proyecto - Autoridad Nacional del Agua

CARACTERISTICAS GEOMÉTRICAS E HIDRÁULICAS DE CANALES LATERALES PROYECTO "APATA"Canal, . , TramoLateralB-l----,-,-,,-,-,-,--,-12345ó789SecciónTipoIIIIVVIVVIVVIIIIVVVIIIIVIVVIVIIIIIIIIIIVIIIKilomelrajeDEA0+0000+6401+0001+5002+1002+1802+3000+0000+0400+22004O000+0000+0400+3200+0000+1000+3800+0000+0000+0000+000046401+0001+5002+1002+1802+3002+496040400+2200+6510+2200+0400+3200+4700+1000+3100+7400+0800+06014^200+100- B(m).0.951.181.561.181.561.181.560.951.181.561.540.951.561.181.561.180.950.950.951.180.95b(m)0.500.500.500.500.500.500.500.500.500.500.400.500.500.500.500.500.500.500.500,500.50GEOMÉTRICASW(m)0.450.580.580.580.580.580.580.450.580.580.570.450.580.580.580.580.450.450.450.580.45f-1/2:11/2:11:11/2:11:11/2:11:11/2:11/2:11:11:11/2:11:11/2:11:11/2:11/2:11/2:11/2:11/2:11/2:1e(m) (0.050.0500.0500.0500.050.05000.0500.0500.050.050.050.050.050.05Qdm^/^eg) (m)0.2 0.280.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.360.370.360.370.360.370.280.360.370.370.280.370.360.370.360.280.280.280.360.28A0.1750.2460.3190.2460.3190.2460.3190.1750.2460.3190.2850.1750.3190.2460.3190.2460.1750.1750.1750.2460.175P(m)1.111.3071.541.3071.541.3071.541.111.3071.541.4471.111.541.3071.541.307i.n1.11i.n1.3071.11CuadroHIDRÁULICASR(m)0.1570.1880.2070.1880.2070.1880.2070.1570.1880.2070.1970.1570.2070.1880.2070.1880.1570.1570.1570.1880.157V(m/seg1.1400.8150.6300.8150.6300.8150.6301.1400.8150.2070.7411.1400.6300.8150.6300.8151.1401.1401.1400.8151.140S) -0.0050.0020.0020.0020.0020.0020.0020.0050.0020.0020.0030.0050.0020.0020.0020.0020.0050.0050.0050.0020.005N°lll-(2n0.0180.0180.0250.0180.0250.0180.0250.0180.0180.0250.0250.0180.0250.0180.0250.0180.0180.0180.0180.0180.018de 12)f(m)0.170.220.210.220.210.220.210.170.220.210.200.170.210.220.210.220.170.170.170.220.17K3O^B-2 III 0+000 3+980 0.95 0.50 0.45 1/2:1 0.05 0.2 0.28 0.175 1.11 0.157 1.14 0.005 0.018 0.17