁬󰁯 󰁶󰁥 󰁣󰁩󰁤 󰁤󰁥󰁬 󰁬󰁵󰁪󰁪I󰁯󰁮󰁣󰁤󰁥 󰁤󰁥󰁳󰁣 󰁧a 󰁣󰁯󰁮 󰁥󰁬 󰁦󰁩󰁮 󰁤󰁥 󰁧a󰁲a󰁮󰁴󰁩󰁺a󰁲 󰁵󰁮 a󰁬󰁣a󰁮󰁣󰁥 󰁥󰁦󰁥󰁣󰁴󰁩󰁶󰁯.

 

PRESI󰃓N DE VELOCIDAD (PRESI󰃓N DE FLUJO) 󲀢   La 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 󰁶󰁥󰁬󰁯󰁣 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁩󰁤a󰁤 󰁳󰁥 󰁭󰁩󰁤󰁥 󰁭󰁩󰁤󰁥 󰁩󰁮󰁳󰁥󰁲󰁴 󰁩󰁮󰁳󰁥󰁲󰁴a󰁮󰁤󰁯 a󰁮󰁤󰁯 󰁵󰁮 󰁴󰁵󰁢󰁯 󰁴󰁵󰁢󰁯 󰁰󰁩󰁴󰁯󰁴 󰁰󰁩󰁴󰁯󰁴 󰁥󰁮 󰁥󰁬 󰁥󰁬 󰁦󰁬󰁵󰁪󰁯

󰁤󰁥 󰁤󰁥󰁳󰁣a󰁲󰁧a 󰁤󰁥 󰁵󰁮a 󰁢󰁯󰁱󰁵󰁩󰁬󰁬a, 󰁥󰁬 󰁴󰁵󰁢󰁯 󰁰󰁩󰁴󰁯󰁴 󰁣󰁯󰁮󰁳󰁩󰁳󰁴󰁥 󰁤󰁥 󰁵󰁮 󰁰󰁥󰁱󰁵󰁥󰃱󰁯 󰁯󰁲󰁩󰁦󰁩󰁣󰁩󰁯 󰁣󰁯󰁭󰁯 󰁵󰁮a a󰁧󰁵󰁪a 󰁱󰁵󰁥 󰁳󰁥 󰁩󰁮󰁳󰁥󰁲󰁴a 󰁥󰁮 󰁥󰁬 󰁣󰁨󰁯󰁲󰁲󰁯 󰁤󰁥󰁳󰁣a󰁲󰁧a󰁤󰁯, 󰁬a 󰁦󰁵󰁥󰁲󰁺a 󰁥󰁪󰁥󰁲󰁣󰁩󰁤a 󰁰󰁯󰁲 󰁥󰁬 󰁣󰁨󰁯󰁲󰁲󰁯 󰁥󰁳 󰁭󰁥󰁤󰁩󰁤a 󰁰󰁯󰁲 󰁵󰁮 󰁭a󰁮󰃳󰁭󰁥󰁴󰁲󰁯 󰁩󰁮󰁳󰁥󰁲󰁴a󰁤󰁯 󰁥󰁮 󰁥󰁬 󰁣󰁯󰁮󰁤󰁵󰁣󰁴󰁯.

 

TUBO PITOT PORT󰃁TIL

 

TUBO PITOT ESTACIONARIO

 

PRINCIPIO DE FUNCIONAMIENTO DE UN TUBO PITOT

󰁖󰁩󰁤󰁥󰁯󰀺 0󰀹 󰁐󰁲󰁵󰁥󰁢󰁡 󰁓󰁩󰁳󰁴󰁥󰁭󰁡 󰁤󰁥 󰁂󰁯󰁭󰁢󰁥󰁯 󰁃󰁯󰁮󰁴󰁲󰁡 󰁉󰁮󰁣󰁥󰁮󰁤󰁩󰁯󰁳 󰁣󰁯󰁮 󰁴󰁵󰁢󰁯 󰁐󰁩󰁴󰁯󰁴  

DIFERENCIA ENTRE PRESI󰃓N EST󰃁TICA Y PRESI󰃓N DE FLUJO

 

PRESI󰃓N RESIDUAL 󲀢   La 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁲󰁥󰁳󰁩󰁤󰁵a󰁬 󰁥󰁳 a󰁱󰁵󰁥󰁬󰁬a 󰁰a󰁲󰁴󰁥 󰁤󰁥󰁬 󰁴󰁯󰁴a󰁬 󰁤󰁩󰁳󰁰󰁯󰁮󰁩󰁢󰁬󰁥 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁱󰁵󰁥 󰁱󰁵󰁥󰁤a 󰁤󰁥󰁳󰁰󰁵󰃩󰁳 󰁤󰁥 󰁶󰁥󰁮󰁣󰁥󰁲 󰁬a 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁹

󰁴󰁵󰁲󰁢󰁵󰁬󰁥󰁮󰁣󰁩a 󰁣a󰁵󰁳a󰁤a 󰁰󰁯󰁲 󰁥󰁬 a󰁧󰁵a 󰁣󰁵a󰁮󰁤󰁯 󰁦󰁬󰁵󰁹󰁥 󰁰󰁯󰁲 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a. La 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁲󰁥󰁳󰁩󰁤󰁵a󰁬 󰁳󰁥󰁲󰃡 a󰁱󰁵󰁥󰁬󰁬a 󰁱󰁵󰁥 󰁱󰁵󰁥󰁤a a󰁬 󰁳a󰁬󰁩󰁲  󰁥󰁬 a󰁧󰁵a 󰁰󰁯󰁲 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a. 100 PSI 90 PSI

BOMBA

60 PSI

 

PRESI󰃓N TOTAL 󲀢   E󰁮

󰁣󰁵a󰁬󰁱󰁵󰁩󰁥󰁲 󰁰󰁵󰁮󰁴󰁯 󰁤󰁥 󰁵󰁮 󰁳󰁩󰁳󰁴󰁥󰁭a 󰁤󰁥 󰁴󰁵󰁢󰁥󰁲󰃭a󰁳 󰁯 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳 󰁱󰁵󰁥 󰁣󰁯󰁮󰁴󰁥󰁮󰁧a󰁮 a󰁧󰁵a 󰁥󰁮 󰁭󰁯󰁶󰁩󰁭󰁩󰁥󰁮󰁴󰁯 (󰁯 󰁣󰁵a󰁬 󰁣󰁵 a󰁬󰁱󰁵 󰁱󰁵󰁩󰁥 󰁩󰁥󰁲󰁲 󰁬󰁩 󰁬󰁩󰁱󰁵 󰁱󰁵󰁩󰁤 󰁩󰁤󰁯) 󰁯) 󰁥󰁸 󰁥󰁸󰁩󰁳 󰁩󰁳󰁴󰁥 󰁴󰁥 󰁵󰁮 󰁵󰁮aa 󰁰󰁲 󰁰󰁲󰁥󰁥󰁳󰁩 󰁳󰁩󰃳󰁮 󰃳󰁮 󰁥󰁳 󰁥󰁳󰁴󰃡 󰁴󰃡󰁴󰁩 󰁴󰁩󰁣a 󰁣a 󰁯 a󰁬 a󰁬󰁴󰁴󰁵󰁲 󰁵󰁲aa 󰁰󰁩󰁥󰁺󰁯󰁭󰃩󰁴󰁲󰁩󰁣a 󰁱󰁵󰁥 a󰁣󰁴󰃺a 󰁰󰁥󰁲󰁰󰁥󰁮󰁤󰁩󰁣󰁵󰁬a󰁲󰁭󰁥󰁮󰁴󰁥 a 󰁬a󰁳 󰁰a󰁲󰁥󰁤󰁥󰁳 󰁱󰁵󰁥 󰁬󰁯 󰁣󰁯󰁮󰁴󰁩󰁥󰁮󰁥󰁮 󰁩󰁮󰁤󰁥󰁰󰁥󰁮󰁤󰁩󰁥󰁮󰁴󰁥󰁭󰁥󰁮󰁴󰁥 󰁤󰁥 󰁬a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁹 󰁵󰁮a P󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁱󰁵󰁥 a󰁣󰁴󰃺a 󰁰a󰁲a󰁬󰁥󰁬a󰁭󰁥󰁮󰁴󰁥 a 󰁬a 󰁰a󰁲󰁥󰁤 󰁤󰁥 󰁵󰁮 󰁴󰁵󰁢󰁯. P󰁯󰁲 󰁬󰁯 󰁴a󰁮󰁴󰁯 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁴󰁯󰁴a󰁬 󰁳󰁥󰁲󰃡 󰁩󰁧󰁵a󰁬 a 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮󰁥󰁳󰁴󰃡󰁴󰁩󰁣a 󰁥󰁪󰁥󰁲󰁣󰁩󰁤a󰁹󰁰󰁥󰁲󰁰󰁥󰁮󰁤󰁩󰁣󰁵󰁬a󰁲󰁭󰁥󰁮󰁴󰁥 󰁬a󰁳 󰁰a󰁲󰁥󰁤󰁥󰁳 (󰁰󰁲󰁥󰁳󰁩󰃳󰁮 a󰁬󰁴󰁵󰁲a 󰁰󰁩󰁥󰁺󰁯󰁭󰃩󰁴󰁲󰁩󰁣a󰁣󰁯󰁮󰁴󰁲a 󰁣a󰁵󰁳a󰁤a󰁳 󰁰󰁯󰁲 󰁥󰁬 󰁰󰁥󰁳󰁯 󰁤󰁥󰁬 a󰁧󰁵a 󰁳󰁯󰁢󰁲󰁥 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁱󰁵󰁥 󰁬a 󰁣󰁯󰁮󰁴󰁩󰁥󰁮󰁥) 󰁭󰃡󰁳 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁣a󰁵󰁳a󰁤a 󰁪󰁥󰁲󰁣󰁩󰁤a 󰁰󰁯󰁲 󰁰a󰁲a󰁥󰁬󰁬󰁥󰁦󰁬󰁵󰁪󰁯 󰁬a󰁭󰁥󰁤󰁥 󰁮󰁴󰁥a󰁧󰁵a). a 󰁬a 󰁭󰁩󰁳󰁭a (󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁩󰁮󰃡󰁭󰁩󰁣a 󰁐󰁒󰁅󰁓󰁉󰃓󰁎 󰁔󰁏󰁔󰁁󰁌 󰀽 󰁐󰁒󰁅󰁓󰁉󰃓󰁎 󰁅󰁓󰁔󰁁󰁔󰁉󰁃󰁁 󰀫 󰁐󰁒󰁅󰁓󰁉󰃓󰁎 󰁄󰁅 󰁖󰁅󰁌󰁏󰁃󰁉󰁄󰁁󰁄

 

T󰁥󰁯󰁲󰁥󰁭a 󰁤󰁥 B󰁥󰁲󰁮󰁯󰁵󰁬󰁬󰁩 S1 / S2 = V2 / V1

 

TEOREMA Y EFECTO VENTURI 󲀢   E󰁬 E󰁬 󰁴󰁥󰁯󰁲󰁥󰁭a 󰁤󰁥 V󰁥󰁮󰁴󰁵󰁲󰁩 󰁰󰁯󰁳󰁴󰁵󰁬a 󰁱󰁵󰁥 󰁥󰁮 󰁵󰁮 󰁦󰁬󰁵󰁩󰁤󰁯 󰁥󰁮

󰁭󰁯 󰁭󰁯󰁶 󰁶󰁩󰁭 󰁩󰁭󰁩󰁥 󰁩󰁥󰁮󰁴 󰁮󰁴󰁯, 󰁯, 󰁬a󰁬a󰁰󰁲 󰁰󰁲󰁥 󰁥󰁳󰁩 󰁳󰁩󰃳󰁮 󰃳󰁮 󰁥󰁳 󰁥󰁳󰁴󰃡 󰁴󰃡󰁴󰁩 󰁴󰁩󰁣a 󰁣a 󰁤󰁩󰁳 󰁩󰁳󰁭󰁩 󰁭󰁩󰁮󰁵 󰁹󰁥 󰁥󰁮V󰁥󰁮󰁴󰁵󰁲󰁩 a󰁱󰁵󰁥 a󰁱 󰁵󰁥󰁬󰁬󰁬󰁯 󰁬󰁯󰁳 󰁰󰁵󰁮󰁴󰁯󰁳 󰁤󰁯󰁮󰁤󰁥 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 a󰁵󰁭󰁥󰁮󰁴a. E󰁬󰁮󰁵󰁹 󰁥󰁦󰁥󰁣󰁴󰁯 󰁳󰁥󰁳 󰁬󰁯󰁧󰁲a󰁲󰃭a a󰁬 󰁤󰁩󰁳󰁭󰁩󰁮󰁵󰁩󰁲 󰁥󰁬 󰁤󰁩󰃡󰁭󰁥󰁴󰁲󰁯 󰁤󰁥 󰁵󰁮 󰁣󰁯󰁮󰁤󰁵󰁣󰁴󰁯 a 󰁵󰁮 󰁰󰁵󰁮󰁴󰁯 󰁴a󰁬 󰁱󰁵󰁥 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁳󰁴󰃡󰁴󰁩󰁣a 󰁳󰁥a 󰁭󰁥󰁮󰁯󰁲 󰁱󰁵󰁥 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 a󰁴󰁭󰁯󰁳󰁦󰃩󰁲󰁩󰁣a (14.7 󰁰󰁳󰁩a) ), 󰁬󰁯󰁧󰁲󰃡󰁮󰁤󰁯󰁳󰁥 a󰁳󰃭 󰁵󰁮 󰁶a󰁣󰃭󰁯 󰁴a󰁬 󰁱󰁵󰁥 󰁳󰁥 󰁰󰁲󰁯󰁤󰁵󰁣󰁩󰁲󰃭a 󰁵󰁮 󰁥󰁦󰁥󰁣󰁴󰁯 󰁤󰁥 󰁳󰁵󰁣󰁣󰁩󰃳󰁮 󰁥󰁮 󰁬a 󰁺󰁯󰁮a 󰁤󰁥 󰁭a󰁹󰁯󰁲  󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤.  

 

MEDIDOR DE CAUDAL TIPO VENTURI

󰁖󰁩󰁤󰁥󰁯󰀺 10 󰁍󰁥󰁤󰁩󰁤󰁯󰁲󰁥󰁳 󰁤󰁥 󰁃󰁡󰁵󰁤󰁡󰁬 󰁔󰁩󰁰󰁯 󰁖 󰁖󰁥󰁮󰁴󰁵󰁲󰁩 󰁥󰁮󰁴󰁵󰁲󰁩

 

CAVITACION 󲀢   La 󰁣a󰁶󰁩󰁴 󰁩󰁴aa󰁣󰁩󰃳 󰁩󰃳󰁮 󰁮 󰁥󰁳 󰁵󰁮 󰁦󰁥󰁮󰃳󰁭󰁥󰁮󰁯 󰁣󰁯󰁭󰁰 󰁭󰁰󰁬󰁬󰁥󰁪󰁯 󰁱󰁵󰁥 󰁯󰁣󰁵󰁲󰁲󰁥 󰁥󰁮 󰁬a󰁳

󰁢󰁯󰁭󰁢a󰁳 󰁣󰁥󰁮󰁴󰁲󰃭󰁦󰁵󰁧a󰁳

󲀢   C󰁵a C󰁵a󰁮󰁤󰁯 󰁮󰁤󰁯 󰁥󰁬 a󰁧󰁵a 󰁥󰁮󰁴󰁲a 󰁥󰁮󰁴󰁲a 󰁥󰁮 󰁥󰁬 󰁯󰁪󰁯 󰁤󰁥󰁬 󰁩󰁭󰁰󰁵󰁬󰁳󰁯󰁲 󰁩󰁭󰁰󰁵󰁬󰁳󰁯󰁲,, 󰁣󰁵󰁹󰁯 󰁤󰁩󰃡󰁭󰁥󰁴󰁲󰁯 󰁤󰁩󰃡󰁭󰁥󰁴󰁲󰁯 󰁥󰁳

󰁭󰁥󰁮󰁯󰁲 󰁱󰁵󰁥 󰁬a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁤󰁥 a󰁳󰁰󰁩󰁲a󰁣󰁩󰃳󰁮, 󰁳󰁥 󰁰󰁲󰁯󰁤󰁵󰁣󰁥 󰁵󰁮 a󰁵󰁭󰁥󰁮󰁴󰁯 󰁤󰁥 󰁬a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁹 󰁣󰁯󰁮󰁳󰁥󰁣󰁵󰁥󰁮󰁴󰁥󰁭󰁥󰁮󰁴󰁥 󰁵󰁮a 󰁲󰁥󰁤󰁵󰁣󰁣󰁩󰃳󰁮 󰁤󰁥 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁳󰁴󰃡󰁴󰁩󰁣a (󰁳󰁩󰁭󰁩󰁬a󰁲 a󰁬 󰁥󰁦󰁥󰁣󰁴󰁯 V󰁥󰁮󰁴󰁵󰁲󰁩). 󲀢   A󰁬 󰁲󰁥󰁤󰁵󰁣󰁩󰁲󰁳󰁥 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁳󰁴󰃡󰁴󰁩󰁣a 󰁤󰁥 󰁵󰁮 󰁬󰃭󰁱󰁵󰁩󰁤󰁯 a󰁵󰁭󰁥󰁮󰁴a 󰁳󰁵 󰁴󰁥󰁮󰁤󰁥󰁮󰁣󰁩a a 󰁨󰁥󰁲󰁶󰁩󰁲  󲀢   S󰁩 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁳󰁴󰃡󰁴󰁩 󰁥󰁳󰁴󰃡󰁴󰁩󰁣a 󰁣a 󰁳󰁥 󰁲󰁥󰁤󰁵󰁣󰁥 󰁲󰁥󰁤󰁵󰁣󰁥 a 󰁵󰁮a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁴a󰁬 󰁱󰁵󰁥 󰁥󰁬 󰁬󰃭󰁱󰁵󰁩󰁤󰁯

