victor hugo viveros suarez

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UNIVERSIDAD DE COLIMA FACULTAD DE INGENIERÍA MECÁNICA Y ELÉCTRICA Profesor: Pauries Pineda Urbina Alumnos: Víctor Hugo Viveros Suarez Calculo de Cámara de Refrigeración Coquimatlán, Colima, 7 de mayo del 2015

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  • UNIVERSIDAD DE COLIMA

    FACULTAD DE INGENIERA MECNICA Y ELCTRICA

    Profesor:

    Pauries Pineda Urbina

    Alumnos:

    Vctor Hugo Viveros Suarez

    Calculo de Cmara de Refrigeracin

    Coquimatln, Colima, 7 de mayo del 2015

  • Planteamiento

    Se calculara la capacidad de un sistema de refrigeracin para almacen de

    frutas y verduras diversas, ubicado en Cancun, con una temperatura promedio

    en el medio ambiente de 22.5 C (72.5 F), las dimensiones y temperaturas

    requeridas en las cmaras de refrigeracin se muestran en la imagen 1.

    Imagen 1

  • Se comienza el clculo de las cargas en las paredes.

    CAMARA 1

    = (645.84) (0.66) (72.5 37.4) = 14,961.53

    = (1,297.062) (0.045) (72.5 37.4) = 2,048,71

    = (645.84) (0.047) (68 37.4) = 928.84

    = (1,297.062) (0.047) (37.4 37.4) = 0

    = (10,410) (0.036) (72.5 37.4) = 13,154.076

    = 31,093.156

    CAMARA 2

    = (775.008) (0.047) (68 41) = 983.48

    = (1,556.47) (0.045) (72.5 41) = 2,206.30

    = (775.008) (0.66) (72.5 41) = 16,112.41

    = (1,556.47) (0.047) (37.4 37.4) = 0

    = (11,187) (0.036) (72.5 41) = 12,868.06

    = 32,170.25

    CAMARA 3

    = (645.84) (0.66) (72.5 37.4) = 14,961.52

    = (1,297.062) (0.047) (37.4 37.4) = 0

    = (645.84) (0.047) (68 37.4) = 928.84

    = (1,297.062) (0.045) (68 37.4) = 1,786.05

    = (10,410) (0.036) (72.5 37.4) = 13,154.076

    = 30,830.486

  • CAMARA 4

    0 = (775.008) (0.045) (68 41) = 941.63

    = (1,556.47) (0.047) (41 41) = 0

    = (775.008) (0.66) (72.5 41) = 16,112.42

    = (1,556.47) (0.047) (41 41) = 0

    = (11,187) (0.036) (72.5 41) = 12,868.06

    = 29,922.11

    CAMARA 5

    0 = (775.008) (0.047) (72.5 37.4) = 1,278.53

    = (1,556.47) (0.047) (41 41) = 0

    = (775.008) (0.66) (72.5 41) = 16,112.41

    = (1,556.47) (0.045) (68 41) = 1,891.11

    = (11,187) (0.036) (72.5 41) = 12,868.06

    = 32,150.11

    CAMARA 6

    0 = (645.85) (0.66) (72.5 37.4) = 14,961.76

    = (1,297.062) (0.043) (68 37.4) = 1,706.67

    = (645.85) (0.047) (68 37.4) = 928.86

    = (1,297.062) (0.047) (37.4 37.4) = 0

    = (10,410) (0.036) (72.5 37.4) = 13,154.076

    = 30751.366

  • CAMARA 7

    0 = (645.85) (0.66) (72.5 37.4) = 14,961.76

    = (1,297.062) (0.047) (37.4 37.4) = 0

    = (645.85) (0.045) (68 37.4) = 928.86

    = (1,297.062) (0.043) (37.4 37.4) = 0

    = (10,410) (0.036) (72.5 37.4) = 13,154.076

    = 29,044.696

    CAMARA 8

    0 = (645.85) (0.66) (72.5 37.4) = 14,961.76

    = (1,297.062) (0.047) (37.4 37.4) = 0

    = (645.85) (0.043) (68 37.4) = 849.81

    = (1,297.062) (0.047) (72.5 37.4) = 2,139.76

    = (10,410) (0.036) (72.5 37.4) = 13,154.076

    = 31,105.406

    CAMARA 9

    0 = (397.19) (0.047) (68 32) = 672.04

    = (196.98) (0.045) (68 32) = 319.11

    = (397.19) (0.047) (32 32) = 0

    = (196.98) (0.045) (41 32) = 79.77

    = (3,985.1) (0.036) (72.5 32) = 5,810.27

    = 6,881.19

  • CAMARA 10

    0 = (397.19) (0.047) (32 32) = 0

    = (196.98) (0.045) (68 32) = 319.11

    = (397.19) (0.045) (41 32) = 79.77

    = (196.98) (0.047) (32 32) = 0

    = (3,985.1) (0.036) (72.5 32) = 5,810.27

    = 6,208.49

    CAMARA 11

    0 = (397.19) (0.047) (32 32) = 0

    = (196.98) (0.045) (68 32) = 319.11

    = (397.19) (0.045) (41 32) = 79.77

    = (196.98) (0.047) (32 32) = 0

    = (3,985.1) (0.036) (72.5 32) = 5,810.27

    = 6,208.49

  • CAMARA 12

    0 = (397.19) (0.047) (32 32) = 0

    = (196.98) (0.043) (68 32) = 304.92

    = (397.19) (0.045) (72.5 32) = 723.87

    = (196.98) (0.045) (41 32) = 79.77

    = (3,985.1) (0.036) (72.5 32) = 5,810.27

    = 6,918.83

    CAMARA 13

    0 = (794.38) (0.047) (68 41) = 1,008.06

    = (1,575.84) (0.045) (41 32) = 638.21

    = (794.38) (0.047) (72.5 41) = 1,176.08

    = (1,575.84) (0.047) (41 41) = 0

    = (11,187) (0.036) (72.5 41) = 12,868.06

    = 15,690.41

    CAMARA 14

    0 = (794.38) (0.047) (68 41) = 1,008.06

    = (1,575.84) (0.047) (41 41) = 0

    = (794.38) (0.045) (72.5 41) = 1,126.03

    = (1,575.84) (0.045) (72.5 41) = 2,233.75

    = (11,187) (0.036) (72.5 41) = 12,868.06

    = 17,235.9

  • Para obtener la carga total del sistema de refrigeracin se suman las

    cargas totales de toda la bodega, obteniendo el siguiente resultado.

    = 362,210.89 BTU

    Se calcula la capacidad necesaria para que el sistema de refrigeracin

    opere solo 15 horas en el da.

    = 362,210.89

    15 = 24,147.3926

    Con esta especificacin se requiere un equipo 3 toneladas para tener un

    factor de seguridad de 1.5.