HIDROMETRIA 1

ESTACION

V=0.5 +0.79n0.69

V=0.5 +0.79n0.69AREASDISTANCIA (m)PROFUNDIDAD (m)PROFUNDIDAD DE OBSERVACION (m)TIEMPO (seg)REVOLUCIONESn = rev / tVELOCIDAD (m/s) h (m)Vi* h LhLih/2Li/2Ai(m2)5.500.960.70201206.005.240.4802.51520.000.967.7--7.93115.401.2415.401.17.717.40725.802.7410.401.995.224.260DISTANCIAPROFUNDIDAD35.201.969.402.354.719.4370.000.962.620045.601.2810.401.625.213.67315.401.2455.800.9710.201.1255.112.24825.802.7415.401.241.0551350.691.050.1450.151572.000.5016.200.7358.15.00235.201.960.95661301.972.060.2000.4113TOTAL99.956045.601.280.6552200.380.800.2500.200155.800.970.454290.210.670.1500.099972.000.500.35438100.020.520.2250.11610.7893

RESUMEN

25.802.742.65134450.340.770.1950.1499DistanciaVi (m/s)Ai (m2)Qi =Vi * Ai (m3/s)2.3551380.751.090.5000.54631.65661201.821.940.5000.96897.72.62007.93120.7791.3552220.420.830.4000.332715.400.789317.40713.7400.8542100.240.690.4500.310325.800.898824.26021.8050.45538100.020.520.3000.154735.200.719719.43713.9880.2595480.2250.000045.601.506013.67320.5920.898855.800.257912.2483.15972.000.43965.0022.199=99.95696.26

35.201.961.703241100.340.770.3300.25361.3051390.761.100.3000.3301Respuestas:1.101661300.781.120.3000.33490.7052250.480.880.3000.26380.5042100.240.690.2000.1379Vmedia ( Q / At) 0.963m/s0.30438100.020.520.1750.0903Descarga total 96.26m3/s0.154405Descarga por unidad de ancho 1.3370.7197m

45.601.281.101031051.021.310.2400.31340.8063951.511.690.2000.3386OBSERVACIONDISTANCIA(m)PROF. (m)VEL. MEDIA (V) (m/s)0.7046801.741.870.1000.18750.6034752.212.250.2000.44921 Margen Izquierda00.962.62000.3032601.881.990.2000.3970215.401.240.78930.2032451.411.610.1500.2421325.802.740.89881.5060435.201.960.7197545.601.281.5060655.800.970.25797 Margen Derecha72.000.500.4396SUMA=7.23

55.800.970.50825150.020.520.4850.2501630.2579Vi(Vi)(Vi)Ai(m)(Vi)Ai(Vi)AiQi=(Vi)Ai72.000.500.302201050.480.880.2500.21982.626.8617.987.9354.44142.6420.78MARGEN DER.0.790.620.4917.4110.858.5613.740.900.810.7324.2619.6017.6221.810.720.520.3719.4410.077.2413.99m/s0.43961.512.273.4213.6731.0146.7120.590.260.070.0212.250.810.213.160.440.190.085.000.970.422.20127.75223.40A=99.96mQ =96.26

V (Q / A) =0.96m/sV=0.93m/sV=0.89m/s

COEFICIENTES DE DISTRIBUCION DE VELOCIDAD

CORIOLIS () = (Vi).Ai / V.A

BOUSSINESQ ( )= (Vi).Ai / V.A

=2.502

=1.378

v=(Vi h)/h

Hoja1