󰁣󰁯󰁭󰁩󰁥󰁮󰁺a a 󰁨󰁥󰁲󰁶󰁩󰁲, 󰁨󰁥󰁲󰁶󰁩󰁲, 󰁳󰁥 󰁦󰁯󰁲󰁭a󰁮 󰁢󰁵󰁲󰁢󰁵󰁪a󰁳 󰁤󰁥 󰁶a󰁰󰁯󰁲  󲀢   S󰁩󰁮 󰁥󰁭󰁢a󰁲󰁧󰁯 a󰁬 󰁥󰁮󰁴󰁲a󰁲 󰁥󰁬 a󰁧󰁵a a 󰁬a 󰁣a󰁶󰁩󰁤a󰁤 󰁤󰁥󰁬 󰁩󰁭󰁰󰁵󰁬󰁳󰁯󰁲, 󰁬a 󰁰󰁲󰁥󰁳 󰁰󰁲 󰁥󰁳󰁩󰃳 󰁩󰃳󰁮 󰁮 󰁥󰁳 󰁥󰁳󰁴󰃡 󰁴󰃡󰁴󰁩 󰁴󰁩󰁣a 󰁣a a󰁵 a󰁵󰁭󰁥 󰁭󰁥󰁮󰁴 󰁮󰁴aa 󰁲󰁥 󰁲󰁥󰁰󰁥 󰁰󰁥󰁮󰁴 󰁮󰁴󰁩󰁮 󰁩󰁮a󰁭 a󰁭󰁥󰁮 󰁥󰁮󰁴󰁥 󰁴󰁥 󰁰󰁲 󰁰󰁲󰁯󰁤 󰁯󰁤󰁵󰁣 󰁵󰁣󰁩󰃩 󰁩󰃩󰁮󰁤 󰁮󰁤󰁯󰁳 󰁯󰁳󰁥󰁥 󰁥󰁬 󰁥󰁦󰁥󰁣󰁴󰁯 󰁣󰁯󰁮󰁴󰁲a󰁲󰁩󰁯, 󰁥󰁳 󰁤󰁥󰁣󰁩󰁲 󰁬a󰁳 󰁢󰁵󰁲󰁢󰁵󰁪a󰁳 󰁤󰁥 󰁶a󰁰󰁯󰁲 󰁱󰁵󰁥 󰁳󰁥 󰁨a󰁢󰃭a󰁮 󰁦󰁯󰁲󰁭a󰁤󰁯 a󰁮󰁴󰁥󰁲󰁩󰁯󰁲󰁭󰁥󰁮󰁴󰁥 󰁲󰁥󰁴󰁯󰁲󰁮a󰁮 a 󰁥󰁳󰁴a󰁤󰁯 󰁬󰃭󰁱󰁵󰁩󰁤󰁯 󰁲󰁥󰁰󰁥 󰁲󰁥 󰁰󰁥󰁮󰁴 󰁮󰁴󰁩󰁮 󰁩󰁮a󰁭 a󰁭󰁥󰁮 󰁥󰁮󰁴󰁥 󰁴󰁥,, 󰁰󰁲 󰁰󰁲󰁯󰁤 󰁯󰁤󰁵󰁣 󰁵󰁣󰁩󰁥 󰁩󰁥󰁮󰁤 󰁮󰁤󰁯 󰁯 󰁧󰁯 󰁧󰁯󰁬󰁰 󰁬󰁰󰁥󰁳 󰁥󰁳 󰁳󰁯 󰁳󰁯󰁢󰁲 󰁢󰁲󰁥󰁥 󰁬a 󰁬a󰁳󰁳 󰁰a 󰁰a󰁬󰁥 󰁬󰁥󰁴a 󰁴a󰁳󰁳 󰁤󰁥 󰁬a

󰁢󰁯󰁭󰁢a.  

CAVITACION 󰁬󰁰󰁥󰁥󰁳 󰁰󰁵 󰁰󰁵󰁥󰁥󰁤󰁥󰁮 󰁥󰁳󰁣󰁵󰁣󰁨 󰁣󰁨a󰁲 a󰁲󰁳󰁳󰁥 󰁰󰁵󰁥󰁳 󰁰󰁲󰁯󰁤󰁵 󰁤󰁵󰁣󰁣󰁥󰁮 󰁵󰁮 󰁲󰁵󰁩󰁤 󰁩󰁤󰁯 󰁯 󲀢   E󰁳󰁴󰁯󰁳 󰁧󰁯󰁬󰁰 󰁣a󰁲a󰁣󰁴󰁥󰁲󰃭󰁳󰁴󰁩󰁣󰁯, a󰁵󰁮󰁱󰁵󰁥 󰁮󰁯 󰁳󰁩󰁥󰁭󰁰󰁲󰁥 󰁰󰁵󰁥󰁤󰁥󰁮 󰁳󰁥󰁲 󰁤󰁥󰁴󰁥󰁣󰁴a󰁤󰁯󰁳 󰁤󰁥 󰁥󰁳󰁴a 󰁭a󰁮󰁥󰁲a. 󲀢   L󰁯󰁳 󰁰󰁲󰁩󰁮󰁣󰁩󰁰a 󰁰󰁲󰁩󰁮󰁣󰁩󰁰a󰁬󰁥󰁳 󰁬󰁥󰁳 󰁥󰁦󰁥󰁣󰁴󰁯 󰁥󰁦󰁥󰁣󰁴󰁯󰁳󰁳 󰁤󰁥 󰁬a 󰁣a󰁶 󰁣a󰁶󰁩󰁴a 󰁩󰁴a󰁣󰁩󰃳󰁮 󰁣󰁩󰃳󰁮 󰁳󰁯󰁢󰁲󰁥 󰁳󰁯󰁢󰁲󰁥 󰁬a󰁳 󰁢󰁯󰁭 󰁢󰁯󰁭󰁢a󰁳 󰁢a󰁳 󰁳󰁯󰁮 󰁬󰁯󰁳 󰁳󰁩󰁧󰁵󰁩󰁥󰁮󰁴󰁥󰁳: 󲀢   S󰁥 󰁲󰁥󰁤󰁵󰁣󰁥 󰁥󰁬 󰁣a󰁵󰁤a 󰁲󰁥󰁤󰁵󰁣󰁥 󰁣a󰁵󰁤a󰁬󰁬 󰁤󰁥 󰁢󰁯󰁭󰁢󰁥󰁯 󰁢󰁯󰁭󰁢󰁥󰁯 󰁤󰁥 󰁬a 󰁢󰁯󰁭󰁢a, 󰁢󰁯󰁭󰁢a, 󰁰󰁵󰁥󰁳 󰁰󰁵󰁥󰁳 󰁬a󰁳 󰁮󰁵󰁢󰁥󰁳 󰁮󰁵󰁢󰁥󰁳 󰁤󰁥 󰁶a󰁰󰁯󰁲 󰁯󰁣󰁵󰁰a󰁮 󰁵󰁮 󰁥󰁳󰁰a󰁣󰁩󰁯 󰁴a󰁬 󰁱󰁵󰁥 󰁩󰁭󰁰󰁩󰁤󰁥󰁮 󰁱󰁵󰁥 󰁴󰁯󰁤a 󰁬a 󰁣a󰁶󰁩󰁤a󰁤 󰁤󰁥 󰁩󰁭󰁰󰁵󰁬󰁳󰁯󰁲 󰁳󰁥 󰁬󰁬󰁥󰁮󰁥 󰁤󰁥 a󰁧󰁵a. E󰁳󰁴󰁥 󰁥󰁦󰁥󰁣󰁴󰁯 󰁥󰁳 󰁤󰁥 󰁲a󰁤󰁩󰁣a󰁬 󰁩󰁭󰁰󰁯󰁲󰁴a󰁮󰁣󰁩a 󰁹a 󰁱󰁵󰁥 󰁣󰁯󰁭󰁯 󰁨󰁥󰁭󰁯󰁳 󰁶󰁩󰁳󰁴󰁯 󰁥󰁬 󰁶󰁯󰁬󰁵󰁭󰁥󰁮 󰁤󰁥󰁬 a󰁧󰁵a 󰁳󰁥 󰁥󰁸󰁰a󰁮󰁤󰁥 1600 󰁶󰁥󰁣󰁥󰁳 󰁣󰁵a󰁮󰁤󰁯 󰁳󰁥 󰁣󰁯󰁮󰁶󰁩󰁥󰁲󰁴󰁥 󰁥󰁮 󰁶a󰁰󰁯󰁲  󲀢   S󰁥 󰁤󰁥 󰁤󰁥󰁴󰁥 󰁴󰁥󰁲󰁩 󰁲󰁩󰁯󰁲 󰁯󰁲aa 󰁬a 󰁢󰁯 󰁢󰁯󰁭󰁢 󰁭󰁢a, a, 󰁰󰁵 󰁰󰁵󰁥󰁳 󰁥󰁳 󰁥󰁬 󰁣a 󰁣a󰁭󰁢 󰁭󰁢󰁩󰁯 󰁩󰁯 󰁤󰁥 󰁶a 󰁶a󰁰󰁯 󰁰󰁯󰁲󰁲 a 󰁬󰃭 󰁬󰃭󰁱󰁵 󰁱󰁵󰁩󰁤 󰁩󰁤󰁯 󰁯 󰁰󰁲󰁯󰁤󰁵󰁣󰁥 󰁰󰁲󰁥󰁳󰁩󰁯󰁮󰁥󰁳 󰁴a󰁮 a󰁬󰁴a󰁳 󰁱󰁵󰁥 󰁰󰁲󰁯󰁶󰁯󰁣a󰁮 󰁥󰁬 󰁰󰁩󰁣a󰁤󰁯 󰁤󰁥 󰁬󰁯󰁳 󰁩󰁭󰁰󰁥󰁬󰁥󰁮󰁴󰁥󰁳. 󲀢   S󰁥 󰁤󰁥󰁴󰁥󰁲󰁩󰁯󰁲a 󰁤󰁥󰁴󰁥󰁲󰁩󰁯󰁲a 󰁥󰁬 󰁭󰁯󰁴󰁯󰁲 󰁤󰁥 󰁬a 󰁢󰁯󰁭󰁢a, 󰁰󰁵󰁥󰁳 󰃩󰁳󰁴󰁥 󰁴󰁩󰁥󰁮󰁥 󰁱󰁵󰁥 󰁨a󰁣󰁥󰁲 

󰁵󰁮 󰁲󰁥󰁦󰁵󰁥󰁲󰁺󰁯 a󰁤󰁩󰁣󰁩󰁯󰁮a󰁬 󰁰a󰁲a 󰁰󰁯󰁤󰁥󰁲 󰁢󰁯󰁭󰁢󰁥a󰁲 󰁥󰁬 󰁬󰃭󰁱󰁵󰁩󰁤󰁯.  

CAVITACION 󲀢   U󰁮 U󰁮aa 󰁦󰁯 󰁦󰁯󰁲󰁭 󰁲󰁭aa 󰁭󰁵󰁹 󰁣󰁯󰁭 󰁯󰁭󰃺󰁮 󰃺󰁮 󰁤󰁥 󰁰󰁲󰁯 󰁲󰁯󰁤󰁵 󰁤󰁵󰁣󰁣󰁩󰁲 󰁣a 󰁣a󰁶󰁶󰁩󰁴 󰁩󰁴aa󰁣󰁩 󰁣󰁩󰃳󰁮 󰃳󰁮 󰁥󰁮 󰁵󰁮 󰁵󰁮aa 󰁢󰁯 󰁢󰁯󰁭 󰁭󰁢a 󰁥󰁳

󰁣󰁵a󰁮󰁤󰁯 󰁳󰁥 󰁩󰁮󰁴󰁥󰁮󰁴a 󰁤󰁥󰁳󰁣a󰁲󰁧a󰁲 󰁰󰁯󰁲 󰁥󰁬󰁬a 󰁭󰃡󰁳 a󰁧󰁵a 󰁤󰁥 󰁬a 󰁱󰁵󰁥 󰁥󰁳 󰁲󰁥󰁣󰁩󰁢󰁩󰁤a a 󰁴󰁲a󰁶󰃩󰁳 󰁤󰁥󰁬 󰁣󰁯󰁮󰁤󰁵󰁣󰁴󰁯 󰁤󰁥 󰁳󰁵󰁣󰁣󰁩󰃳󰁮, 󰁥󰁬 󰁤a󰃱󰁯 󰁤󰁵󰁲a󰁮󰁴󰁥 󰁵󰁮 󰁰󰁥󰁲󰁩󰁯󰁤󰁯 󰁤󰁥 󰁣a󰁶󰁩󰁴a󰁣󰁩󰃳󰁮 󰁤󰁥 󰁵󰁮a 󰁢󰁯󰁭󰁢a 󰁮󰁯 󰁥󰁳 󰁳󰁥󰁶󰁥󰁲󰁯 󰁰󰁥󰁲󰁯 󰁳󰁩 󰁬a 󰁣a󰁶󰁩󰁴a󰁣󰁩󰃳󰁮 󰁥󰁳 󰁲󰁥󰁰󰁥󰁴󰁩󰁤a 󰁰󰁯󰁲 󰁵󰁮 󰁰󰁥󰁲󰁩󰁯󰁤󰁯 󰁰󰁲󰁯󰁬󰁯󰁮󰁧a󰁤󰁯 󰁤󰁥 󰁴󰁩󰁥󰁭󰁰󰁯 󰁳󰁥 󰁰󰁲󰁯󰁤󰁵󰁣󰁥 󰁤a󰃱󰁯 󰁤󰁥 󰁬a 󰁢󰁯󰁭󰁢a. 󲀢   O󰁴󰁲 󰁴󰁲󰁯󰁳 󰁯󰁳 󰁥󰁦 󰁥󰁦󰁥󰁥󰁣󰁴 󰁣󰁴󰁯󰁳 󰁯󰁳 󰁱󰁵 󰁱󰁵󰁥󰁥 a󰁣 a󰁣󰁥󰁬 󰁥󰁬󰁥󰁲 󰁥󰁲a󰁮 a󰁮 󰁥󰁬 󰁦󰁥 󰁦󰁥󰁮󰃳 󰁮󰃳󰁭 󰁭󰁥󰁮 󰁥󰁮󰁯 󰁯 󰁤󰁥 󰁬a 󰁣a 󰁣a󰁶󰁶󰁩󰁴 󰁩󰁴a󰁣 a󰁣󰁩󰃳 󰁩󰃳󰁮 󰁮 󰁳󰁯 󰁳󰁯󰁮 󰁮 󰁬󰁯 󰁬󰁯󰁳󰁳 󰁳󰁩󰁧󰁵󰁩󰁥󰁮󰁴󰁥󰁳: 󲀢   B󰁯󰁭󰁢󰁥a󰁲 a󰁧󰁵a 󰁥󰁮 󰁭󰃡󰁳 a󰁬󰁴a󰁳 a󰁬󰁴a󰁳 a󰁬󰁴󰁩󰁴󰁵󰁤󰁥󰁳 a󰁬󰁴󰁩󰁴󰁵󰁤󰁥󰁳 󰁳󰁯󰁢󰁲󰁥 󰁥󰁬 󰁮󰁩󰁶󰁥󰁬 󰁤󰁥󰁬 󰁤󰁥󰁬 󰁭a󰁲  󲀢   S󰁵󰁣󰁣󰁩󰁯󰁮a󰁲 a󰁧󰁵a 󰁣󰁯󰁮 󰁵󰁮 󰁤󰁩󰃡󰁭󰁥󰁴󰁲󰁯 󰁤󰁩󰃡󰁭󰁥󰁴󰁲󰁯 󰁭󰁥󰁮󰁯󰁲 󰁭󰁥󰁮󰁯󰁲 a󰁬 󰁲󰁥󰁱󰁵󰁥󰁲󰁩󰁤󰁯 󰁰󰁯󰁲 󰁬a 󰁢󰁯󰁭󰁢a 󲀢󲀢 󲀢 󲀢

     

S󰁵󰁣󰁣󰁩󰁯󰁮a󰁲 a󰁧󰁵a 󰁥󰁮 󰁥󰁣󰁯󰁮 󰁵󰁮 󰁴󰁵󰁢󰁥󰁲󰃭 a 󰁰a󰁲󰁣󰁩a󰁬󰁭󰁥󰁮󰁴󰁥 󰁢󰁬󰁯󰁱󰁵󰁥a󰁤a 󰁣󰁮 󰁯󰁮󰁵󰁮a 󰁵a󰁮a󰁴󰁵󰁢󰁥󰁲󰃭a 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁥󰁸󰁴󰁲󰁥󰁭a󰁤a󰁭󰁥󰁮󰁴󰁥 󰁥󰁸󰁴󰁲󰁥󰁭a󰁤a󰁭 󰁥󰁮󰁴󰁥 󰁬a󰁲󰁧a S󰁵󰁣󰁣󰁩󰁯󰁮a󰁲 a󰁧󰁵a 󰁣󰁯󰁮 󰁣󰁯󰁮 󰁤󰁥󰁭a󰁳󰁩a󰁤󰁯󰁳 󰁤󰁥󰁭a󰁳󰁩a󰁤󰁯󰁳 󰁣󰁯󰁤󰁯󰁳 󰁥󰁮 󰁬a 󰁳󰁵󰁣󰁣󰁩󰃳󰁮 S󰁵󰁣󰁣󰁩󰁯󰁮a󰁲 a󰁧󰁵a 󰁤󰁥 󰁵󰁮a 󰁰󰁲󰁯󰁦󰁵󰁮󰁤󰁩󰁤a󰁤 󰁥󰁸󰁣󰁥󰁳󰁩󰁶a

󲀢   S󰁵󰁣󰁣󰁩󰁯󰁮a󰁲 a󰁧󰁵a 󰁣a󰁬󰁩󰁥󰁮󰁴󰁥 󲀢   U󰁮a 󰁣󰁯󰁭󰁢󰁩󰁮a󰁣󰁩󰃳󰁮 󰁤󰁥 󰁴󰁯󰁤󰁯󰁳 󰁬󰁯󰁳 󰁥󰁦󰁥󰁣󰁴󰁯󰁳 a󰁮󰁴󰁥󰁲󰁩󰁯󰁲󰁥󰁳 󲀢   U󰁮 󰁳󰁩 󰁳󰁩󰁧󰁮 󰁧󰁮󰁯 󰁯 󰁤󰁥 a󰁰 a󰁰󰁲󰁯 󰁲󰁯󰁸󰁩 󰁸󰁩󰁭a 󰁭a󰁣󰁩 󰁣󰁩󰃳󰁮 󰃳󰁮 a 󰁬a 󰁣a 󰁣a󰁶󰁶󰁩󰁴 󰁩󰁴a󰁣 a󰁣󰁩󰃳 󰁩󰃳󰁮 󰁮 󰁰a 󰁰a󰁲a 󰁲a 󰁥󰁬 󰁯󰁰 󰁯󰁰󰁥󰁲 󰁥󰁲a󰁤 a󰁤󰁯󰁲 󰁯󰁲 󰁤󰁥 󰁵󰁮 󰁵󰁮aa

󰁢󰁯󰁭󰁢a 󰁳󰁥 󰁤a 󰁣󰁵a󰁮󰁤󰁯 󰁵󰁮 󰁩󰁮󰁣󰁲󰁥󰁭󰁥󰁮󰁴󰁯 󰁥󰁮 󰁬a󰁳 󰁲󰁥󰁶󰁯󰁬󰁵󰁣󰁩󰁯󰁮󰁥󰁳 󰁤󰁥󰁬 󰁭󰁯󰁴󰁯󰁲 󰁮󰁯

󰁰󰁲󰁯󰁶󰁯󰁣a 󰁵󰁮 󰁩󰁮󰁣󰁲󰁥󰁭󰁥󰁮󰁴󰁯 󰁥󰁮 󰁥󰁬 󰁣a󰁵󰁤a󰁬 󰁤󰁥󰁳󰁣a󰁲󰁧a󰁤󰁯.  

