Libro1
3
CAUDAL MAXIMO DEMANDA DIARIO HORARIA HORA % % 0-1 100 60.6 39.4 39.4 1-2 100 61.6 38.4 77.8 2-3 100 63.3 36.7 114.5 3-4 100 63.7 36.3 150.8 4-5 100 65.1 34.9 185.7 5-6 100 82.8 17.2 202.9 6-7 100 93.8 6.2 209.1 7-8 100 119.9 -19.9 189.2 8-9 100 130.7 -30.7 158.5 9-10 100 137.2 -37.2 121.3 10-11 100 134.3 -34.3 87 11-12 100 132.9 -32.9 54.1 12-13 100 128.8 -28.8 25.3 13-14 100 126.6 -26.6 -1.3 14-15 100 121.6 -21.6 -22.9 15-16 100 120.1 -20.1 -43 16-17 100 119.6 -19.6 -62.6 17-18 100 115.1 -15.1 -77.7 18-19 100 112.1 -12.1 -89.8 19-20 100 105.6 -5.6 -95.4
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calculo de caudales de diseño
Transcript of Libro1
Hoja1
CAUDALMAXIMODEMANDA DIARIO HORARIA HORA%%0-110060.639.439.41-210061.638.477.82-310063.336.7114.53-410063.736.3150.84-510065.134.9185.7LA CAPACIDAD DE REGULACIONC5-610082.817.2202.96-710093.86.2209.1C=209.1--95.47-8100119.9-19.9189.2C=304.58-9100130.7-30.7158.59-10100137.2-37.2121.3COEFICIENTE DE REGULACION 10-11100134.3-34.387R=C/100X=3600/100011-12100132.9-32.954.1R=10.96212-13100128.8-28.825.313-14100126.6-26.6-1.3CAUDAL MAXIMO DIARIO=14.5L/SG14-15100121.6-21.6-22.915-16100120.1-20.1-43VOLUMEN=RXQMD16-17100119.6-19.6-62.617-18100115.1-15.1-77.7158.949M318-19100112.1-12.1-89.819-20100105.6-5.6-95.420-2110090.19.9-85.521-2210073.426.6-58.922-231007129-29.923-2410065.134.95
