Planillas de Caudal Ex
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Calculo del TC 1 kirpich DATOS UNIDADES DATO UNIDAD Area Cuenca 5,338,028.0130 m2 5.338028013 km2 Longitud 2,450.6820 m COTA Pendiente 0.5101 m/m Cota Sup 4400 K 11,255.0979 calculos de la intensidad TC 10.27 min 0.171191539 hr T(retorno) 25.00 años I 60.08 mm/h calculos del los coeficientes CU 0.60 C 0.20 calculo del caudal Q 5.44 m3/s Calculo del TC 2 kirpich DATOS UNIDADES DATO UNIDAD Area Cuenca 1,624,298.93 m2 1.624298932 km2 Longitud 929.27 m COTA Pendiente 0.61 m/m Cota Sup 3720.4 K 3,907.23 calculos de la intensidad TC 4.55 min 0.075802368 hr T(retorno) 25.00 años I 99.28 mm/h calculos del los coeficientes CU 0.37 C 0.20 calculo del caudal Q 2.02 m3/s Calculo del TC 3 kirpich DATOS UNIDADES DATO UNIDAD Area Cuenca 4,214,927.10 m2 4.2149271 km2 Longitud 2,667.82 m COTA Pendiente 0.40 m/m Cota Sup 4089.08 K 13,867.78
description
hidraulica
Transcript of Planillas de Caudal Ex
caudalCalculo del TC 1kirpichDATOSUNIDADESDATOUNIDAD
Area Cuenca5,338,028.0130m25.338028013km2Longitud2,450.6820mCOTAS Pendiente0.5101m/mCota Sup4400Cota Inf3150K11,255.0979calculos de la intensidadTC10.27min0.1711915392hrT(retorno)25.00aosI60.08mm/hcalculos del los coeficientesCU0.60C0.20calculo del caudalQ5.44m3/s
Calculo del TC 2kirpichDATOSUNIDADESDATOUNIDAD
Area Cuenca1,624,298.93m21.624298932km2Longitud929.27mCOTAS Pendiente0.61m/mCota Sup3720.4Cota Inf3154.89K3,907.23calculos de la intensidadTC4.55min0.0758023682hrT(retorno)25.00aosI99.28mm/hcalculos del los coeficientesCU0.37C0.20calculo del caudalQ2.02m3/s
Calculo del TC 3kirpichDATOSUNIDADESDATOUNIDAD
Area Cuenca4,214,927.10m24.2149271km2Longitud2,667.82mCOTAS Pendiente0.40m/mCota Sup4089.08Cota Inf3026.89K13,867.78calculos de la intensidadTC12.06min0.2010429142hrT(retorno)25.00aosI54.42mm/hcalculos del los coeficientesCU0.64C0.20calculo del caudalQ3.27m3/s
Calculo del TC 4kirpichDATOSUNIDADESDATOUNIDAD
Area Cuenca1,501,328.14m21.501328137km2Longitud1,417.69mCOTAS Pendiente0.47m/mCota Sup3638.17Cota Inf2973.94K6,793.38calculos de la intensidadTC6.96min0.1160511944hrT(retorno)25.00aosI76.35mm/hcalculos del los coeficientesCU0.49C0.20calculo del caudalQ1.45m3/s
calculo del tw c1hQncalculo de pend-pasobcalculo X1calculo X2ApQAltubasSAltbasx1Altbasx20.145.440.035.33151.510.0416.60.6730.2245.1040.2927.2593.973.686885949636.07209597425.03895276940.1415.440.035.33151.510.0416.60.6730.2245.1040.2927.2593.973.723025283836.2111823745.108419330.1425.440.035.33151.510.0416.60.6730.2245.1040.2927.2593.973.759303688136.35026877385.17840048160.1435.440.035.33151.510.0416.60.6730.2245.1040.2927.2593.973.795721162436.48935517365.24889731730.1445.440.035.33151.510.0416.60.6730.2245.1040.2927.2593.973.832277706636.62844157345.31991093160.1455.440.035.33151.510.0416.60.6730.2245.1040.2927.2593.973.868973320936.76752797335.39144241980.1465.440.035.33151.510.0416.60.6730.2245.1040.2927.2593.973.905808005136.90661437315.46349287850.1475.440.035.33151.510.0416.60.6730.2245.1040.2927.2593.973.942781759437.04570077295.53606340550.1485.440.035.33151.510.0416.60.6730.2245.1040.2927.2593.973.979894583637.18478717275.60915509920.1495.440.035.33151.510.0416.60.6730.2245.1040.2927.2593.974.017146477937.32387357255.68276905920.155.440.035.33151.510.0416.60.6730.2245.1040.2927.2593.974.054537442137.46295997235.7569063859