CAVITACION

󰁖󰁩󰁤󰁥󰁯󰀺 11 󰁃󰁡󰁶󰁩󰁴󰁡󰁣󰁩󰁯󰁮  

GOLPE DE ARIETE 󲀢   C󰁵a󰁮󰁤 C󰁵a󰁮󰁤󰁯 󰁯 󰁥󰁬 󰁦󰁬󰁵󰁪󰁯 󰁤󰁥 a󰁧󰁵a a 󰁴󰁲a󰁶󰃩󰁳 󰁴󰁲a󰁶󰃩󰁳 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳 󰁯 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁴󰁵󰁢󰁥󰁲󰃭a󰁳󰁳 󰁳󰁥 󰁤󰁥󰁴󰁩󰁥󰁮󰁥 󰁤󰁥󰁴󰁩󰁥󰁮󰁥

󰁲󰁥 󰁲󰁥󰁰󰁥 󰁰󰁥󰁮󰁴 󰁮󰁴󰁩󰁮 󰁩󰁮a󰁭 a󰁭󰁥󰁮 󰁥󰁮󰁴󰁥 󰁴󰁥 󰁬a 󰁯󰁬 󰁯󰁬󰁥a 󰁥a󰁤a 󰁤a 󰁤󰁥 󰁰󰁲 󰁰󰁲󰁥󰁳 󰁥󰁳󰁩󰃳 󰁩󰃳󰁮 󰁮 󰁲󰁥 󰁲󰁥󰁳󰁵 󰁳󰁵󰁬󰁴 󰁬󰁴a󰁮 a󰁮󰁴󰁥 󰁴󰁥 󰁳󰁥 󰁬󰁬 󰁬󰁬a󰁭 a󰁭aa 󰁧󰁯 󰁧󰁯󰁬󰁰 󰁬󰁰󰁥󰁥 󰁤󰁥 a󰁲󰁩󰁥󰁴󰁥. 󲀢   La 󰁦󰁲󰁥󰁮a󰁤a 󰁦󰁲󰁥󰁮a󰁤a 󰁲󰁥󰁰󰁥󰁮󰁴󰁩󰁮 󰁲󰁥󰁰󰁥󰁮󰁴󰁩󰁮aa 󰁤󰁥󰁬 a󰁧󰁵a 󰁲󰁥󰁳󰁵󰁬󰁴a 󰁲󰁥󰁳󰁵󰁬󰁴a 󰁥󰁮 󰁵󰁮 󰁣a󰁭󰁢󰁩󰁯 󰁣a󰁭󰁢󰁩󰁯 󰁥󰁮 󰁬a 󰁤󰁩󰁲󰁥󰁣󰁣󰁩󰃳󰁮 󰁤󰁩󰁲󰁥󰁣󰁣󰁩󰃳󰁮 󰁤󰁥 󰁬a 󰁥󰁮󰁥󰁲󰁧󰃭a 󰁹 󰁥󰁳󰁴a 󰁥󰁮󰁥󰁲󰁧󰃭a 󰁥󰁳 󰁭󰁵󰁬󰁴󰁩󰁰󰁬󰁩󰁣a󰁤a 󰁩󰁮󰁳󰁴a󰁮󰁴󰃡󰁮󰁥a󰁭󰁥󰁮󰁴󰁥 󰁭󰁵󰁣󰁨a󰁳 󰁶󰁥󰁣󰁥󰁳.

󲀢   E󰁬 󰁰󰁲󰁯󰁢󰁬󰁥󰁭 󰁰󰁲󰁯󰁢󰁬󰁥󰁭aa 󰁣󰁯󰁮 󰁥󰁬 󰁧󰁯󰁬󰁰󰁥 󰁤󰁥 a󰁲󰁩 a󰁲󰁩󰁥󰁴󰁥 󰁥󰁴󰁥 󰁥󰁳 󰁱󰁵󰁥 󰁥󰁳 󰁥󰁳󰁴a 󰁴a 󰁥󰁮󰁥󰁲󰁧󰃭a 󰁥󰁮󰁥󰁲󰁧󰃭a 󰁭󰁵󰁬󰁴󰁩󰁰 󰁭󰁵󰁬󰁴󰁩󰁰󰁬󰁩󰁣 󰁬󰁩󰁣a󰁤a a󰁤a

󰁲󰁥󰁧󰁲󰁥󰁳 󰁲󰁥󰁧󰁲 󰁥󰁳aa 󰁥󰁮 󰁣󰁯󰁮󰁴 󰁣󰁯󰁮󰁴󰁲a 󰁲a 󰁤󰁥 󰁤󰁥󰁬󰁬 󰁦󰁬 󰁦󰁬󰁵󰁪 󰁵󰁪󰁯 󰁯 󰁩󰁮󰁩󰁣 󰁩󰁮󰁩󰁣󰁩a 󰁩a󰁬, 󰁬, 󰁤a 󰁤a󰃱a 󰃱a󰁮󰁤 󰁮󰁤󰁯 󰁯 󰁴󰁵 󰁴󰁵󰁢󰁥 󰁢󰁥󰁲󰃭 󰁲󰃭a󰁳 a󰁳,, 󰁣󰁯 󰁣󰁯󰁮󰁥 󰁮󰁥󰁸󰁩 󰁸󰁩󰁯󰁮 󰁯󰁮󰁥󰁳 󰁥󰁳,, 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳, 󰁢󰁯󰁭󰁢a󰁳 󰁣󰁯󰁮󰁴󰁲a 󰁩󰁮󰁣󰁥󰁮󰁤󰁩󰁯󰁳 󰁹 󰁰󰁵󰁥󰁤󰁥 󰁬󰁥󰁳󰁩󰁯󰁮a󰁲 a 󰁬󰁯󰁳 󰁯󰁰󰁥󰁲a󰁤󰁯󰁲󰁥󰁳 󰁤󰁥 󰁬a󰁳 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳.

󲀢   G󰁥 G󰁥󰁮󰁥 󰁮󰁥󰁲a 󰁲a󰁬󰁭 󰁬󰁭󰁥󰁮 󰁥󰁮󰁴󰁥 󰁴󰁥 󰁥󰁳 󰁥󰁳󰁴󰁯 󰁴󰁯 󰁳󰁵 󰁳󰁵󰁣󰁥 󰁣󰁥󰁤󰁥 󰁤󰁥 󰁣󰁵 󰁣󰁵a󰁮 a󰁮󰁤󰁯 󰁤󰁯 󰁤󰁥 󰁤󰁥󰁳󰁤 󰁳󰁤󰁥󰁥 a󰁬 a󰁬󰁧󰁵 󰁧󰁵󰁮󰁯 󰁮󰁯 󰁤󰁥 󰁬󰁯 󰁬󰁯󰁳󰁳 󰁰󰁵 󰁰󰁵󰁮󰁴 󰁮󰁴󰁯󰁳 󰁯󰁳 󰁤󰁥 󰁤󰁥󰁬󰁬

󰁳󰁩󰁳󰁴󰁥󰁭a 󰁤󰁥 a󰁧󰁵a 󰁦󰁬󰁵󰁹󰁥󰁮󰁤󰁯 󰁳󰁥 󰁣󰁯󰁲󰁴a 󰁥󰁬 a󰁧󰁵a 󰁲󰁥󰁰󰁥󰁮󰁴󰁩󰁮a󰁭󰁥󰁮󰁴󰁥. 󲀢   P󰁲 P󰁲󰁩󰁮 󰁩󰁮󰁣󰁩 󰁣󰁩󰁰a 󰁰a󰁬󰁭 󰁬󰁭󰁥󰁮 󰁥󰁮󰁴󰁥 󰁴󰁥 󰁥󰁬 󰁰󰁩 󰁰󰁩󰁴󰁯 󰁴󰁯󰁮󰁥 󰁮󰁥󰁲󰁯 󰁲󰁯 󰁰󰁵 󰁰󰁵󰁥󰁤 󰁥󰁤󰁥󰁥 󰁣a 󰁣a󰁵󰁳 󰁵󰁳a󰁲 a󰁲 󰁥󰁬 󰁧󰁯 󰁧󰁯󰁬󰁰 󰁬󰁰󰁥󰁥 󰁤󰁥 a󰁲 a󰁲󰁩󰁥 󰁩󰁥󰁴󰁥 󰁴󰁥 󰁣󰁵 󰁣󰁵a󰁮 a󰁮󰁤󰁯 󰁤󰁯 󰁴󰁲a󰁢a󰁪a 󰁣󰁯󰁮 󰁵󰁮 󰁰󰁩󰁴󰃳󰁮 󰁣󰁯󰁮 󰁬󰁬a󰁶󰁥 󰁤󰁥 󰁣󰁯󰁲󰁴󰁥 󰁣󰁯󰁮 󰁶󰃡󰁬󰁶󰁵󰁬a 󰁤󰁥 󰁢󰁯󰁬a. 󲀢   P󰁯 P󰁯󰁲󰁲 󰁬󰁯 󰁴a 󰁴a󰁮󰁴 󰁮󰁴󰁯 󰁯 󰁬󰁯 󰁬󰁯󰁳󰁳 󰁰󰁩 󰁰󰁩󰁴󰁯 󰁴󰁯󰁮󰁥 󰁮󰁥󰁲󰁯 󰁲󰁯󰁳󰁳 󰁤󰁥 󰁤󰁥󰁢󰁥 󰁢󰁥󰁲󰃡 󰁲󰃡󰁮 󰁮 󰁴󰁥 󰁴󰁥󰁮󰁥 󰁮󰁥󰁲󰁲 󰁥󰁳 󰁥󰁳󰁰󰁥 󰁰󰁥󰁣󰁩 󰁣󰁩a󰁬 a󰁬 󰁣󰁵 󰁣󰁵󰁩󰁤 󰁩󰁤a󰁤 a󰁤󰁯 󰁯 a󰁬 󰁣󰁥 󰁣󰁥󰁲󰁲 󰁲󰁲a󰁲  a󰁲  󰁥󰁳󰁴a󰁳 󰁬󰁬a󰁶󰁥󰁳 󰁴󰁲a󰁴a󰁮󰁤󰁯 󰁤󰁥 󰁨a󰁣󰁥󰁲󰁬󰁯 󰁤󰁥 󰁦󰁯󰁲󰁭a 󰁬󰁥󰁮󰁴a 󰁰a󰁲a 󰁥󰁶󰁩󰁴a󰁲 󰁥󰁬 󰁧󰁯󰁬󰁰󰁥 󰁤󰁥

a󰁲󰁩󰁥󰁴󰁥. 󰁖󰁩󰁤󰁥󰁯󰀺 12 󰁇󰁯󰁬󰁰󰁥 󰁤󰁥 󰁁󰁲󰁩󰁥󰁴󰁥  

CAIDA Y AUMENTO DE PRESI󰃓N POR GRAVEDAD 󲀢   U󰁮 U󰁮aa 󰁣󰁯󰁬󰁵󰁭󰁮 󰁣󰁯󰁬󰁵󰁭󰁮aa 󰁤󰁥 a󰁧󰁵a 󰁤󰁥 1 M󰁥󰁴󰁲󰁯 M󰁥󰁴󰁲󰁯 󰁧󰁥󰁮󰁥󰁲 󰁧󰁥󰁮󰁥󰁲aa 󰁵󰁮a 󰁰󰁲󰁥 󰁰󰁲󰁥󰁳󰁩 󰁳󰁩󰃳󰁮 󰃳󰁮 󰁤󰁥 1.42 PSI 󰁥󰁮 󰁬a 󰁢a󰁳󰁥 󰁤󰁥 󰁤󰁩󰁣󰁨a 󰁣󰁯󰁬󰁵󰁭󰁮a 󲀢   O 󰁬󰁯 󰁱󰁵 󰁱󰁵󰁥󰁥 󰁥󰁳 󰁬󰁯 󰁭󰁩󰁳󰁭 󰁭󰁩󰁳󰁭󰁯, 󰁯, 1 PS PSII 󰁧󰁥󰁮󰁥󰁲 󰁧󰁥󰁮󰁥󰁲a󰁲 a󰁲aa 󰁵󰁮 󰁵󰁮aa a󰁬 a󰁬󰁴󰁵 󰁴󰁵󰁲a 󰁲a 󰁤󰁥 󰁵󰁮a

󰁣󰁯󰁬󰁵󰁭󰁮a 󰁤󰁥 a󰁧󰁵a 󰁥󰁮 0.7 󰁭󰁥󰁴󰁲󰁯󰁳. 󲀢   E󰁳 E󰁳󰁴󰁯 󰁴󰁯 󰁳󰁩 󰁳󰁩󰁮 󰁮 󰁣󰁯 󰁣󰁯󰁮󰁳 󰁮󰁳󰁩󰁤 󰁩󰁤󰁥󰁲 󰁥󰁲a󰁲 a󰁲 󰁬a 󰁰󰁥 󰁰󰁥󰁲󰁤 󰁲󰁤󰁩󰁤 󰁩󰁤aa 󰁤󰁥 󰁰󰁲 󰁰󰁲󰁥󰁳 󰁥󰁳󰁩󰃳 󰁩󰃳󰁮 󰁮 󰁱󰁵 󰁱󰁵󰁥󰁥 󰁣a 󰁣a󰁵󰁳 󰁵󰁳aa 󰁬a

󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁤󰁥󰁬 a󰁧󰁵a 󰁣󰁯󰁮󰁴󰁲a 󰁬a󰁳 󰁴󰁵󰁢󰁥󰁲󰃭a󰁳.

󰁐 󰀽 󰀱󰀮󰀴󰀲 󰁈 󰁈 󰀽 󰀰󰀮󰀷󰀰 󰁐

P= P󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁮 PSI H = A󰁬󰁴󰁵󰁲a 󰁥󰁮 M󰁥󰁴󰁲󰁯󰁳

 

EJERCICIO Ha󰁬󰁬a󰁲 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 a󰁰󰁲󰁯󰁸󰁩󰁭a󰁤a 󰁥󰁪󰁥󰁲󰁣󰁩󰁤a 󰁰󰁯󰁲 󰁵󰁮 󰁣󰁯󰁬󰁵󰁭󰁮a 󰁤󰁥 a󰁧󰁵a 󰁤󰁥 3 󰁭󰁥󰁴󰁲󰁯󰁳

P = 1.42 H = 1.42 󰁸 3 = 4.26 PSI 󲀢   La a󰁬󰁴󰁵󰁲a a󰁬󰁴󰁵󰁲a a󰁰󰁲󰁯󰁸󰁩󰁭a󰁤a a󰁰󰁲󰁯󰁸󰁩󰁭a󰁤a 󰁤󰁥 󰁵󰁮 󰁰󰁩󰁳󰁯 󰁰󰁩󰁳󰁯 󰁤󰁥 󰁵󰁮 󰁥󰁤󰁩󰁦󰁩󰁣󰁩󰁯 󰁥󰁳 3 󰁭󰁥󰁴󰁲󰁯󰁳

󰁹 󰁥󰁳󰁴a a󰁬󰁴󰁵󰁲a 󰁧󰁥󰁮󰁥󰁲a 󰁵󰁮a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 4.26 󰁰󰁳󰁩. 󲀢   E󰁳󰁴󰁥 󰁣󰃡󰁬󰁣󰁵󰁬󰁯 󰁮󰁯 󰁣󰁯󰁮󰁳󰁩󰁤󰁥󰁲a 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 

󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮, 󰁳󰁩 󰃩󰁳󰁴a 󰁥󰁳 󰁣󰁯󰁮󰁳󰁩󰁤󰁥󰁲a󰁤a, 󰁵󰁮 󰁰󰁩󰁳󰁯 󰁤󰁥 󰁵󰁮 󰁥󰁤󰁩󰁦󰁩󰁣󰁩󰁯 󰁧󰁥󰁮󰁥󰁲a󰁲󰃡 a󰁰󰁲󰁯󰁸󰁩󰁭a󰁤a󰁭󰁥󰁮󰁴󰁥 5 󰁰󰁳󰁩 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮.   P= P󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁮 PSI P=5N N = # 󰁤󰁥 P󰁩󰁳󰁯󰁳

 

EJERCICIO 󲀢   Q󰁵󰁥 󰁰󰁲󰁥󰁳󰁩 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰃳󰁮 󰁤󰁥󰁢󰁥󰁲󰃡 󰁤󰁥󰁢󰁥󰁲󰃡 󰁩󰁮󰁹󰁥󰁣󰁴 󰁩󰁮󰁹󰁥󰁣󰁴a󰁲 a󰁲 󰁵󰁮a 󰁵󰁮a 󰁵󰁮󰁩󰁤a󰁤 󰁵󰁮󰁩󰁤a󰁤 󰁤󰁥 󰁢󰁯󰁭󰁢󰁥󰁲󰁯 󰁢󰁯󰁭󰁢󰁥󰁲󰁯󰁳󰁳 󰁰󰁯󰁲 

