# Calculo de red abierta

Solo disponible en BuenasTareas
• Páginas : 3 (624 palabras )
• Descarga(s) : 0
• Publicado : 9 de febrero de 2011

Vista previa del texto
Calculo de RED ABIERTA
Poblacion de proyecto: 7,258 Año: 2020 Población: San Andrés Huayapam, Oaxaca.
Tipo de Clima: Cálido
Dotación: 150 lts/hab/día

Qmedia Anual = Población deProyectoDotación86400 = 7,25815086400 = 12.60 lps
Qmax Diario = (Qmedia Anual) (C.V.D.) = (12.60) (1.4) = 17.64 lps
Qmax Horario = ( Qmax Diario ) (C.V.H.) = (17.64 ) (1.55) = 27.34 lpsLongitudes de la Red Abierta
Longitud Total = 9,527.198 m

L1-2= 146.138 m
L2-3=239.681 m
L3-4=459.043 m
L2-5=235.941 m
L5-6=331.835 mL6-7=478.354 m
L5-8=461.415 m
L8-9=1087.864 m
L9-10=237.833 m
L10-11=1201.638 m
L10-12=971.007 m
L12-13=562.399 m
L10-14=1219.273 m
L14-15=1894.777 m Long. Total = 9,527.198mGasto Unitario = qU= Qmax Horario Longitudes de la Red Abierta = 27.34 lps 9,527.198 m = 0.00287 lps/m
Gasto por Tramo = (qU) (L)
Q 10-15 = (0.00287 lps m) (1219.273m + 1894.777m) = 8.937lps
Q 10-13 = (0.00287 lps m) (971.007m + 562.399m) = 4.401 lps
Q 5-11 = (0.00287 lps m) (461.415m + 1087.864m + 237.833m + 1201.638m) = 8.578 lps
Q 5-7 = (0.00287 lps m) (331.835m +478.354m) = 2.325 lps
Q 2-5 = (0.00287 lps m) (235.941m) = 0.677 lps
Q 2-4 = (0.00287 lps m) (239.681m + 459.043m) = 2.005 lps
Q 1-2 = (0.00287 lps m) (146.138m) = 0.419 lps
Cálculo deDiametro
d = 1.13 Q -3
d = 1.13 8.94×10-3 = 0.107×100= 10.684÷2.54= 4.21“
d = 1.13 4.401×10-3 = 0.075×100= 7.496÷2.54= 2.95“
d = 1.13 8.578×10-3 = 0.105×100= 10.466÷2.54= 4.12“
d = 1.132.325×10-3 = 0.054×100= 5.449÷2.54= 2.15 “
d = 1.13 0.677×10-3 = 0.029×100= 2.940÷2.54= 1.16“
d = 1.13 2.005×10-3 = 0.051×100= 5.060÷2.54= 1.99“
d = 1.13 0.419×10-3 = 0.023×100=2.313÷2.54= 0.911“
Diámetro con Formula de Manning
D=Q2 n2L(10.3)hf316
d10-15=8.94×10-32 0.012(3,114.05)(10.3)0.02(3,114.05)316 = (2.563×10-462.281)316 = (4.116×10-6)316
d10-15= 0.097m =...