calculo del tw c2hQncalculo de pend-pasobcalculo X1calculo X2ApQAltubasSAltbasx1Altbasx20.122.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.350795241922.51470103871.58751826740.1212.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.373402301222.70232354731.62304189190.1222.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.396196970922.8899460561.65905820880.1232.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.41917925123.07756856461.69556992910.1242.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.442349141623.26519107331.73257975610.1252.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.465706642723.4528135821.7700903860.1262.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.489251754223.64043609061.80810450760.1272.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.512984476223.82805859931.84662480280.1282.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.536904808624.01568110791.88565394620.1292.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.561012751424.20330361661.92519460530.132.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.585308304824.39092612521.96524944090.1312.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.609791468524.57854863392.00582110690.1322.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.634462242724.76617114252.04691225020.1332.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.659320627424.95379365122.08852551110.1342.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.684366622525.14141615992.13066352340.1352.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.709600228125.32903866852.1733289140.1362.020.034.5485.780.0500.38648.54125.7510.7143.9261.861.735021444125.51666117722.2165243035
calculo del tw c3hQncalculo de pend-pasobcalculo X1calculo X2ApQAltubasSAltbasx1Altbasx20.0953.270.032.3960.960.0421.730.6430.6747.9220.5227.2652.422.517156595631.26466752853.09767889940.0963.270.037.55160.90630.1226.69770.169311.00665.0090.78027.059.042.904178581233.81205459256.63551080820.0973.270.037.55160.90630.1226.69770.169311.00665.0090.78027.059.042.938021624133.88616245296.75501927470.0983.270.037.55160.90630.1226.69770.169311.00665.0090.78027.059.042.97193871233.96027031326.87546688340.0993.270.037.55160.90630.1226.69770.169311.00665.0090.78027.059.043.00592984534.03437817366.99685261220.13.270.037.55160.90630.1226.69770.169311.00665.0090.78027.059.043.03999502334.10848603397.11917547190.1013.270.037.55160.90630.1226.69770.169311.00665.0090.78027.059.043.074134245934.18259389427.24243450520.1023.270.037.55160.90630.1226.69770.169311.00665.0090.78027.059.043.108347513934.25670175467.36662878610.1033.270.037.55160.90630.1226.69770.169311.00665.0090.78027.059.043.142634826834.33080961497.4917574190.1043.270.037.55160.90630.1226.69770.169311.00665.0090.78027.059.043.176996184834.40491747537.6178195383
calculo del tw c4hQncalculo de pend-pasobcalculo X1calculo X2ApQAltubasSAltbasx1Altbasx20.11.450.032.237.70.063.210.2813.2347.2500.1814.1278.440.949472222215.78113989491.17389955140.1011.450.032.237.70.063.210.2813.2347.2500.1814.1278.440.965314513915.90685129391.20035947050.1021.450.032.237.70.063.210.2813.2347.2500.1814.1278.440.981282516.03256269281.22717792860.1031.450.032.237.70.063.210.2813.2347.2500.1814.1278.440.997376180616.15827409181.25435678590.1041.450.032.237.70.063.210.2813.2347.2500.1814.1278.441.013595555616.28398549071.28189789790.1051.450.032.237.70.063.210.2813.2347.2500.1814.1278.441.02994062516.40969688971.30980311580.1061.450.032.237.70.063.210.2813.2347.2500.1814.1278.441.046411388916.53540