󰁬a 󰁤󰁥 󰁵󰁮󰁰󰁩󰁳󰁯 󰁥󰁤󰁩󰁦󰁩󰁣󰁩󰁯 󰁯󰁢󰁴󰁥󰁮󰁥󰁲 󰁵󰁮a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 100 PSI󰁳󰁩a󰁭󰁥󰁳a 󰁥󰁮 󰁥󰁬 󰁱󰁵󰁩󰁮󰁴󰁯 󰁤󰁥 󰁵󰁮󰁰a󰁲a 󰁥󰁤󰁩󰁦󰁩󰁣󰁩󰁯 󰁤󰁥 10 󰁰󰁩󰁳󰁯󰁳. 󲀢   Ha󰁬󰁬a󰁲 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 a󰁰󰁲󰁯󰁸󰁩󰁭a󰁤a 󰁤󰁥 󰁵󰁮a 󰁢󰁯󰁭󰁢a 󰁣󰁯󰁮󰁴󰁲a

󰁩󰁮󰁣󰁥󰁮󰁤󰁩󰁯󰁳 󰁩󰁮󰁳󰁴a󰁬a󰁤a 󰁥󰁮 󰁥󰁬 󰁳󰃳󰁴a󰁮󰁯 󰁤󰁥 󰁤󰁩󰁣󰁨󰁯 󰁥󰁤󰁩󰁦󰁩󰁣󰁩󰁯 󰁰a󰁲a 󰁴󰁥󰁮󰁥󰁲 󰁵󰁮a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁲󰁥󰁳󰁩󰁤󰁵a󰁬 󰁥󰁮 󰁬a 󰁳a󰁬󰁩󰁤a 󰁤󰁥󰁬 󰁧a󰁢󰁩󰁮󰁥󰁴󰁥 󰁤󰁥󰁬 󰁵󰁬󰁴󰁩󰁭󰁯 󰁰󰁩󰁳󰁯 󰁤󰁥 65 PSI 󰁹 󰁣󰁵a󰁬 󰁳󰁥󰁲󰃡 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁮 󰁥󰁬 󰁧a󰁢󰁩󰁮󰁥󰁴󰁥 󰁤󰁥󰁬 󰁳󰁥󰁧󰁵󰁮󰁤󰁯 󰁰󰁩󰁳󰁯. 󲀢   Ca Ca󰁬󰁣 󰁬󰁣󰁵󰁬 󰁵󰁬a󰁲 a󰁲 󰁬a 󰁰󰁲 󰁰󰁲󰁥󰁳 󰁥󰁳󰁩󰃳 󰁩󰃳󰁮 󰁮 󰁱󰁵 󰁱󰁵󰁥󰁥 󰁥󰁸 󰁥󰁸󰁩󰁳 󰁩󰁳󰁴󰁥 󰁴󰁥 󰁥󰁮 󰁥󰁬 󰁧a󰁢󰁩󰁮 󰁧a󰁢󰁩󰁮󰁥󰁴 󰁥󰁴󰁥󰁥 󰁤󰁥 󰁤󰁥󰁬󰁬 󰁰󰁲 󰁰󰁲󰁩󰁭 󰁩󰁭󰁥󰁲  󰁥󰁲 

󰁰󰁩󰁳󰁯 󰁳󰁩 󰁥󰁬 󰁥󰁤󰁩󰁦󰁩󰁣󰁩󰁯 󰁤󰁥󰁬 󰁥󰁪󰁥󰁲󰁣󰁩󰁣󰁩󰁯 a󰁮󰁴󰁥󰁲󰁩󰁯󰁲 󰁮󰁯 󰁴󰁩󰁥󰁮󰁥 󰁢󰁯󰁭󰁢a 󰁣󰁯󰁮󰁴󰁲a 󰁩󰁮󰁣󰁥󰁮󰁤󰁩󰁯󰁳 󰁳󰁩󰁮󰁯 󰁵󰁮 󰁴a󰁮󰁱󰁵󰁥 󰁥󰁬󰁥󰁶a󰁤󰁯 󰁥󰁮 󰁬a a󰁺󰁯󰁴󰁥a.

 

CRITERIOS PARA LA INYECCION DE AGUA EN UN SISTEMA DE MANGUERAS

PI = (PR + 1.66*H) PI PR H

= P󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 I󰁮󰁹󰁥󰁣󰁣󰁩󰃳󰁮 (PSI) = P󰁲󰁥󰁳󰁩󰃳󰁮 R󰁥󰁳󰁩󰁤󰁵a󰁬 R󰁥󰁱󰁵󰁥󰁲󰁩󰁤a 󰁥󰁮 󰁬a V󰃡󰁬󰁶󰁵󰁬a (PSI) = A󰁬󰁴 󰁬󰁴󰁵󰁲 󰁵󰁲aa 󰁤󰁥 󰁤󰁥󰁳󰁤 󰁳󰁤󰁥󰁥 󰁬a 󰁳󰁩 󰁳󰁩a󰁭 a󰁭󰁥󰁳 󰁥󰁳aa 󰁨a 󰁨a󰁳󰁴 󰁳󰁴aa 󰁥󰁬 󰁰󰁵 󰁰󰁵󰁮󰁴 󰁮󰁴󰁯 󰁯 󰁤󰁥 󰁤󰁥󰁳󰁣a󰁲󰁧a (󰁭󰁥󰁴󰁲󰁯󰁳)

E󰁪󰁥󰁲󰁣󰁩󰁣󰁩󰁯󰁳 󰂿C󰁵a󰁬 󰁥󰁳 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁲󰁥󰁱󰁵󰁥󰁲󰁩󰁤a 󰁰a󰁲a 󰁬󰁯󰁧󰁲a󰁲 100 PSI 󰁥󰁮 󰁵󰁮a 󰁶󰃡󰁬󰁶󰁵󰁬a 󰁵󰁢󰁩󰁣a󰁤a 󰁥󰁮 󰁥󰁬 9󰁯. 󰁰󰁩󰁳󰁯 󰁤󰁥 󰁵󰁮 󰁥󰁤󰁩󰁦󰁩󰁣󰁩󰁯, 󰁱󰁵󰁥 󰁴󰁩󰁥󰁮󰁥

󰁰󰁩󰁳󰁯󰁳 󰁴󰃭󰁰󰁩󰁣󰁯󰁳 󰁤󰁥 2.8 󰁭󰁥󰁴󰁲󰁯󰁳?  

EJERCICIOS 󰂿Ca󰁬󰁣󰁵󰁬a󰁲 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 󰁩󰁮󰁹󰁥󰁣󰁣󰁩󰃳󰁮 󰁮󰁥󰁣󰁥󰁳a󰁲󰁩a 󰁰a󰁲a 󰁬󰁯󰁧󰁲a󰁲 90 󰁰󰁳󰁩 󰁥󰁮 󰁵󰁮 󰁧a󰁢󰁩󰁮󰁥󰁴󰁥 󰁵󰁢󰁩󰁣a󰁤󰁯 󰁥󰁮 󰁥󰁬 󰁵󰁬󰁴󰁩󰁭󰁯 󰁰󰁩󰁳󰁯 󰁤󰁥 󰁵󰁮 󰁥󰁤󰁩󰁦󰁩󰁣󰁩󰁯 󰁤󰁥 15 󰁰󰁩󰁳󰁯󰁳 󰁱󰁵󰁥 󰁴󰁩󰁥󰁮󰁥 󰁰󰁩󰁳󰁯󰁳 󰁴󰃭󰁰󰁩󰁣󰁯󰁳 󰁤󰁥 󰁵󰁮a a󰁬󰁴󰁵󰁲a 󰁤󰁥 2.9 󰁭󰁥󰁴󰁲󰁯󰁳 󰁹 󰁵󰁮a 󰁭󰁥󰁺a󰁮󰁩󰁮󰁥 󰁤󰁥 10 󰁭󰁥󰁴󰁲󰁯󰁳? 󰂿C󰁵󰃡󰁬 󰁥󰁳 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 󰁩󰁮󰁹󰁥󰁣󰁣󰁩󰃳󰁮 󰁮󰁥󰁣󰁥󰁳a󰁲󰁩a 󰁰a󰁲a 󰁬󰁯󰁧󰁲a󰁲 75 󰁰󰁳󰁩 󰁥󰁮 󰁵󰁮 󰁧a󰁢󰁩󰁮󰁥󰁴󰁥 󰁵󰁢󰁩󰁣a󰁤󰁯 󰁥󰁮 󰁥󰁬 󰁴󰁥󰁲󰁣󰁥󰁲 󰁳󰃳󰁴a󰁮󰁯 󰁤󰁥 󰁵󰁮 󰁥󰁤󰁩󰁦󰁩󰁣󰁩󰁯 󰁱󰁵󰁥 󰁴󰁩󰁥󰁮󰁥 󰁰󰁩󰁳󰁯󰁳 󰁴󰃭󰁰󰁩󰁣󰁯󰁳 󰁤󰁥 󰁵󰁮a a󰁬󰁴󰁵󰁲a 󰁤󰁥 3.5 󰁭󰁥󰁴󰁲󰁯󰁳? 󰂿C󰃳󰁭󰁯 󰁳󰁥 󰁭󰁯󰁤󰁩󰁦󰁩󰁣a 󰁬a 󰁦󰁯󰁲󰁭󰁵󰁬a a󰁮󰁴󰁥󰁲󰁩󰁯󰁲 󰁰a󰁲a 󰁣a󰁬󰁣󰁵󰁬a󰁲 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 󰁩󰁮󰁹󰁥󰁣󰁣󰁩󰃳󰁮 󰁤󰁥 a󰁣󰁵󰁥󰁲󰁤󰁯 a󰁬 󰁮󰁵󰁭󰁥󰁲󰁯 󰁤󰁥 󰁰󰁩󰁳󰁯󰁳, 󰁳󰁩󰁥󰁮󰁤󰁯 󰁬a a󰁬󰁴󰁵󰁲a 󰁴󰃭󰁰󰁩󰁣a 󰁤󰁥 2.8 󰁭󰁥󰁴󰁲󰁯󰁳?

 

PASO DEDE LIQUIDOS A TRAVES ORIFICIOS E󰁬 󰁣a󰁵󰁤a󰁬 󰁱󰁵󰁥 󰁰a󰁳a 󰁰󰁯󰁲 󰁵󰁮 󰁯󰁲󰁩󰁦󰁩󰁣󰁩󰁯 󰁤󰁥󰁰󰁥󰁮󰁤󰁥 󰁤󰁥󰁬 󰁤󰁩󰃡󰁭󰁥󰁴󰁲󰁯 󰁤󰁥󰁬 󰁯󰁲󰁩󰁦󰁩󰁣󰁩󰁯 󰁹 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁲󰁥󰁳󰁩󰁤󰁵a󰁬 󰁥󰁮 󰁬a 󰁳a󰁬󰁩󰁤a 󰁤󰁥 󰁤󰁩󰁣󰁨󰁯 󰁯󰁲󰁩󰁦󰁩󰁣󰁩󰁯

󰁑 󰀽 󰀲󰀹󰀮󰀷 󰁤  󰁰 󰀲

Q = Ca󰁵󰁤a󰁬 󰁥󰁮 󰁧a󰁬󰁯󰁮󰁥󰁳 󰁰󰁯󰁲 󰁭󰁩󰁮󰁵󰁴󰁯. 󰁤 = D󰁩󰃡󰁭󰁥󰁴󰁲󰁯 󰁤󰁥󰁬 󰁴󰁵󰁢󰁯 󰁥󰁮 󰁰󰁵󰁬󰁧a󰁤a󰁳. P = P󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥󰁬 a󰁧󰁵a 󰁥󰁮 PSI.

 

EJERCICIOS a󰁬󰁬a 󰁬a󰁲󰁲 󰁬a 󰁤󰁥󰁳󰁣a 󰁤󰁥󰁳󰁣a󰁲󰁧 󰁲󰁧aa 󰁰󰁯 󰁰󰁯󰁲󰁲 󰁭󰁩 󰁭󰁩󰁮󰁵 󰁮󰁵󰁴󰁯 󰁴󰁯 󰁤󰁥 󰁵󰁮 󰁰󰁩 󰁰󰁩󰁴󰃳 󰁴󰃳󰁮 󰁮 󰁤󰁥 󲀢   Ha󰁬 󰁣󰁨󰁯󰁲󰁲󰁯 󰁭a󰁥󰁳󰁴󰁲󰁯 󰁣󰁯󰁮 󰁯󰁲󰁩󰁦󰁩󰁣󰁩󰁯 󰁤󰁥 󰁳a󰁬󰁩󰁤a 󰁤󰁥 1 󰂽" 󰁣󰁵a󰁮󰁤󰁯 󰁥󰁳󰁴󰁥 󰁥󰁳 󰁯󰁰󰁥󰁲a󰁤󰁯 a 󰁵󰁮a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 100 󰁰󰁳󰁩 󰂿Q󰁵󰁥󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁳󰁥 󰁮󰁥󰁣󰁥 󰁮󰁥󰁣󰁥󰁳󰁩󰁴a 󰁳󰁩󰁴a a󰁰󰁬󰁩󰁣 a󰁰󰁬󰁩󰁣a󰁲 a󰁲 a 󰁬a 󰁰󰁵󰁮󰁴a 󰁰󰁵󰁮󰁴a 󰁤󰁥 󰁤󰁥 󲀢   󰂿Q󰁵 󰁵󰁮 󰁰󰁩󰁴󰃳󰁮 󰁤󰁥 1 1/2" 󰁣󰁯󰁮 󰁯󰁲󰁩󰁦󰁩󰁣󰁩󰁯 󰁤󰁥 3/4" 󰁰a󰁲a 󰁤󰁥󰁳a󰁲󰁲󰁯󰁬󰁬a󰁲 125 󰁧󰁰󰁭

 

COEFICIENTES DE DESCARGA 󲀢   E󰁮 󰁣󰁯󰁮󰁤󰁩󰁣󰁩 󰁣󰁯󰁮󰁤󰁩󰁣󰁩󰁯󰁮󰁥 󰁯󰁮󰁥󰁳󰁳 󰁲󰁥a󰁬󰁥󰁳, 󰁲󰁥a󰁬󰁥󰁳, 󰁰a󰁲a 󰁯󰁢󰁴󰁥󰁮󰁥󰁲 󰁯󰁢󰁴󰁥󰁮󰁥󰁲 󰁥󰁬 󰁣a󰁵󰁤a󰁬 󰁣a󰁵󰁤a󰁬 󰁱󰁵󰁥 󰁰a󰁳 󰁰a󰁳aa a

󰁴󰁲a󰁶󰃩󰁳 󰁤󰁥 󰁵󰁮 󰁯󰁲󰁩󰁦󰁩󰁣󰁩󰁯 󰁨a󰁹 󰁱󰁵󰁥 󰁣󰁯󰁮󰁳󰁩󰁤󰁥󰁲a󰁲 󰁤󰁯󰁳 󰁥󰁬󰁥󰁭󰁥󰁮󰁴󰁯󰁳 󰁱󰁵󰁥 󰁭󰁯󰁤󰁩󰁦󰁩󰁣a󰁮 󰁬󰁯󰁳 󰁶a󰁬󰁯󰁲󰁥󰁳 󰁴󰁥󰃳󰁲󰁩󰁣󰁯󰁳: C󰁶= C󰁯󰁥󰁦󰁩󰁣󰁩󰁥󰁮󰁴󰁥 󰁤󰁥 V󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󲀢   La 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁲󰁥a󰁬 󰁤󰁥󰁬 a󰁧󰁵a, 󰁣󰁯󰁮󰁳󰁩󰁤󰁥󰁲a󰁤a 󰁣󰁯󰁮󰁳󰁩󰁤󰁥󰁲a󰁤a 󰁣󰁯󰁭󰁯 󰁬a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤

󰁰󰁲󰁯󰁭󰁥󰁤󰁩󰁯 󰁥󰁮 󰁴󰁯󰁤a 󰁬a 󰁳󰁥󰁣󰁣󰁩󰃳󰁮 󰁴󰁲a󰁮󰁳󰁶󰁥󰁲󰁳a󰁬 󰁤󰁥 󰁬a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁯 󰁭a󰁮󰁧󰁵󰁥󰁲a. E󰁳󰁴a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁥󰁳 a󰁬󰁧󰁯 󰁩󰁮󰁦󰁥󰁲󰁩󰁯󰁲 a 󰁬a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁯󰁢󰁴󰁥󰁮󰁩󰁤a 󰁰󰁯󰁲 󰁣󰃡󰁬󰁣󰁵󰁬󰁯 a 󰁰a󰁲󰁴󰁩󰁲 󰁤󰁥 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮. E󰁳󰁴a 󰁲󰁥󰁤󰁵󰁣󰁣󰁩󰃳󰁮 󰁳󰁥 󰁤󰁥󰁢󰁥 a 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁹 a 󰁬a

󰁴󰁵󰁲󰁢󰁵󰁬󰁥󰁮󰁣󰁩a 󰁤󰁥󰁬 a󰁧󰁵a L󰁯󰁳 󰁣󰁯󰁥󰁦󰁩󰁣󰁩󰁥󰁮󰁴󰁥󰁳 󰁤󰁥 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁳󰃳󰁬󰁯 󰁰󰁵󰁥󰁤󰁥󰁮 󰁳󰁥󰁲 󰁯󰁢󰁴󰁥󰁮󰁩󰁤󰁯󰁳 󰁭󰁥󰁤󰁩a󰁮󰁴󰁥 󰁰󰁲󰁵󰁥󰁢a󰁳 󰁤󰁥 󰁬a󰁢󰁯󰁲a󰁴󰁯󰁲󰁩󰁯.  

