CALCULO AGUA1
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Transcript of CALCULO AGUA1
MANZANILLO, COLIMA.JARDINES DE SALAGUA
CALCULO PARA RED DE DISTRIBUCION
P C 1 2 3 1 2 3 Piezom Terreno45.69 30.69 15.00
Alimentacion 1-4 65.02 9.70 3 4 6 4.77 0.99 0.12 4.77 0.4916 0.00 9.70 4.77 4.77 40.06 30.66 9.40I 4-5. 71.05 4.79 3 4 6 1.27 0.26 0.03 1.27 0.2651 0.52 4.26 1.01 1.20 38.86 30.83 8.03I 5-10. 76.96 3.46 3 4 6 0.72 0.15 0.02 0.72 0.2074 0.52 2.93 0.52 0.63 38.23 31.13 7.10I 10-15. 54.78 2.13 3 4 6 0.19 0.04 0.00 0.19 0.0910 0.52 1.61 0.11 0.14 38.09 31.48 6.61I 15-18 52.73 0.74 3 4 6 0.02 0.00 0.00 0.02 0.0304 0.52 0.21 0.00 0.01 38.08 31.45 6.63
+ 2.20 + 1.63 1.9840.06 30.66 9.40
I II 4-24 91.54 4.00 3 4 6 1.14 0.24 0.03 1.14 0.2855 0.52 4.53 1.46 1.72 38.34 31.33 7.01I II 24-23. 61.68 1.49 3 4 6 0.11 0.02 0.00 0.11 0.0715 0.52 2.01 0.19 0.22 38.12 31.45 6.67I II 23-18. 39.30 0.62 3 4 6 0.01 0.00 0.00 0.01 0.0191 0.52 1.15 0.04 0.04 38.08 31.45 6.63
0.00 - 1.26 0.9699 - 1.70 1.98 38.34 31.33 7.01RAMAL 24-28. 36.78 1.23 3 4 6 0.04 0.01 0.00 0.04 0.04 38.29 31.48 6.81
Carga Disponible
H1
(m)H comp.
COTASQ1 L.P.S.
POBLACION: PROYECTO:
CIRCUITOTramo Long (m) CorrecciónQ (L.P.S.)
DIÁMETROS (") PERDIDAS H (m)
H/Q