CALCULO HIDRAULICO LINEA DE CONDUCCIÓN PROYECTO:
"MEJORAMIENTO, "MEJORAMIENTO, AMPLIACION AMPLIACION DEL ER!ICIO DE AUA AUA POTA#L POTA#L ANEAMIENTO #AICO DE LA LOCALIDAD DE TAM#OA Y ANE$O, AN INACIO % CAJAMARCA"&
Datos de entrada: Caudal de diseño: Coeficiente de Hazen y Williams: Clase de tubera:
Qmd= 2.02 l/s C= 140 !"C# clase 10
Criterios de diseño: $l c%lculo de di%metro de la tubera &odr% realizarse utilizando las si'uientes f(rmulas: ) !ara tuberas de di%metro su&erior a *0 mm+ Hazen#Williams:
Y DEL ER!ICIO DE ITRITO DE LA COIPA %
CALCULO HIDRAULICO PARA PROYECTO :
"MEJORAMIENTO, AMPLIACION DEL ER!ICIO DE AUA POTA#LE Y DEL
Ca'da( de diseño: Coe3i0iente de Ha4en 5 6i((ia*s: C(ase de t'7er8a:
)*d+ &- C+ 140 P!C% 0(ase 9-
(.s
C/(0'(o de (a !ara tuberias !ara tuberias COTA DE TERRENO
TRAMO
PROREI!A
LONITUD HORI=ONTAL
LONITUD INCLINADA
LONITUD EECTI!A
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