COEFICIENTES DE DESCARGA C󰁣 = C󰁯󰁥󰁦󰁩󰁣󰁩󰁥󰁮󰁴󰁥 󰁤󰁥 󰁣󰁯󰁮󰁴󰁲a󰁣󰁣󰁩󰃳󰁮

󲀢   A󰁭󰁢󰁯󰁳 󰁣󰁯󰁥󰁦󰁩󰁣󰁩󰁥󰁮󰁴󰁥󰁳 (C󰁶 󰁹 C󰁣) 󰁣󰁯󰁮󰁴󰁲a󰁥󰁮 󰁥󰁬 󰁶a󰁬󰁯󰁲 󰁴󰁥󰃳󰁲󰁩󰁣󰁯

󰁣a󰁬󰁣󰁵󰁬a󰁤󰁯 󰁭󰁥󰁤󰁩a󰁮󰁴󰁥 F󰃳󰁲󰁭󰁵󰁬a 12. 󲀢   E󰁮 󰁴󰃩󰁲󰁭󰁩󰁮󰁯 󰁴󰃩󰁲󰁭󰁩󰁮󰁯󰁳󰁳 󰁰󰁲󰃡 󰁰󰁲󰃡󰁣󰁴󰁩 󰁣󰁴󰁩󰁣󰁯󰁳 󰁣󰁯󰁳 C󰁶 󰁹 C󰁣 󰁰󰁵󰁥󰁤󰁥󰁮 󰁰󰁵󰁥󰁤󰁥󰁮 󰁣󰁯󰁭󰁢󰁩󰁮a󰁲 󰁣󰁯󰁭󰁢󰁩󰁮a󰁲󰁳󰁥 󰁳󰁥 󰁥󰁮 󰁵󰁮

󰁳󰁯󰁬󰁯 󰁣󰁯󰁥󰁦󰁩󰁣󰁩󰁥󰁮󰁴󰁥 󰁤󰁥 󰁤󰁥󰁳󰁣a󰁲󰁧a C󰁤 󰁱󰁵󰁥 a󰁰󰁬󰁩󰁣a󰁤󰁯 a F󰃳󰁲󰁭󰁵󰁬a 12 󰁮󰁯󰁳 󰁤a:

 

COEFICIENTES DE DESCARGA Q = 29.7 (C󰁶 󰁸 C󰁣) 󰁤2  󰁰 = 29.7 C󰁤 󰁸 󰁤2  󰁰 󲀢   C󰁤 󰁳󰁥󰁲󰁩a a󰁳󰃭, 󰁬a 󰁲󰁥󰁬a󰁣󰁩󰃳󰁮 󰁥󰁮󰁴󰁲󰁥 󰁬a 󰁤󰁥󰁳󰁣a󰁲󰁧a 󰁲󰁥a󰁬 󰁹 󰁬a 󰁴󰁥󰃳󰁲󰁩󰁣a,

󰁥󰁳󰁴󰁥 󰁣󰁯󰁥󰁦󰁩󰁣󰁩󰁥󰁮󰁴󰁥 󰁳󰁥 󰁤󰁥󰁴󰁥󰁲󰁭󰁩󰁮a 󰁰󰁯󰁲 󰁰󰁲󰁯󰁣󰁥󰁤󰁩󰁭󰁩󰁥󰁮󰁴󰁯󰁳 󰁤󰁥 󰁥󰁮󰁳a󰁹󰁯 󰁮󰁯󰁲󰁭a󰁬󰁩󰁺a󰁤󰁯󰁳.

󲀢   D󰁥 󰁥󰁳󰁴a 󰁭a󰁮󰁥󰁲a 󰁭a󰁮󰁥󰁲a 󰁥󰁳 󰁱󰁵󰁥 󰁳󰁥 󰁤󰁥󰁴󰁥󰁲󰁭󰁩󰁮a 󰁤󰁥󰁴󰁥󰁲󰁭󰁩󰁮a 󰁥󰁬 󰁣a󰁵󰁤a󰁬 󰁣a󰁵󰁤a󰁬 󰁤󰁥 󰁲󰁯󰁣󰁩a󰁤󰁯 󰁲󰁯󰁣󰁩a󰁤󰁯󰁲  󰁲 

󰁰󰁯󰁲 󰁬󰁯 󰁱󰁵󰁥 󰁬󰁯󰁳 󰁣󰁯󰁥󰁦󰁩󰁣󰁩󰁥󰁮󰁴󰁥 󰁩󰁮󰁤󰁩󰁣a󰁤󰁯󰁳 a󰁮󰁴󰁥󰁲󰁩󰁯󰁲󰁭󰁥󰁮󰁴󰁥 󰁳󰁥 󰁣󰁯󰁮󰁶󰁩󰁥󰁲󰁴󰁥󰁮 󰁥󰁮 󰁵󰁮a 󰁮󰁵󰁥󰁶a 󰁣󰁯󰁮󰁳󰁴a󰁮󰁴󰁥 󰁬󰁬a󰁭a󰁤a 󲀜K󲀝 󰁹 󰁥󰁳 󰁭󰁵󰁹 󰁣󰁯󰁮󰁯󰁣󰁩󰁤󰁯 󰁰󰁯󰁲 󰁳󰁵 󰁮󰁯󰁭󰁢󰁲󰁥 󲀜Fa󰁣󰁴󰁯󰁲 K󲀝. Q = 29.7 󰁸 C󰁤 󰁸 󰁤2  󰁰 = K  󰁰 => Q = K  󰁰

 

PASO DE LIQUIDOS A TRAVES DE PITONES NEBLINA

La 󰁤󰁥󰁳󰁣a󰁲󰁧a 󰁵󰁮 a 󰁴󰁲a󰁶󰃩󰁳 󰁰󰁩󰁴󰃳󰁮 󰁮󰁥󰁢󰁬󰁩󰁮a 󰁳󰁥 󰁰󰁵󰁥󰁤󰁥 󰁣󰁯󰁮󰁯󰁣󰁩󰁥󰁮󰁤󰁯 󰁣a󰁵󰁤a󰁬󰁤󰁥󰁤󰁥󰁵󰁮 󰁤󰁥󰁳󰁣a󰁲󰁧a 󰁥󰁳󰁰󰁥󰁣󰁩󰁦󰁩󰁣󰁯 a 󰁵󰁮 󰁣a󰁬󰁣󰁵󰁬a󰁲  󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁲󰁥󰁤󰁥󰁴󰁥󰁲󰁭󰁩󰁮a󰁤a. L󰁯󰁳 P󰁩󰁴󰁯󰁮󰁥󰁳 󰁤󰁥 󰁮󰁥󰁢󰁬󰁩󰁮a 󰁧󰁥󰁮󰁥󰁲a󰁬󰁭󰁥󰁮󰁴󰁥 󰁳󰁯󰁮 󰁲󰁥󰁮 a󰁴󰁴󰁯󰁮󰁣 󰁥a󰁮󰁣󰁥󰁳 󰁤󰁯󰁥󰁳 󰁳 󰁰󰁥󰁬a󰁲a󰁣a 󰁤 󰁥󰁵󰁬󰁯 󰁳󰁣a 󰁳󰁣 󰁧a󰁬󰁲 󰁶󰁯 󰁵󰁮󰁬󰁵󰁭󰁥 󰁣a󰁵󰁮󰁤a󰁤󰁥 󰁬 󰁳󰁣a󰁲 󰁥󰁳󰁰 󰁳󰁰󰁥 󰁥󰁧a󰁤󰁯 󰁣󰁩󰁦󰁤󰁯 󰁩󰁣󰁯 aa 󰁣󰁵 10a󰁬󰁱󰁵 0󰁱󰁵󰁩󰁥 P󰁩󰁥󰁲  S󰁲  I 󰁥󰁮󰁴󰁯 󰁣a󰁬󰁣 󰁬󰁣󰁵󰁬 󰁯a󰁲󰁤󰁥 󰁤󰁥󰁬 󰁶󰁯󰁬󰁵 󰁭󰁥󰁮 󰁤󰁥󰁳󰁣 a󰁲󰁧a 󰁣󰁵a󰁬 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁵󰁥󰁤󰁥 󰁳󰁥󰁲 󰁤󰁥󰁴󰁥󰁲󰁭󰁩󰁮a󰁤󰁯 󰁵󰁴󰁩󰁬󰁩󰁺a󰁮󰁤󰁯 󰁬a 󰁦󰁯󰁲󰁭󰁵󰁬a 󰁳󰁩󰁧󰁵󰁩󰁥󰁮󰁴󰁥:

 󰁐󰀱

󰁑󰀱

󰀽

󰁄󰁯󰁮󰁤󰁥 󰁑󰀲 󰁹 󰁐󰀲 󰁳󰁥󰁲󰃡󰁮 󰁥󰁬 󰁮󰁵󰁥󰁶󰁯 󰁣󰁡󰁵󰁤󰁡󰁬 󰁹 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁡󰁤󰁯 󰁵󰁮 󰁣󰁡󰁵󰁤󰁡󰁬 󰁹 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰀨󰁑󰀱 󰁹 󰁐󰀱󰀩 󰁥󰁳󰁰󰁥󰁣󰁩󰁦󰁩󰁣󰁡󰁤󰁡󰁳 󰁰󰁯󰁲 󰁥󰁬 󰁦󰁡󰁢󰁲󰁩󰁣󰁡󰁮󰁴󰁥󰀮

󰁑󰀲

 󰁐󰀲

 

EJERCICIOS 󲀢   U󰁮 󰁰󰁩󰁴󰃳󰁮 󰁰󰁩󰁴󰃳󰁮 󰁤󰁥 󰁮󰁥󰁢󰁬󰁩 󰁮󰁥󰁢󰁬󰁩󰁮a 󰁮a 󰁥󰁳 󰁲a󰁴󰁥a󰁤 󰁲a󰁴󰁥a󰁤󰁯 󰁯 󰁰a󰁲a 󰁤󰁥󰁳󰁣a 󰁤󰁥󰁳󰁣a󰁲󰁧a󰁲  󰁲󰁧a󰁲 

250 GPM a 100 PSI. 󰂿 C󰁵󰃡󰁬 󰁳󰁥󰁲󰃡 󰁬a 󰁤󰁥󰁳󰁣a󰁲󰁧a 󰁤󰁥

󰁥󰁳󰁴󰁥󰁰󰁩󰁴󰃳󰁮 󰁰󰁩󰁴󰃳󰁮 󰁣󰁵a󰁮󰁤󰁯 󰁯󰁰󰁥󰁲󰁥 81 PSI? 󰁰󰁩󰁴 󰃳󰁮 󰁤󰁥 󰁮󰁥󰁢󰁬󰁩󰁮a 󰁮󰁥󰁢󰁬󰁩 󰁮a 󰁥󰁳 󰁲a󰁴󰁥a󰁤 󰁲aa󰁴󰁥a󰁤󰁯 󰁯 󰁰a󰁲a 󰁤󰁥󰁳󰁣a 󰁤󰁥󰁳󰁣a󰁲󰁧a󰁲  󰁲󰁧a󰁲  󲀢   U󰁮 30 󰁧󰁰󰁭. 󰂿C󰁵󰃡󰁬 󰁳󰁥󰁲󰃡 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁱󰁵󰁥 󰁲󰁥󰁱󰁵󰁥󰁲󰁩󰁲󰃡 󰁰a󰁲a 󰁤󰁥󰁳󰁣a󰁲󰁧a󰁲 45 󰁧󰁰󰁭 ?

 

PERDIDA DE PRESION POR FRICCION

E󰁬 a󰁧󰁵a 󰁱󰁵󰁥 󰁦󰁬󰁵󰁹󰁥 a 󰁴󰁲a󰁶󰃩󰁳 󰁤󰁥 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁯 󰁴󰁲a󰁭󰁯 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁥󰁮󰁣󰁵󰁥󰁮󰁴󰁲a 󰁣󰁩󰁥󰁲󰁴a 󰁲󰁥󰁳󰁩󰁳󰁴󰁥󰁮󰁣󰁩a 󰁱󰁵󰁥 󰁤󰁥󰁢󰁥 󰁶󰁥󰁮󰁣󰁥󰁲 󰁣󰁯󰁮 󰁰󰁲󰁥󰁳󰁩󰃳󰁮. E󰁳󰁴a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁵󰁳󰁵a󰁬󰁭󰁥󰁮󰁴󰁥 󰁳󰁥 󰁬󰁬a󰁭a "󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰 󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 󰁰󰁯󰁲󰁥󰁬 󰁲󰁯󰁺a󰁭󰁩󰁥󰁮󰁴󰁯 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮". 󰁤󰁥󰁬 E󰁳󰁴aa󰁧󰁵a 󰁰󰁥󰁣󰁯󰁮󰁴󰁲a 󰁲󰁤󰁩󰁤a 󰁬a󰁳 󰁥󰁳 󰁣a󰁵󰁳a󰁤a 󰁰a󰁲󰁥󰁤󰁥󰁳󰁳 󰁤󰁥󰁬 󰁴󰁵󰁢󰁯 󰁯 󰁭a󰁮󰁧󰁵󰁥 󰁰a󰁲󰁥󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁲a 󰁱󰁵󰁥 󰁬󰁯 󰁣󰁯󰁮󰁴󰁩󰁥 󰁣󰁯󰁮󰁴󰁩󰁥󰁮󰁥 󰁮󰁥 󰁹 󰁰󰁯󰁲 󰁥󰁬 󰁭󰁯󰁶󰁩󰁭󰁩󰁥󰁮󰁴󰁯 󰁤󰁥 󰁬a󰁳 󰁭󰁯󰁬󰃩󰁣󰁵󰁬a󰁳 󰁤󰁥 a󰁧󰁵a 󰁥󰁮󰁴󰁲󰁥 󰁳󰃭 (󰁴󰁵󰁲󰁢󰁵󰁬󰁥󰁮󰁣󰁩a).

 

PRIMER PRINCIPIO

T󰁯󰁤󰁯 󰁬󰁯 󰁤󰁥󰁭󰃡󰁳 󰁣󰁯󰁮󰁳󰁴a󰁮󰁴󰁥, 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁶a󰁲󰁩a 󰁤󰁩󰁲󰁥󰁣󰁴a󰁭󰁥󰁮󰁴󰁥 󰁣󰁯󰁮 󰁥󰁬 󰁬a󰁲󰁧󰁯 󰁤󰁥 󰁬a 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁯 󰁴󰁵󰁢󰁥󰁲󰃭a. S󰁩 󰁰󰁯󰁲 100 󰁰󰁩󰁥󰁳 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁰a󰁳a󰁮 200 GPM 󰁹 󰁨a󰁹 󰁵󰁮a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 10 PSI, 󰁥󰁮󰁴󰁯󰁮󰁣󰁥󰁳 󰁰󰁯󰁲 200 󰁰󰁩󰁥󰁳 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁨a󰁢󰁲󰃡 󰁵󰁮a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 20 PSI.

 

SEGUNDO PRINCIPIO A󰁮󰁴󰁥 󰁵󰁮a 󰁭󰁩󰁳󰁭a 󰁤󰁥󰁳󰁣a󰁲󰁧a, 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰 󰁯󰁲 󰁦󰁲󰁩󰁣󰁣󰁤󰁥󰁬 󰁩󰃳󰁮 󰁤󰁩󰃡󰁭󰁥󰁴󰁲󰁯 󰁶a󰁲󰁩a 󰁩󰁮󰁤󰁥 󰁶󰁥󰁲󰁬a󰁳a󰁴󰁵󰁢󰁥󰁲󰃭a 󰁭󰁥󰁮󰁴󰁥 󰁯󰁣󰁭a󰁮󰁧󰁵󰁥󰁲a. 󰁯󰁮 󰁬a 󰁱󰁵󰁩󰁮󰁴a 󰁰󰁯󰁴󰁥󰁮󰁣󰁩a E 󰁥 󰁥󰁴󰁰󰁲󰁯 󰁲󰁩󰁳󰁮󰁣󰁩󰁤󰁰󰁥󰁩󰁯 󰁴󰁵󰁰󰁢󰁲󰁥󰁵󰁲󰁥󰃭a󰁢a󰁯 󰁬a󰁭a󰁶󰁮󰁥󰁧󰁮󰁵󰁴󰁥a󰁲󰁪a 󰁹󰁤󰁥󰁳󰁥󰁧󰁲󰁰 a󰁮 󰁤󰁩󰁳󰃡󰁴󰁭 󰁵󰁥󰁤󰁤󰁥󰁳󰁥 󰁲󰁥󰁳󰁵󰁭󰁩󰁲 󰁥󰁮 󰁬a 󰁳󰁩󰁧󰁵󰁩󰁥󰁮󰁴󰁥 󰁦󰁯󰁲󰁭󰁵󰁬a:  P = (D1 / D2)5

D󰁯󰁮󰁤󰁥   P 󰁩󰁮󰁤󰁩󰁣a 󰁬a 󰁲󰁥󰁬a󰁣󰁩󰃳󰁮 󰁤󰁥 󰁣a󰁭󰁢󰁩󰁯 󰁥󰁮 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁣󰁵a󰁮󰁤󰁯 󰁳󰁥 󰁣a󰁭󰁢󰁩a 󰁥󰁬 󰁤󰁩󰃡󰁭󰁥󰁴󰁲󰁯 󰁤󰁥 󰁬a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁤󰁥 D1 a D2, 󰁭a󰁮󰁴󰁥󰁮󰁩󰃩󰁮󰁤󰁯󰁳󰁥

󰁣󰁯󰁮󰁳󰁴a󰁮󰁴󰁥 󰁬a 󰁤󰁥󰁳󰁣a󰁲󰁧a.  