828861.33807428620.1071.450.032.237.70.063.210.2813.2347.2500.1814.1278.441.063007847216.66111968761.36671325160.1081.450.032.237.70.063.210.2813.2347.2500.1814.1278.441.0797316.78683108651.395721850.1091.450.032.237.70.063.210.2813.2347.2500.1814.1278.441.096577847216.91254248541.42510191530.111.450.032.237.70.063.210.2813.2347.2500.1814.1278.441.113551388917.03825388441.45485527690.1111.450.032.237.70.063.210.2813.2347.2500.1814.1278.441.13065062517.16396528331.48498376010.1121.450.032.237.70.063.210.2813.2347.2500.1814.1278.441.147875555617.28967668231.51548918610.1131.450.032.237.70.063.210.2813.2347.2500.1814.1278.441.165226180617.41538808121.54637337180.1141.450.032.237.70.063.210.2813.2347.2500.1814.1278.441.182702517.54109948021.57763813020.1151.450.032.237.70.063.210.2813.2347.2500.1814.1278.441.200304513917.66681087911.60928526990.1161.450.032.237.70.063.210.2813.2347.2500.1814.1278.441.218032222217.79252227811.64131659570.1171.450.032.237.70.063.210.2813.2347.2500.1814.1278.441.23588562517.9182336771.67373390830.1181.450.032.237.70.063.210.2813.2347.2500.1814.1278.441.253864722218.0439450761.7065390044
TUBERIAS
Datos de partidaDatos de partidaDatos de partidaDatos de partidaCUENCA #1VALORESUNIDADESDATOVALORCUENCA #2VALORESUNIDADESDATOVALORCUENCA #3VALORESUNIDADESDATOVALORCUENCA #4VALORESUNIDADESDATOVALORCaudal(Q)5.46m3/sCaudal(Q)2.01m3/sCaudal(Q)3.10m3/sCaudal(Q)1.45m3/sVelocidad de entrada (V)1.3988124535m/srea mojada3.9058080051Velocidad de entrada (V)1.2460130061m/srea mojada1.6097914685Velocidad de entrada (V)1.2306262172m/srea mojada2.5171565956Velocidad de entrada (V)1.3033104907m/srea mojada1.1135513889Cantidad de Tubos6Cantidad de Tubos5Cantidad de Tubos5Cantidad de Tubos6Caudal de diseo0.9105821464m3/sCaudal de diseo0.4011642214m3/sCaudal de diseo0.6195357799m3/sCaudal de diseo0.2418838678m3/sDiametro de tubo (D)1mradio del tubo0.5Diametro de tubo (D)1mradio del tubo0.5Diametro de tubo (D)1mradio del tubo0.5Diametro de tubo (D)1mradio del tubo0.5Material del TuboMaterial del TuboMaterial del TuboMaterial del Tubon=0.022n=0.022n=0.022n=0.022Calculo Altura critica hc0.54mCalculo Altura critica hc0.36mCalculo Altura critica hc0.45mCalculo Altura critica hc0.27m
Condicion en la que trabajaSemillenoCondicion en la que trabajaSemivacioCondicion en la que trabajaSemivacioCondicion en la que trabajaSemivacio
2.983.33.712.573.342.944.12.18
Calculo del reaPerimetroCalculo del reaPerimetroCalculo del reaPerimetroCalculo del reaPerimetroA=0.43m2P=36.9066143731mA=0.25m2P=24.5785486339mA=0.34m2P==mA=0.17m2P=1.09m
Radio HidraulicoRadio HidraulicoRadio HidraulicoRadio Hidraulico
RH=0.01RH=0.01RH=ERROR:#VALUE!RH=0.16
Calculo de la pendiente CriticaCalculo de la pendiente CriticaCalculo de la pendiente CriticaCalculo de la pendiente Critica
Sc=1.0074265195m/mSc=0.5784640798m/mSc=ERROR:#VALUE!m/mSc=0.0112806645m/m
FR=1FR=1FR=1FR=1
Adoptamos Pendiente DE construccionAdoptamos Pendiente DE construccionAdoptamos Pendiente DE construccionAdoptamos Pendiente DE construccion
Sa >ScSa=0.015m/mSa >ScSa=0.015m/mSa >ScSa=0.015m/mSa >ScSa=0.015m/m
Calculo de la altura de entradaCalculo de la altura de entradaCalculo de la altura de entradaCalculo de la altura de entrada
Velocidad Critica2.49m/sVelocidad Critica2.49m/sVelocidad Critica2.49m/sVelocidad Critica2.49m/s
h0.04134mh0.03756mh0.03945mh0.03567m
He=0.7976205158CumpleHe=0.6344382665CumpleHe=0.728270546CumpleHe=0.5351033213Cumple
CALCULO DE ALCANTARILLA
