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The pipe calculation book is a comprehensive resource for university-level teaching and learning in the field of fluid mechanics and hydraulic engineering. It provides detailed tables and calculations related to the physical properties of water, such as temperature, density, viscosity, and surface tension. Additionally, the book includes a program for calculating pressure losses in straight pipes, both real and equivalent, taking into account various pipe fittings and accessories. The document serves as a valuable tool for students and professionals working in areas like civil engineering, mechanical engineering, and environmental engineering, helping them understand and apply the principles of fluid flow and pipe design. The extensive data and calculations presented in the book can be utilized for a wide range of applications, from designing water distribution systems to analyzing the performance of industrial piping networks.
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Importante: Hágase una copia de las celdas no están protegidas y s en celdas que no sean "grises" bo LIBRO DE TUBERIAS VERSIÓN CURSOS 2007- 11 AUTOR: Juan E. González Fariñas ([email protected]) El Autor no se responsabiliza con los resultados obtenidos por el uso indebido de esta Libro de Cálculos elaborado para el desarrollo de la Docencia universitaria. INPUT DATA CELL OUTPUT CELL OBJETIVE FUNCTION
mportante: Hágase una copia de seguridad as celdas no están protegidas y si introduce datos en celdas que no sean "grises" borrará lo programado [email protected]) ido de esta Libro de Cálculos
Módulo (^) Temperatura Temperatura Elasticidad Vol. B T T Pa (^) (adim.) (adim.) 204 0 1.780 1.002 0 206 5 1.508 1.002 5 211 10 1.299 1.002 10 214 15 1.133 1.001 15 220 20 1.000 1.000 20 222 25 0.891 0.999 25 223 30 0.798 0.997 30 224 35 0.722 0.996 35 227 40 0.656 0.994 40 229 45 0.601 0.992 45 230 50 0.552 0.990 50 231 55 0.509 0.987 55 228 60 0.474 0.985 60 226 65 0.441 0.982 65 225 70 0.412 0.980 70 223 75 0.387 0.977 75 221 80 0.364 0.974 80 217 85 0.345 0.970 85 216 90 0.326 0.967 90 211 95 0.309 0.964 95 207 100 0.294 0.960 100 Visc cinem (^) T / Visc cinemT = 20^0 C g (^) T / g (^) T = 20 0 C ( 0 C ) (^0 C )
AUTOR: Juan E. González Fariñas ([email protected]) ENTRADA DE DATOS: Q = 960.00 l / s (^) Accesorios de diám. Constante Número L recta total = 5850.00 m Codos rectos (radio largo) 0.60 0. 485.00 mm Codos rectos (radio medio) 0.80 0. Codos rectos (radio corto) 12 0.90^ 501. e = 0.007 mm 0.36 0. 25.0 Válvulas compuerta 1 0.19 8.
Válvulas de ángulo 5.00^ 0. Válvulas de mariposa 0. VERIFICACIÓN DE LA VELOCIDAD Válvulas de retención 2.50 23. VELOC-EXCESIVA m/ s Entrada desde depósito 1 0.50 46. Salida de la tubería 1 1.00^ 0. Ensanchamiento brusco 0. Estrechamiento brusco 0. Otros 0.15 0. Otros 0. 579. total 1 (m) : CÁLCULOS: V = 5.20 m/ s 1.38 m 2,744,076 adim. f = 0.0104 adim. FUNCION-OBJ. -0. l equiv. acc. total = 579.68 m 6429.68 m 190.66 m K (^) accesorio l (^) equiv. Accesorio (m) D (^) interior = Codos de 45^0 Temperatura = (^0 C) cm^2 / s Ver tabla de viscosidades del agua l (^) equiv. accesorio v 2 / 2g = Re = L equiv. Total = S h (^) f =