EJERCICIOS S󰁩 󰁵󰁮a 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁤󰁥 2󰂽 󰁰󰁵󰁬󰁧a󰁤a󰁳 󰁤󰁥󰁳󰁣a󰁲󰁧a󰁮󰁤󰁯 250 GPM 󰁴󰁩󰁥󰁮󰁥 󰁵󰁮a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁤󰁥 15 PSI 󰁰󰁯󰁲 󰁣a󰁤a 100 󰁰󰁩󰁥󰁳 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a. 󰂿C󰁵󰃡󰁬 󰁳󰁥󰁲󰃡 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁳󰁩 󰁥󰁬 󰁭󰁩󰁳󰁭󰁯 󰁣a󰁵󰁤a󰁬 󰁥󰁳 󰁤󰁥󰁳󰁣a󰁲󰁧a󰁤󰁯 󰁰󰁯󰁲 󰁵󰁮a 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁤󰁥 1 󰂽 󰁰󰁵󰁬󰁧a󰁤a󰁳?  P = (D1 / D2)5 = (2.5/1.5)5 = 12.86 P󰁯󰁲 󰁬󰁯 󰁴a󰁮󰁴󰁯 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁥󰁮 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁤󰁥 1󰂽 󰁳󰁥󰁲󰃡 12.86 󰁶󰁥󰁣󰁥󰁳 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁮 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁤󰁥 2󰂽. E󰁳 󰁤󰁥󰁣󰁩󰁲 15 󰁸 12.86 = 192.90 PSI 󰁰󰁯󰁲 󰁣a󰁤a 100 󰁰󰁩󰁥󰁳 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a. C󰁯󰁭󰁯 󰁰󰁯󰁤󰁥󰁭󰁯󰁳 a󰁰󰁲󰁥󰁣󰁩a󰁲 󰁥󰁳 󰁰󰁲󰃡󰁣󰁴󰁩󰁣a󰁭󰁥󰁮󰁴󰁥 󰁩󰁭󰁰󰁯󰁳󰁩󰁢󰁬󰁥 󰁱󰁵󰁥 󰁵󰁮a 󰁤󰁥󰁳󰁣a󰁲󰁧a

󰁤󰁥 250 GPM 󰁳󰁥a 󰁣󰁯󰁮󰁤󰁵󰁣󰁩󰁤a 󰁰󰁯󰁲 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁤󰁥 1󰂽  

TERCER PRINCIPIO Da󰁤a 󰁵󰁮a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁤󰁥 󰁦󰁬󰁵󰁪󰁯, 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲  󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁥󰁳 a󰁰󰁲󰁯󰁸󰁩󰁭a󰁤a󰁭󰁥󰁮󰁴󰁥 󰁬a 󰁤󰁥 󰁭󰁩󰁳󰁭a 󰁳󰁩󰁮 󰁯󰁩󰁭󰁰󰁯󰁲󰁴a󰁲 󰁣󰁵a󰁬 󰁳󰁥a 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥󰁮󰁴󰁲󰁯 󰁤󰁥󰁬 󰁳󰁩󰁳󰁴󰁥󰁭a 󰁴󰁵󰁢󰁥󰁲󰃭a󰁳 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳. E󰁳󰁴󰁯 󰁥󰁸󰁰󰁬󰁩󰁣a 󰁰󰁯󰁲󰁱󰁵󰁥 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁥󰁳 󰁣a󰁳󰁩 󰁤󰁥 󰁵󰁬a 󰁮a󰁭󰁩󰁳󰁭a 󰁭a󰁮󰁧󰁣󰁵a󰁮󰁤󰁯 󰁵󰁥󰁲a 󰁤󰁥󰁵󰁮󰁣󰁩󰁤󰁥󰁴󰁥󰁲󰁭󰁩󰁮a󰁤󰁯 󰁥󰁲󰁴󰁯 󰁤󰁩󰃡󰁭󰁥󰁴󰁲󰁯󰁣a󰁵󰁤a󰁬 󰁳󰁥a 󰁣󰁰a󰁳a 󰁵a󰁬 󰁦a󰁵󰁴󰁲a󰁶󰃩󰁳 󰁥󰁲a 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 󰁬a 󰁢󰁯󰁭󰁢a. P󰁯󰁲 󰁥󰁪󰁥󰁭󰁰󰁬󰁯 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁤󰁥 2󰂽 󰁰 󰁵󰁬󰁧a󰁤a󰁰󰁥󰁲󰁤󰁩󰁤a 󰁳 󰁰󰁯󰁲 2󰁤󰁥 00󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁩󰁥󰁳 󰁤󰁰󰁯󰁲 󰁥󰁳󰁣a󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁲󰁧a󰁮󰁤󰁯 󰁳󰁥a 250󰁣󰁵a󰁮󰁤󰁯 GPM 󰁴󰁬a 󰁥󰁮󰁢󰁯󰁭󰁢a 󰁤󰁲󰃡 󰁬a 󰁭󰁩󰁳󰁭a 󰁴󰁲a󰁢a󰁪󰁥 a 130 󰁰󰁳󰁩 󰁯 75 󰁰󰁳󰁩. E󰁮 󰁰󰁲󰃡󰁣󰁴󰁩󰁣󰁯󰁳, 󰁬󰁯 󰃺󰁮󰁩󰁣󰁯 󰁩󰁭󰁰󰁯󰁲󰁴a 󰁰a󰁲a 󰃩󰁬 󰁣a󰁬󰁣󰁵󰁬󰁯 󰁤󰁥 󰁴󰃩󰁲󰁭󰁩󰁮󰁯󰁳 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 󰁱󰁵󰁥 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁥󰁳 󰁥󰁬 󰁣a󰁵󰁤a󰁬 󰁯 󰁬a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁤󰁥󰁬 󰁦󰁬󰁵󰁪󰁯 󰁱󰁵󰁥 󰁰a󰁳a 󰁰󰁯󰁲 󰁣󰁩󰁥󰁲󰁴a 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁯 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁹

󰁮󰁯 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥󰁬 󰁳󰁩󰁳󰁴󰁥󰁭a  

TERCER PRINCIPIO S󰁯󰁬󰁯 󰁣󰁵a󰁮󰁤󰁯 󰁥󰁬 󰁣a󰁵󰁤a󰁬 a󰁵󰁭󰁥󰁮󰁴󰁥, 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 a󰁵󰁭󰁥󰁮󰁴a 󰁹 󰁰󰁯󰁲 󰁬󰁯 a󰁵󰁭󰁥󰁮󰁴a 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 󰁬a 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮. S󰁩 250 GPM 󰁰a󰁳a󰁲a󰁮 󰁰󰁯󰁲󰁴a󰁮󰁴󰁯 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁤󰁥 1󰂽" 󰁥󰁮 󰁶󰁥󰁺 󰁤󰁥 2 󰂽" 󰁬a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁤󰁥󰁬 a󰁧󰁵a 󰁴󰁥󰁮󰁤󰁲󰃭a 󰁱󰁵󰁥 󰁳󰁥󰁲  󰁭a󰁹󰁯󰁲 󰁰a󰁲a 󰁱󰁵󰁥 󰁳󰁩󰁧a 󰁰a󰁳a󰁮󰁤󰁯 󰁬a 󰁭󰁩󰁳󰁭a 󰁣a󰁮󰁴󰁩󰁤a󰁤 󰁤󰁥 a󰁧󰁵a 󰁰󰁯󰁲 󰁵󰁮a 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁭󰁥󰁮󰁯󰁲 󰁹 󰁥󰁮 󰁣󰁯󰁮󰁳󰁥󰁣󰁵󰁥󰁮󰁣󰁩a 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁳󰁥󰁲󰁩a 󰁭a󰁹󰁯󰁲 (12.86 󰁶󰁥󰁣󰁥󰁳 󰁭a󰁹󰁯󰁲 󰁴a󰁬 󰁣󰁯󰁭󰁯 󰁳󰁥 󰁤󰁥󰁳a󰁲󰁲󰁯󰁬󰁬󰃳 󰁥󰁮 󰁥󰁬󰁰󰁯󰁲 󰁥󰁪󰁥󰁲󰁣󰁩󰁣󰁩󰁯). E󰁬 󰁳󰁩󰁧󰁵󰁩󰁥󰁮󰁴󰁥 󰁣a󰁬󰁣󰁵󰁬󰁯 󰁤󰁥󰁭󰁵󰁥󰁳󰁴󰁲a 󰁣󰁯󰁭󰁯 󰁳󰁯󰁮 󰁮󰁥󰁣󰁥󰁳a󰁲󰁩a󰁳 4 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳 󰁯 󰁴󰁵󰁢󰁥󰁲󰃭a󰁳 󰁤󰁥 1 1/2" 󰁰a󰁲a 󰁱󰁵󰁥 󰁵󰁮 󰁦󰁬󰁵󰁪󰁯 󰁤󰁥 󰁤󰁥󰁴󰁥󰁲󰁭󰁩󰁮a󰁤󰁯 󰁰a󰁳󰁥 a 󰁬a 󰁭󰁩󰁳󰁭a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁱󰁵󰁥 󰁥󰁮 󰁵󰁮a 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁯 󰁴󰁵󰁢󰁥󰁲󰃭a 󰁤󰁥 3". E󰁳󰁴󰁯 󰁳󰁥 󰁥󰁸󰁰󰁬󰁩󰁣a 󰁰󰁯󰁲 󰁬a󰁳 󰃡󰁲󰁥a󰁳 󰁤󰁥 󰁬a󰁳 󰁳󰁥󰁣󰁣󰁩󰁯󰁮󰁥󰁳 󰁴󰁲a󰁮󰁳󰁶󰁥󰁲󰁳a󰁬󰁥󰁳 󰁤󰁥 a󰁭󰁢󰁯󰁳. A󰁲󰁥a 󰁥󰁮 󰁵󰁮a 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁤󰁥 3"

=   󰁲 2

=   (1.50)2 = 7.0686 󰁰󰁵󰁬󰁧a󰁤a󰁳

󰁣󰁵a󰁤󰁲a󰁤a󰁳. A󰁲󰁥a 󰁤󰁥 4 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳 󰁤󰁥 1󰂽"= 4 󰁲 2 = 4(0.75)2 = 4 X 1.76715 = 7.0686

󰁰󰁵󰁬󰁧. 󰁣󰁵a󰁤󰁲a󰁤a󰁳

 

PERDIDA DE PRESION EN MANGUERAS

F=

2 KQ

F = P󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 P󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁮 󰁰󰁳󰁩 󰁰 󰁳󰁩 󰁸 100 󰁰󰁩󰁥󰁳 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a (1 󰁭a󰁮󰁧󰁵󰁥󰁲a) 󰁭a󰁮󰁧 󰁵󰁥󰁲a) K = Fa󰁣󰁴󰁯󰁲 󰁤󰁥 F󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁤󰁥 a󰁣󰁵󰁥󰁲󰁤󰁯 a󰁬 󰁴󰁩󰁰󰁯 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁹 󰁤󰁩󰃡󰁭󰁥󰁴󰁲󰁯 󰁥󰁮 󰁰󰁵󰁬󰁧a󰁤a󰁳. Q = Ca󰁵󰁤a󰁬 󰁥󰁮 󰁣󰁩󰁥󰁮󰁴󰁯󰁳 󰁤󰁥 󰁧a󰁬󰁯󰁮󰁥󰁳 󰁰󰁯󰁲 󰁭󰁩󰁮󰁵󰁴󰁯

 

FACTORES K DE DESCARGA TIPO Y D I󰃁METRO D E MAN GUERA Ma󰁮󰁧󰁵󰁥󰁲a 󰁤󰁥 Ca󰁵󰁣󰁨󰁯 󰁤󰁥 1" Ma󰁮󰁧󰁵󰁥󰁲a 󰁤󰁥 N󰁩󰁴󰁲󰁩󰁬󰁯 󰁤󰁥 1 󰂽" Ma󰁮󰁧󰁵󰁥󰁲a 󰁤󰁥 N󰁩󰁴󰁲󰁩󰁬󰁯 󰁤󰁥 2 󰂽" Ma󰁮󰁧󰁵󰁥󰁲a 󰁤󰁥 N󰁩󰁴󰁲󰁩󰁬󰁯 󰁤󰁥 2" 󰁣󰁯󰁮 a󰁣󰁯󰁰󰁬󰁥󰁳 󰁤󰁥 1 󰂽" Ma󰁮󰁧󰁵󰁥󰁲a 󰁤󰁥 N󰁩 N󰁩󰁴󰁴󰁲󰁩󰁬󰁯 󰁤󰁥 3" 󰁣󰁯󰁮 a󰁣󰁯󰁰󰁬󰁥󰁳 󰁤󰁥 2 󰂽" M󰁯󰁮󰁴a󰁮󰁴󰁥󰁳 󰁤󰁥 4" M󰁯󰁮󰁴a󰁮󰁴󰁥󰁳 󰁤󰁥 6"

FACTOR 150 24 2 8 0.8 0.374 0.052

 

EJERCICIOS 󲀢   S󰁩 200 200 GPM 󰁦󰁬󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁵󰁹󰁥󰁮 󰁮 󰁰󰁯󰁲 󰁰󰁩󰁴󰃳󰁮, 󰁰󰁩󰁴󰃳󰁮 , C󰁵󰃡󰁬 C󰁵󰃡󰁬 󰁥󰁳󰁤󰁥󰁬a 󰁮󰁩󰁴󰁲󰁩󰁬󰁯 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁰󰁥󰁲󰁤󰁩󰁤 a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 󰁦󰁬󰁵󰁹󰁥 󰁥󰁮󰁵󰁮 󰁵󰁮a 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁤󰁥 2

1/2" 󲀢   󰁭a󰁮󰁧󰁵󰁥󰁲a Ha󰁬󰁬a󰁲 Ha󰁬󰁬 a󰁲 󰁬a 󰁰󰁥󰁲󰁤󰁩 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁮 󰁣󰁵a󰁮󰁤󰁯 󰁰󰁯󰁲 󰁦󰁲󰁩󰁣󰁣 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁩󰃳󰁮 󰁥󰁮 󰁥󰁮󰁦󰁬󰁵󰁹󰁥󰁮󰁤󰁯 500 󰁰󰁩󰁥󰁳300 󰁤󰁥 󰁤󰁥 N󰁩󰁴󰁲󰁩󰁬󰁯 󰁤󰁥 2 󰂽" 󰁥󰁳󰁴󰃡󰁮

GPM 󰁤󰁥 a󰁧󰁵a. 󲀢   Ha󰁬󰁬 Ha󰁬󰁬a󰁲 a󰁲 󰁬a 󰁰󰁥󰁲󰁤󰁩 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁮 󰁰󰁯󰁲 󰁦󰁲󰁩󰁣󰁣 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁩󰃳󰁮 󰁥󰁮 󰁥󰁮 400 󰁰󰁩󰁥󰁳 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁤󰁥 2 󰂽" 󰁥󰁱󰁵󰁩󰁰a󰁤a 󰁣󰁯󰁮 󰁵󰁮 󰁰󰁩󰁴󰃳󰁮 󰁤󰁥 2 1/2" 󰁤󰁥 󰁤󰁩󰃡󰁭󰁥󰁴󰁲󰁯 󰁩󰁮󰁴󰁥󰁲󰁩󰁯󰁲 󰁤󰁥 1" 󰁣󰁯󰁮 󰁵󰁮a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 65 PSI. 󲀢   Ha󰁬󰁬 󰁬󰁬a󰁲 a󰁲 󰁬a 󰁰󰁲 󰁰󰁲󰁥󰁳 󰁥󰁳󰁩󰃳 󰁩󰃳󰁮 󰁮 󰁱󰁵󰁥 󰁲󰁥 󰁲󰁥󰁱󰁵 󰁱󰁵󰁩󰁥 󰁩󰁥󰁲󰁥 󰁲󰁥 󰁵󰁮 󰁵󰁮aa a󰁵 a󰁵󰁴󰁯 󰁴󰁯󰁢󰁯 󰁢󰁯󰁭󰁢 󰁭󰁢aa 󰁰a󰁲 a󰁲aa 󰁥󰁮󰁶󰁩a󰁲 a 󰁴󰁲a󰁶󰃩󰁳 󰁤󰁥 200 󰁰󰁩󰁥󰁳 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁤󰁥 2 󰂽" a 󰁵󰁮 󰁰󰁩󰁴󰃳󰁮 󰁱󰁵󰁥 󰁤󰁥󰁳󰁣a󰁲󰁧a 150 GPM a 100 PSI 󰁹 󰁱󰁵󰁥 󰁳󰁥

󰁥󰁮󰁣󰁵󰁥󰁮󰁴󰁲a a 50 󰁰󰁩󰁥󰁳 󰁤󰁥 a󰁬󰁴󰁵󰁲a 󰁣󰁯󰁮 󰁲󰁥󰁳󰁰󰁥󰁣󰁴󰁯 a 󰁬a a󰁵󰁴󰁯󰁢󰁯󰁭󰁢a.  

USO DE MAS DE UNA LINEA DE AGUA DESDE UNA BOMBA

C 󰁵a󰁮󰁤󰁯 󰁭󰃡󰁳 󰁤󰁥 󰁤󰁥󰁳󰁤󰁥 󰁵󰁮a 󰁬󰃭󰁮󰁵󰁮a 󰁥a 󰁢󰁯󰁭󰁢a 󰁤󰁥 a󰁧󰁵a󰁹 󰁥󰁬 󰁥󰁳󰁮󰁵󰁭󰁥󰁲󰁯 󰁵󰁳a󰁤a 󰁳󰁩󰁭󰁵󰁬󰁴󰃡󰁮󰁥a󰁭󰁥󰁮󰁴󰁥 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳 󰁵󰁴󰁩󰁬󰁩󰁺a󰁤a󰁳 󰁥󰁮 󰁣a󰁤a 󰁬󰃭󰁮󰁥a, 󰁰󰁩󰁴󰁯󰁮󰁥󰁳 󰁹 󰁣a󰁵󰁤a󰁬󰁥󰁳 󰁳󰁯󰁮 󰁬󰁯󰁳 󰁭󰁩󰁳󰁭󰁯󰁳, 󰁥󰁮󰁴󰁯󰁮󰁣󰁥󰁳 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁥󰁮 󰁴󰁯󰁤a󰁳 󰁬a󰁳 󰁬󰃭󰁮󰁥a󰁳 󰁳󰁥󰁲󰁩a 󰁬a 󰁭󰁩󰁳󰁭a, a󰁵󰁮󰁱󰁵󰁥 󰁬a 󰁶󰁥󰁬󰁯󰁣󰁩󰁤a󰁤 󰁤󰁥 󰁬a 󰁢󰁯󰁭󰁢a 󰁴󰁥󰁮󰁤󰁲󰃭a 󰁱󰁵󰁥 󰁩󰁮󰁣󰁲󰁥󰁭󰁥󰁮󰁴a󰁲󰁳󰁥 󰁰a󰁲a 󰁨a󰁣󰁥󰁲 󰁦󰁲󰁥󰁮󰁴󰁥 a 󰁬a 󰁭a󰁹󰁯󰁲  󰁤󰁥󰁭a󰁮󰁤a a󰁧󰁵a. Pa󰁲a 󰁥󰁳󰁴󰁯󰁳 󰁣a󰁳󰁯󰁳 󰁥󰁬 󰁣a󰁬󰁣󰁵󰁬󰁯 󰁳󰁥 󰁤󰁥󰁢󰁥 󰁨a󰁣󰁥󰁲 󰁥󰁮 󰁵󰁮a 󰁤󰁥 󰁬a󰁳 󰁬󰃭󰁮󰁥a󰁳 󰁳󰁯󰁬a󰁭󰁥󰁮󰁴󰁥 󰁹 󰁥󰁬 󰁣󰁯󰁭󰁰󰁯󰁲󰁴a󰁭 󰁣󰁯󰁭󰁰󰁯󰁲󰁴a󰁭󰁩󰁥󰁮󰁴󰁯 󰁩󰁥󰁮󰁴󰁯 󰁥󰁳 󰁥󰁬

󰁭󰁩󰁳󰁭󰁯 󰁰a󰁲a 󰁴󰁯󰁤a󰁳 󰁬a󰁳 󰁤󰁥󰁭󰃡󰁳.  

USO DE MAS DE UNA LINEA DE AGUA DESDE UNA BOMBA

S󰁩󰁮 󰁥󰁭󰁢a󰁲󰁧󰁯 󰁣󰁵a󰁮󰁤󰁯 󰁥󰁸󰁩󰁳󰁴󰁥 󰁵󰁮a 󰁤󰁩󰁦󰁥󰁲󰁥󰁮󰁣󰁩a 󰁥󰁮󰁴󰁲󰁥 󰁬󰁯󰁳 󰁬a󰁲󰁧󰁯󰁳 󰁤󰁥 󰁬a󰁳 󰁬󰃭󰁮󰁥a󰁳 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳, 󰁬a 󰁭󰁩󰁳󰁭a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 󰁢󰁯󰁭󰁢a 󰁰a󰁲a 󰁴󰁯󰁤a󰁳 󰁬a󰁳 󰁬󰃭󰁮󰁥a󰁳 󰁮󰁯 󰁰󰁲󰁯󰁤󰁵󰁣󰁩󰁲󰃭a 󰁲󰁥󰁳󰁵󰁬󰁴a󰁤󰁯󰁳 󰁳a󰁴󰁩󰁳󰁦a󰁣󰁴󰁯󰁲󰁩󰁯󰁳. E󰁮 󰁥󰁳󰁴a 󰁳󰁩󰁴󰁵a󰁣󰁩󰃳󰁮 󰁥󰁬 󰁣a󰁬󰁣󰁵󰁬󰁯 󰁤󰁥 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 󰁬a 󰁢󰁯󰁭󰁢a 󰁴󰁥󰁮󰁤󰁲󰃭a 󰁱󰁵󰁥 󰁣a󰁬󰁣󰁵󰁬a󰁲󰁳󰁥 󰁳󰁥󰁰a󰁲a󰁤a󰁭󰁥󰁮󰁴󰁥 󰁰a󰁲a 󰁣a󰁤a 󰁬󰃭󰁮󰁥a 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁬a 󰁬a 󰁢󰁯󰁭󰁢a 󰁤󰁥󰁢󰁥󰁲󰃡 󰁯󰁰󰁥󰁲a󰁲 a 󰁬a 󰁭󰃡󰁸󰁩󰁭a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁲󰁥󰁱󰁵󰁥󰁲󰁩󰁤a 󰁹󰁰󰁯󰁲 󰁬󰃭󰁮󰁥a 󰁭󰃡󰁳 󰁥󰁸󰁩󰁧󰁥󰁮󰁴󰁥. Pa󰁲a 󰁯󰁢󰁴󰁥󰁮󰁥󰁲 󰁲󰁥󰁳󰁵󰁬󰁴a󰁤󰁯󰁳 󰁳a󰁴󰁩󰁳󰁦a󰁣󰁴󰁯󰁲󰁩󰁯󰁳 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁲󰁥󰁱󰁵 󰁲󰁥 󰁱󰁵󰁥󰁲 󰁥󰁲󰁩󰁤 󰁩󰁤aa 󰁰a 󰁰a󰁲a 󰁲a 󰁬a 󰁬a󰁳󰁳 󰁬󰃭 󰁬󰃭󰁮󰁥 󰁮󰁥a󰁳 a󰁳 󰁤󰁥 󰁭a 󰁭a󰁮󰁧 󰁮󰁧󰁵󰁥 󰁵󰁥󰁲a 󰁲a 󰁱󰁵 󰁱󰁵󰁥󰁥 󰁤󰁥 󰁤󰁥󰁭a 󰁭a󰁮 󰁮󰁤a 󰁤a󰁮 󰁮 󰁭󰁥󰁮󰁯󰁳 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥󰁢󰁥󰁲󰃭a 󰁤󰁩󰁳󰁭󰁩󰁮󰁵󰁩󰁲󰁳󰁥 󰁭󰁥󰁤󰁩a󰁮󰁴󰁥 󰁬a 󰁣󰁥󰁲󰁲a󰁤a 󰁰a󰁲󰁣󰁩a󰁬 󰁤󰁥 󰁬a 󰁳a󰁬󰁩󰁤a 󰁤󰁥 󰁤󰁥󰁳󰁣a󰁲󰁧a 󰁤󰁥 󰁤󰁩󰁣󰁨a 󰁬󰃭󰁮󰁥a.

 

EJERCICIOS 󲀢   U󰁮a 󰁬󰃭󰁮󰁥a 󰁬󰃭󰁮󰁥a 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁭a󰁮󰁧󰁵󰁥󰁲a 󰁤󰁥 2 󰂽󲀝 󰁰󰁯󰁲 500 500 󰁰󰁩󰁥󰁳 󰁰󰁩󰁥󰁳 󰁤󰁥

󰁬a󰁲󰁧󰁯 󰁥󰁱󰁵󰁩󰁰a󰁤a 󰁣󰁯󰁮 󰁵󰁮 󰁰󰁩󰁴󰃳󰁮 󰁤󰁥 󰁤󰁩󰃡󰁭󰁥󰁴󰁲󰁯 󰁩󰁮󰁴󰁥󰁲󰁩󰁯󰁲 󰁤󰁥 1" 󰁯󰁰󰁥󰁲a󰁮󰁤󰁯 a 50 PSI 󰁹 󰁯󰁴󰁲a 󰁬󰃭󰁮󰁥a 󰁤󰁥 2 󰂽󲀝 󰁰󰁯󰁲 200 󰁰󰁩󰁥󰁳 󰁤󰁥 󰁬a󰁲󰁧󰁯 󰁥󰁱󰁵󰁩󰁰a󰁤a 󰁣󰁯󰁮 󰁵󰁮 󰁰󰁩󰁴󰃳󰁮 󰁤󰁥 󰁤󰁩󰃡󰁭󰁥󰁴󰁲󰁯 󰁩󰁮󰁴󰁥󰁲󰁩󰁯󰁲 󰁤󰁥 1 1/8" 󰁯󰁰󰁥󰁲a󰁮󰁤󰁯 a 70 PSI 󰁳󰁯󰁮 󰁵󰁳a󰁤󰁯󰁳 󰁳󰁩󰁭󰁵󰁬󰁴󰃡󰁮󰁥a󰁭󰁥󰁮󰁴󰁥. C󰁵a󰁬 󰁳󰁥󰁲󰃡 󰁬a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 󰁤󰁥󰁳󰁣a󰁲󰁧a 󰁤󰁥 󰁬a 󰁢󰁯󰁭󰁢a.

 

BIFURCACION DE L󰃍NEAS DE 2 󰂽

U󰁮a 󰁭a󰁮󰁩󰁯󰁢󰁲a 󰁣󰁯󰁭󰃺󰁮 󰁤󰁥 󰁥󰁮󰁳a󰁭󰁢󰁬a󰁪󰁥 󰁤󰁥 󰁬󰃭󰁮󰁥a󰁳 󰁣󰁯󰁮󰁴󰁲a 󰁩󰁮󰁣󰁥󰁮󰁤󰁩󰁯 󰁥󰁳 󰁬a 󰁢󰁩󰁦󰁵󰁲󰁣a󰁣󰁩󰃳󰁮 󰁤󰁥 󰁵󰁮a 󰁬󰃭󰁮󰁥a 󰁤󰁥 2 󰂽" 󰁥󰁮 󰁤󰁯󰁳 󰁬󰃭󰁮󰁥a󰁳 󰁤󰁥 1󰂽". La 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁰a󰁲a 󰁥󰁳󰁴󰁯󰁳 󰁣a󰁳󰁯󰁳 󰁳󰁥 󰁰󰁵󰁥󰁤󰁥 󰁣a󰁬󰁣󰁵󰁬a󰁲  󰁦󰃡󰁣󰁩󰁬󰁭󰁥󰁮󰁴󰁥 󰁣󰁵a󰁮󰁤󰁯 󰁬󰁯󰁳 󰁤󰁯󰁳 󰁰󰁩󰁴󰁯󰁮󰁥󰁳 󰁤󰁥 1󰂽" 󰁵󰁴󰁩󰁬󰁩󰁺a󰁤󰁯󰁳 󰁴󰁩󰁥󰁮󰁥󰁮 󰁬a 󰁭󰁩󰁳󰁭a 󰁤󰁥󰁭a󰁮󰁤a 󰁤󰁥 󰁣a󰁵󰁤a󰁬󰁥󰁳. E󰁮 󰁥󰁳󰁴󰁥 󰁣a󰁳󰁯 󰁥󰁬 󰁣a󰁵󰁤a󰁬 󰁥󰁮 󰁬a󰁳 󰁤󰁯󰁳 󰁬󰃭󰁮󰁥a󰁳 󰁤󰁥 1󰂽" 󰁳󰁥 󰁤󰁩󰁶󰁩󰁤󰁩󰁲󰃡 󰁰󰁲󰁯󰁰󰁯󰁲󰁣󰁩󰁯󰁮a󰁬󰁭󰁥󰁮󰁴󰁥 a󰁬 󰁰a󰁳a󰁲 󰁤󰁥󰁳󰁤󰁥 󰁬a 󰁬󰃭󰁮󰁥a 󰁤󰁥 2󰂽" 󰁰󰁯󰁲 󰁥󰁬 󰁢󰁩󰁦󰁵󰁲󰁣󰁯. U󰁮a 󰁰󰁥󰁲󰁤󰁩󰁤a a󰁤󰁩󰁣󰁩󰁯󰁮a󰁬 󰁥󰁰󰁸󰁲󰁵󰁩󰁳󰁥󰁴󰁢󰁥a, 󰁳󰁳󰁩󰁮󰁤󰁥 󰁥󰁭 a󰁲󰁰󰁧󰁯󰁯 󰁲󰁥󰁥󰁮a󰁬󰁩󰁥󰁺󰁬a󰁤󰁢a󰁩󰁳󰁦󰁵󰁲󰁣󰁥󰁯 󰁣a󰁢󰁭 󰁮 󰁯󰁢󰁩󰁦󰁳󰁵󰁩󰁲a󰁣󰁭 󰁯󰁳󰁥󰁳a󰁹,

󰁳󰁩a󰁭󰁥󰁳a󰁳 󰁲󰁥󰁶󰁥󰁬a󰁮 󰁵󰁮a 󰁰󰁥󰁲󰁤󰁩󰁤a a󰁰󰁲󰁯󰁸󰁩󰁭a󰁤a 󰁤󰁥 10 PSI a 󰁰a󰁲󰁴󰁩󰁲 󰁤󰁥 350 󰁧󰁰󰁭.  

BIFURCACION DE L󰃍NEAS DE 2 󰂽

 

EJERCICIOS

󲀢

󰁃󰁵󰁡󰁬 󰁳󰁥󰁲󰃡 󰁬󰁡 󰁰󰁥󰁲󰁤󰁩󰁤󰁡 󰁴󰁯󰁴󰁡󰁬 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁥󰁮 󰁬󰁡 󰁢󰁩󰁦󰁵󰁲󰁣󰁡󰁣󰁩󰃳󰁮 󰁤󰁥 200 󰁰󰁩󰁥󰁳 󰁤󰁥 󰁭󰁡󰁮󰁧󰁵󰁥󰁲󰁡 󰁤󰁥 2 󰂽" 󰁥󰁮 2 󰁬󰃭󰁮󰁥󰁡󰁳 󰁤󰁥 200 󰁰󰁩󰁥󰁳 󰁤󰁥 󰁤󰁥 1 󰂽" 󰂽" 󰁣󰁵󰁡󰁮󰁤󰁯 󰁣󰁵󰁡󰁮󰁤󰁯 󰁦󰁬󰁵󰁹󰁥󰁮 󰁦󰁬󰁵󰁹󰁥󰁮 󰀹5 󰁇󰁐󰁍 󰁥󰁮 󰁥󰁬 󰁰󰁩󰁴󰃳󰁮.

󲀢

󰁃󰁵󰁡󰁬 󰁳󰁥󰁲󰃡 󰁬󰁡 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁱󰁵󰁥 󰁤󰁥󰁢󰁥 󰁭󰁡󰁮󰁤󰁡󰁲 󰁵󰁮󰁡 󰁡󰁵󰁴󰁯󰁢󰁯󰁭󰁢󰁡 󰁰󰁡󰁲󰁡 󰁤󰁯󰁳 󰁐󰁩󰁴󰁯󰁮󰁥󰁳 󰁴󰁵󰁢󰁵󰁬󰁡󰁲󰁥󰁳 󰁤󰁥 󰂽󲀝 󰁱󰁵󰁥 󰁤󰁥󰁢󰁥󰁮 󰁥󰁳󰁴󰁡󰁲  󰁴󰁲󰁡󰁢󰁡󰁪󰁡󰁮󰁤󰁯 󰁡 120 󰁰󰁳󰁩 󰁹 󰁶󰁡󰁮 󰁡 󰁥󰁳󰁴󰁡󰁲 󰁣󰁯󰁮󰁥󰁣󰁴󰁡󰁤󰁯󰁳 󰁡 󰁵󰁮󰁡 󰁢󰁩󰁦󰁵󰁲󰁣󰁡󰁣󰁩󰃳󰁮 󰁤󰁥 󰁵󰁮󰁡 󰁭󰁡󰁮󰁧󰁵󰁥󰁲󰁡 󰁤󰁥 2 󰂽󲀝 󰁡 󰁤󰁯󰁳 󰁬󰃭󰁮󰁥󰁡󰁳 󰁤󰁥 󰁵󰁮󰁡 󰁭󰁡󰁮󰁧󰁵󰁥󰁲󰁡 󰁤󰁥 1 󰂽󲀝 󰁣󰁡󰁤󰁡 󰁵󰁮󰁡.

󲀢

󰁅󰁮 󰁥󰁬 󰁥󰁪󰁥 󰁪󰁥󰁲󰁣 󰁲󰁣󰁩󰁩󰁣󰁩 󰁣󰁩󰁯 󰁯 󰁡󰁮󰁴󰁥 󰁴󰁥󰁲󰁩 󰁲󰁩󰁯 󰁯󰁲 󰁨󰁡󰁣󰁥󰁲 󰁥󰁬 󰁭󰁩 󰁭󰁩󰁳 󰁳󰁭󰁯 󰁣󰁡󰁬󰁣󰁵 󰁣󰁵󰁬󰁯 󰁬󰁯 󰁣󰁯󰁮 󰁣󰁯󰁮 󰁤󰁯󰁳 󰁰󰁩󰁴󰁯󰁮󰁥󰁳 󰁤󰁥 125 󰁧󰁰󰁭 󰁀 100 󰁰󰁳󰁩

 

BIFURCACION DE L󰃍NEAS DESIGUALES

󰁅󰁬 󰁣󰃡󰁬󰁣󰁵󰁬󰁯 󰁤󰁥 󰁬󰁡 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁱󰁵󰁥 󰁭󰁡󰁮󰁤󰁡󰁲 󰁰󰁡󰁲󰁡 󰁰󰁡 󰁲󰁡 󰁢󰁩󰁦󰁵 󰁢󰁩 󰁦󰁵󰁲󰁣 󰁲󰁣󰁡󰁣 󰁡󰁣󰁩󰁯 󰁩󰁯󰁮󰁥 󰁮󰁥󰁳 󰁳 󰁤󰁥 󰁬󰃭 󰁬󰃭󰁮󰁥 󰁮󰁥󰁡󰁳 󰁡󰁳 󰁤󰁥󰁢󰁥 󰁤󰁥󰁳󰁩 󰁤󰁥 󰁳󰁩󰁧 󰁧󰁵󰁡 󰁵󰁡󰁬󰁥 󰁬󰁥󰁳 󰁳 󰁯 󰁵󰁮󰁡 󰁣󰁯󰁮 󰁣󰁯 󰁮 󰁡󰁵󰁴󰁯󰁢󰁯󰁭󰁢󰁡 󰁰󰁩󰁴󰁯 󰁰󰁩 󰁴󰁯󰁮󰁥 󰁮󰁥󰁳 󰁳 󰁤󰁥 󰁤󰁩󰁦󰁥󰁲󰁥󰁮󰁴󰁥 󰁤󰁥󰁳󰁣󰁡󰁲󰁧󰁡 󰁳󰁥 󰁨󰁡󰁣󰁥 󰁣󰁡󰁬󰁣󰁵󰁬󰁡󰁮󰁤󰁯 󰁩󰁮󰁤󰁩󰁶󰁩󰁤󰁵󰁡󰁬󰁭󰁥󰁮󰁴󰁥 󰁣󰁡󰁤󰁡 󰁢󰁩󰁦󰁵󰁲󰁣󰁡󰁣󰁩󰃳󰁮 󰁹 󰁴󰁯󰁭󰁡󰁮󰁤󰁯 󰁥󰁬 󰁭󰁡󰁹󰁯󰁲 󰁶󰁡󰁬󰁯󰁲 󰁤󰁥 󰁡󰁭󰁢󰁯󰁳 󰁣󰁯󰁭󰁯 󰁥󰁬 󰁡󰁰󰁬󰁩󰁣󰁡󰁢󰁬󰁥 EJERCICIOS

󲀢

󰁄󰁥󰁴󰁥󰁲󰁭󰁩󰁮󰁡󰁲

󰁬󰁡 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁴󰁯󰁴󰁡󰁬 󰁱󰁵󰁥 󰁤󰁥󰁢󰁥 󰁭󰁡󰁮󰁤󰁡󰁲 󰁵󰁮󰁡

󰁡󰁵󰁴󰁯󰁢󰁯󰁭󰁢󰁡 󰁰󰁡󰁲󰁡 󰁡󰁬󰁩󰁭󰁥󰁮󰁴󰁡󰁲 󰁵󰁮󰁡 󰁬󰃭󰁮󰁥󰁡 󰁢󰁩󰁦󰁵󰁲󰁣󰁡󰁤󰁡 󰁤󰁥 2 󰁭󰁡󰁮󰁧󰁵󰁥󰁲󰁡󰁳 󰁤󰁥 2 󰂽󲀝󰀺 󰁌󰁡 󰁰󰁲󰁩󰁭󰁥󰁲󰁡 󰁤󰁥 󰁥󰁬󰁬󰁡󰁳 󰁡 󰁴󰁲󰁥󰁳 󰁭󰁡󰁮󰁧󰁵󰁥󰁲󰁡󰁳

󰁤󰁥 1 󰂽 󰁡 󰀹5 󰁧󰁰󰁭 󰁹 󰁬󰁡 󰁳󰁥󰁧󰁵󰁮󰁤󰁡 󰁤󰁥 󰁥󰁬󰁬󰁡󰁳 󰁡 2 󰁭󰁡󰁮󰁧󰁵󰁥󰁲󰁡󰁳 󰁤󰁥 1 󰂽󲀝 󰁡 125 󰁧󰁰󰁭  

MANEJO DE GRANDES TENDIDAS DE MANGUERAS

E󰁮 󰁧󰁲a󰁮󰁤󰁥󰁳 󰁩󰁮󰁣󰁥󰁮󰁤󰁩󰁯󰁳 󰁴a󰁮󰁴󰁯 󰁰󰁯󰁲 󰁬a 󰁭a󰁧󰁮󰁩󰁴󰁵󰁤 󰁤󰁥󰁬 󰁭󰁩󰁳󰁭󰁯, 󰁬a 󰁤󰁩󰁦󰁩󰁣󰁵󰁬󰁴a󰁤 󰁤󰁥 a󰁣󰁣󰁥󰁳󰁯 a 󰁬a󰁳 󰁩󰁮󰁳󰁴a󰁬a󰁣󰁩󰁯󰁮󰁥󰁳, 󰁲󰁩󰁥󰁳 󰁥󰁳󰁧 󰁧󰁯󰁳 󰁤󰁥 󰁥󰁸󰁰󰁯 󰁰󰁯󰁳󰁳󰁩󰁣󰁩󰁯󰁮󰁥󰁳 a󰁬 󰁦󰁵󰁥󰁧 󰁥󰁧󰁯 󰁯 󰁤󰁥 󰁤󰁥󰁬󰁬 󰁭a 󰁭a󰁴󰁴󰁥󰁲󰁩 󰁲󰁩aa󰁬, 󰁭a󰁱󰁵󰁩󰁮a󰁲󰁩 󰁭a󰁱󰁵󰁩󰁮a󰁲󰁩a󰁳 󰁰󰁥󰁲󰁳󰁯󰁮a󰁬 󰁬󰁥󰁪a󰁮󰃭a 󰁦󰁵󰁥󰁮󰁴󰁥󰁳 󰁣󰁯󰁮󰁦󰁩a󰁢󰁬󰁥󰁳a󰁳󰁤󰁯 󰁥 󰁰󰁥󰁲󰁳󰁯󰁮a a󰁧󰁵a, 󰁬󰁬a󰁹󰁳 󰁰󰁯󰁲 󰁭a󰁮󰁬a󰁩󰁯󰁬󰁥󰁪a󰁮 󰁢󰁲a󰁳󰃭a󰁤󰁤󰁥 󰁥 󰁵 󰁳󰁯 󰁤󰁥 󰁬󰃭󰁮󰁥a󰁳 󰁤󰁥 a󰁧󰁵a 󰁳󰁥 󰁴󰁩󰁥󰁮󰁥󰁮 󰁱󰁵󰁥 󰁨a󰁣󰁥󰁲 󰁵󰁴󰁩󰁬󰁩󰁺a󰁮󰁤󰁯 󰁬a󰁲󰁧a󰁳 󰁴󰃩󰁣󰁮󰁩󰁣a 󰁴󰁥󰁮󰁤󰁩󰁤a󰁳 󰁴󰁩󰁥󰁮󰁥 󰁱󰁵󰁤󰁥 󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳. a󰁰󰁵󰁮󰁴a󰁲 a 󰁵E󰁮 󰁴󰁩󰁬󰁩󰁺󰁥󰁳󰁴󰁥 a󰁲 󰁭󰁣a󰁳󰁯 a󰁹󰁯󰁲󰁥󰁬a󰁳 󰁤󰁩󰃡󰁭󰁥󰁴󰁲󰁯󰁳 󰁤󰁥 󰁬a󰁳 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳 󰁰a󰁲a 󰁧a󰁲a󰁮󰁴󰁩󰁺a󰁲 a󰁬󰁴󰁯󰁳 󰁣a󰁵󰁤a󰁬󰁥󰁳 󰁹 󰁭󰁥󰁮󰁯󰁲󰁥󰁳 󰁰󰁥󰁲󰁤󰁩󰁤a󰁳 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲  󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮. E󰁮 󰁥󰁬 󰁣a󰁳󰁯 󰁤󰁥 a󰁴a󰁱󰁵󰁥󰁳 󰁣󰁯󰁮 󰁬󰃭󰁮󰁥a󰁳 󰁤󰁥 1󰂽"

󰁥󰁬 󰁳󰁩󰁧󰁵󰁩󰁥󰁮󰁴󰁥 󰁥󰁪󰁥󰁭󰁰󰁬󰁯 󰁩󰁬󰁵󰁳󰁴󰁲a 󰁣󰁬a󰁲a󰁭󰁥󰁮󰁴󰁥 󰁬󰁯 󰁤󰁩󰁣󰁨󰁯.  

EJERCICIOS 󲀢   C󰁯󰁭󰁰a󰁲a󰁲 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 󰁰󰁯󰁲 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁰a󰁲a 󰁥󰁬 󰁣a󰁳󰁯 󰁤󰁥 󰁤󰁯󰁳 󰁤󰁥 󰁬󰃭󰁮󰁥a󰁳 󰁤󰁥 1󰂽" 󰁵󰁮a

󰁤󰁩󰁳󰁴a󰁮󰁣󰁩a 󰁤󰁥 800 󰁰󰁩󰁥󰁳, 󰁣󰁯󰁮󰁴󰁲a 󰁵󰁮a 󰁴󰁥󰁮󰁤󰁩󰁤a 󰁤󰁥 󰁬a 󰁭 󰁩󰁳󰁭a 󰁤󰁩󰁭󰁥󰁤󰁥 󰁮󰁳󰁩2󰃳󰁮󰂽" 󰁰󰁹󰁥󰁲󰁵󰁮a 󰁯 󰁣󰁢󰁩󰁦󰁵󰁲󰁣a󰁣󰁩󰃳󰁮 󰁯󰁮 700 󰁰󰁩󰁥a󰁳 󰁤󰁯󰁳 󰁥󰁮 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳 󰁬󰃭󰁮󰁥a󰁳 󰁤󰁥 1󰂽" 󰁤󰁥 100 󰁰󰁩󰁥󰁳 󰁣a󰁤a 󰁵󰁮a. E󰁮 a󰁭󰁢󰁯󰁳 󰁣a󰁳󰁯󰁳 󰁬󰁯󰁳 󰁰󰁩󰁴󰁯󰁮󰁥󰁳 󰁥󰁸󰁰󰁵󰁬󰁳a󰁮 100 GPM @ 100 PSI. 󲀢   Ha󰁣󰁥󰁲 󰁥󰁬 󰁭󰁩󰁳󰁭󰁯 󰁣a󰁬󰁣󰁵󰁬󰁯 󰁣󰁵a󰁮󰁤󰁯 󰁬󰁯󰁳 󰁰󰁩󰁴󰁯󰁮󰁥󰁳

󰁥󰁳󰁴󰃡󰁮 󰁴󰁲a󰁢a󰁪a󰁮󰁤󰁯 a 150 󰁰󰁳󰁩

 

SIAMESADO DE MANGUERAS

 

SIAMESADO DE MANGUERAS

 

SIAMESADO DE MANGUERAS

 

SIAMESADO DE MANGUERAS C󰁵a󰁮󰁤󰁯 󰁤󰁯󰁳 󰁬󰃭󰁮󰁥a󰁳 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳 󰁤󰁥 2 󰂽" 󰁹 󰁤󰁥 󰁩󰁧󰁵a󰁬 󰁬a󰁲󰁧󰁯 󰁳󰁯󰁮 󰁳󰁩a󰁭󰁥󰁳a󰁤a󰁳 󰁬a 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰁰󰁯󰁲 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁰󰁵󰁥󰁤󰁥 󰁲󰁥󰁤󰁵󰁣󰁩󰁲󰁳󰁥 󰁥󰁮󰁯󰁲󰁭󰁥󰁭󰁥󰁮󰁴󰁥 󰁣󰁯󰁮 󰁲󰁥󰁳󰁰󰁥󰁣󰁴󰁯 a 󰁴󰁥󰁮󰁤󰁩󰁤a󰁳 󰁳󰁩󰁭󰁰󰁬󰁥󰁳 󰁤󰁥 2󰂽" 󰁭a󰁮󰁴󰁥󰁮󰁩󰁥󰁮󰁤󰁯 󰁥󰁬 󰁣a󰁵󰁤a󰁬 󰃳󰁰󰁴󰁩󰁭󰁯 󰁰a󰁲a 󰁥󰁬 󰁣󰁯󰁭󰁢a󰁴󰁥 󰁥󰁦󰁩󰁣a󰁺 󰁤󰁥󰁬 󰁩󰁮󰁣󰁥󰁮󰁤󰁩󰁯. 󰁳󰁥 󰁰󰁵󰁥󰁤󰁥 󰁩󰁬󰁵󰁳󰁴󰁲a󰁲 󰁣󰁬a󰁲a󰁭󰁥󰁮󰁴󰁥 󰁥󰁮 󰁥󰁬 󰁳󰁩󰁧󰁵󰁩󰁥󰁮󰁴󰁥 󰁥󰁪󰁥󰁭󰁰󰁬󰁯 E󰁳󰁴󰁯 󰁰󰁲a󰁣󰁴󰁩󰁣󰁯

EJERCICIOS 󲀢   C󰁵a C󰁵a󰁬󰁬 󰁳󰁥󰁲󰃡 󰁬a 󰁰󰁥󰁲󰁤󰁩 󰁰󰁥󰁲󰁤󰁩󰁤a 󰁤a 󰁴󰁯󰁴a󰁬 󰁴󰁯󰁴a󰁬 󰁤󰁥 󰁰󰁲󰁥󰁳󰁩 󰁰󰁲󰁥󰁳󰁩󰃳󰁮 󰃳󰁮 󰁰󰁯󰁲 󰁦󰁲󰁩󰁣󰁣 󰁦󰁲󰁩󰁣󰁣󰁩󰃳󰁮 󰁩󰃳󰁮 󰁰a󰁲a 󰁰a󰁲a

󰁵󰁮a 󰁴󰁥󰁮󰁤󰁩󰁤a 󰁤󰁥 2000 󰁰󰁩󰁥󰁳 󰁤󰁥 󰁭a󰁮󰁧󰁵󰁥󰁲a󰁳 󰁤󰁥 2 󰂽" a 󰁵󰁮 󰁣a󰁵󰁤a󰁬 󰁤󰁥 250 GPM 󰁣󰁯󰁮󰁴󰁲a 󰁵󰁮a 󰁴󰁥󰁮󰁤󰁩󰁤a 󰁤󰁥 󰁤󰁯󰁳 󰁬󰃭󰁮󰁥a󰁳 󰁤󰁥

1900 󰁰󰁩󰁥󰁳 󰁣a󰁤a 󰁵󰁮a 󰁳󰁩a󰁭󰁥󰁳a󰁤a a 󰁵󰁮a 󰁬󰃭󰁮󰁥a 󰁤󰁥 2󰂽".

 

FUERZAS DE REACCION EN PITONES

󰁌󰁡 󰁦󰁵󰁥󰁲󰁺󰁡 󰁤󰁥 󰁲󰁥󰁡󰁣󰁣󰁩󰃳󰁮 󰁥󰁮 󰁬󰁡 󰁢󰁯󰁱󰁵󰁩󰁬󰁬󰁡 󰁤󰁥 󰁵󰁮 󰁰󰁩󰁴󰃳󰁮 󰁴󰁵󰁢󰁵󰁬󰁡󰁲 󰁯 󰁵󰁮 󰁰󰁩󰁴󰃳󰁮 󰁤󰁥 󰁣󰁨󰁯󰁲󰁲󰁯 󰁮󰁩󰁥󰁢󰁬󰁡 󰁰󰁵󰁥󰁤󰁥 󰁳󰁥󰁲  󰁣󰁡󰁬󰁣󰁵󰁬󰁡󰁤󰁡 󰁲󰁥󰁳󰁰󰁥󰁣󰁴󰁩󰁶󰁡󰁭󰁥󰁮󰁴󰁥 󰁣󰁯󰁮 󰁬󰁡󰁳 󰁳󰁩󰁧󰁵󰁩󰁥󰁮󰁴󰁥󰁳 󰁦󰁯󰁲󰁭󰁵󰁬󰁡󰁳󰀺

RP = 1.57 󰁤2 󰁸 P RP = 0.0505 Q 󰁸 P RP 󰀽 󰁆󰁵󰁥󰁲󰁺󰁡 󰁤󰁥 󰁲󰁥󰁡󰁣󰁣󰁩󰃳󰁮 󰁥󰁮 󰁌󰁢󰁳. D 󰀽 󰁄󰁩󰃡󰁭󰁥󰁴󰁲󰁯 󰁥󰁮 󰁰󰁵󰁬󰁧󰁡󰁤󰁡󰁳 󰁤󰁥 󰁬󰁡 󰁳󰁡󰁬󰁩󰁤󰁡 󰁤󰁥 󰁵󰁮󰁡 󰁢󰁯󰁱󰁵󰁩󰁬󰁬󰁡 󰁤󰁥 󰁰󰁩󰁴󰃳󰁮 󰁴󰁵󰁢󰁵󰁬󰁡󰁲 

Q 󰀽 󰁃󰁡󰁵󰁤󰁡󰁬 󰁤󰁥 󰁤󰁥󰁳󰁣󰁡󰁲󰁧󰁡 󰁥󰁮 󰁧󰁰󰁭 󰁤󰁥 󰁵󰁮 󰁰󰁩󰁴󰃳󰁮 󰁤󰁥 󰁣󰁨󰁯󰁲󰁲󰁯 󰁮󰁩󰁥󰁢󰁬󰁡 P 󰀽 󰁐󰁲󰁥󰁳󰁩󰃳󰁮 󰁤󰁥 󰁤󰁥󰁳󰁣󰁡󰁲󰁧󰁡 󰁥󰁮 󰁰󰁳󰁩

 

EJERCICIOS 󲀢   U󰁮 󰁰󰁩󰁴󰃳󰁮 󰁤󰁥 󰁣󰁨󰁯󰁲󰁲󰁯 󰁰󰁩󰁴󰃳󰁮 󰁤󰁥 2 1/2" 󰁣󰁯󰁮 󰁯󰁲󰁩󰁦󰁩󰁣󰁩󰁯 󰁯󰁲󰁩󰁦󰁩󰁣󰁩󰁯 󰁤󰁥 󰁤󰁥󰁳󰁣a󰁲󰁧a 󰁤󰁥 3/4"󰁳󰃳󰁬󰁩󰁤󰁯 󰁥󰁳󰁴󰃡 󰁴󰁲a󰁢a󰁪a󰁮󰁤󰁯 a 100 󰁰󰁳󰁩,

󰁣a󰁬󰁣󰁵󰁬a󰁲 󰁬a 󰁦󰁵󰁥󰁲󰁺a 󰁤󰁥 󰁲󰁥a󰁣󰁣󰁩󰃳󰁮. 󰁰󰁩󰁴󰃳󰁮 󰁤󰁥 󰁣󰁨󰁯󰁲󰁲󰁯 󰁣󰁨󰁯󰁲󰁲󰁯 󰁮󰁩󰁥󰁢󰁬 󰁮󰁩󰁥󰁢󰁬aa 󰁲a󰁴󰁥a󰁤 󰁲a󰁴󰁥a󰁤󰁯 󰁯 󰁤󰁥 100 󰁧󰁰󰁭 󲀢   U󰁮 󰁰󰁩󰁴󰃳󰁮 @ 100 󰁰󰁳󰁩 󰁳󰁥 󰁥󰁮󰁣󰁵󰁥󰁮󰁴󰁲a 󰁴󰁲a󰁢a󰁪a󰁮󰁤󰁯 a 120 󰁰󰁳󰁩, 󰁣a󰁬󰁣󰁵󰁬a󰁲 󰁬a 󰁦󰁵󰁥󰁲󰁺a 󰁤󰁥 󰁲󰁥a󰁣󰁣󰁩󰃳󰁮. V󰁩󰁤󰁥󰁯: 13 A󰁣󰁣󰁩󰁤󰁥󰁮󰁴󰁥 󰁣󰁯󰁮 Ma󰁮󰁧󰁵󰁥󰁲a (P󰁥󰁲󰁵) / 14 A󰁣󰁣󰁩󰁤󰁥󰁮󰁴󰁥 󰁣󰁯󰁮 Ma󰁮󰁧󰁵󰁥󰁲a EE.UU / 15 E󰁦󰁥󰁣󰁴󰁯 P󰁲󰁥󰁳󰁩󰁯󰁮 Ma󰁮󰁧󰁵󰁥󰁲a Ca󰁲󰁲󰁯 / 16 E󰁦󰁥󰁣󰁴󰁯 P󰁲󰁥󰁳󰁩󰁯󰁮 Ma󰁮󰁧󰁵󰁥󰁲a R󰁯󰁤󰁥󰁯 / 17 Ma󰁮󰁧󰁵󰁥󰁲a 󰁤󰁥 Ca󰁲󰁲󰁥󰁴󰁥󰁬 Ba󰁪a P󰁲󰁥󰁳󰁩󰁯󰁮

 

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