CALCULO DE PRESIONES .xlsx
67
"INSTALACION DE SISTEMA DE RIEGO POR ASPERSION EN LA C CALCULOS HIDRAULICOS SECT IV CAUDAL CAUDAL DIAMETRO Tuberia ACUM. INTERNO Clase LONGITUD (l/s) (l/s) (mm) (Metros) HID84 HID85 6.0 6.0 66.00 10 48.00 HID83 HID84 - 6.0 66.00 10 56.00 VRP3 HID83 - 6.0 67.80 7.5 101.00 VA 5 VRP3 - 6.0 67.80 7.5 25.00 Pto B VA 5 - 6.0 67.80 7.5 87.00 CRP 2 Pto B - 6.0 69.40 5 299.00 Tee 11 CRP 2 - 6.0 66.00 10 10.00 Pto A Tee 11 - 6.0 66.00 10 87.00 Tee 9 Pto A - 6.0 66.00 10 47.00 Tee 8 Tee 9 - 6.0 105.80 7.5 103.00 Tee 7 Tee 8 - 6.0 155.80 7.5 72.00 Cruz 3 Tee 7 6.0 12.0 155.80 7.5 97.00 Cruz 2 Cruz 3 6.0 18.0 159.80 5 210.00 CRP 1 Cruz 2 12.0 30.0 159.80 5 188.00 Tee 6 CRP 1 - 30.0 152.00 10 8.00 Cruz 1 Tee 6 - 30.0 152.00 10 216.00 Tee 4 Cruz 1 12.0 42.0 203.20 7.5 61.00 Tee 2 Tee 4 - 42.0 203.20 7.5 232.00 Tee 1 Tee 2 - 42.0 203.20 7.5 78.00 C R Tee 1 6.0 48.0 208.40 5 10.00 R C R - 48.0 208.40 5 305.00 CALCULOS HDRAULICO HID 85 CAUDAL CAUDAL DIAMETRO LONGITUD ACUM. INTERNO LONGITUD ACUM. # (l/s) (l/s) (mm) (Metros) (Metros) 5-4 0.5 0.5 22.90 1.00 1.00 4-3 - 0.5 28.80 15.00 16.00 3-2 0.5 1.0 28.80 15.00 31.00 2-1 0.5 1.5 28.80 15.00 46.00 1-HID85 0.5 2.0 38.00 7.50 53.50
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Transcript of CALCULO DE PRESIONES .xlsx
CAL HIDRA"INSTALACION DE SISTEMA DE RIEGO POR ASPERSION EN LA COMUNIDAD DE CHULLCUPAMPA, DISTRITO DE HUAMANGUILLA, PROVINCIA DE HUANTA-AYACUCHO"FICHA DE CALCULOS HIDRAULICOSCV17CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 85) V 17
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID84HID856.06.066.001048.0048.001.981.982.821.75O.K.3172316269.1410.00HID83HID840.06.066.001056.00104.002.314.296.111.75O.K.3189317261.1217.00VRP3HID830.06.067.807.5101.00205.003.677.9611.331.66O.K.3214318946.4325.00VA 5VRP30.06.067.807.525.00230.000.918.8712.621.66O.K.3220321450.216.00Pto BVA 50.06.067.807.587.00317.003.1612.0317.121.66O.K.3240322045.1220.00CRP 2Pto B0.06.069.405299.00616.009.7221.7630.961.59O.K.3278324028.2838.00Tee 11CRP 20.06.066.001010.00626.000.410.410.591.75O.K.3279327868.841.00Pto A Tee 110.06.066.001087.00713.003.594.005.701.75O.K.3290327968.2511.00Tee 9Pto A 0.06.066.001047.00760.001.945.948.461.75O.K.3296.5329060.856.50Tee 8 Tee 90.06.0105.807.5103.00863.000.456.409.100.68O.K.3304.53296.556.298.00Tee 7Tee 8 0.06.0155.807.572.00935.000.056.449.170.31O.K.33063304.548.741.50Cruz 3Tee 76.012.0155.807.597.001032.000.236.679.490.63O.K.3317330647.2911.00Cruz 2 Cruz 36.018.0159.805210.001242.000.917.5810.790.90O.K.3335.9331736.5118.90CRP 1Cruz 2 12.030.0159.805188.001430.002.089.6613.741.50O.K.3356.53335.918.5220.60Tee 6CRP 10.030.0152.00108.001438.000.110.110.161.65O.K.3357.23356.571.690.70Cruz 1Tee 60.030.0152.0010216.001654.003.043.154.481.65O.K.3370.23357.271.1113.00Tee 4Cruz 112.042.0203.207.561.001715.000.393.545.041.30O.K.33733370.261.142.80Tee 2Tee 40.042.0203.207.5232.001947.001.495.037.151.30O.K.3391.5337358.7418.50Tee 1Tee 20.042.0203.207.578.002025.000.505.537.861.30O.K.3400.53391.541.729.00C RTee 16.048.0208.40510.002035.000.075.607.971.41O.K.34023400.533.221.50RC R0.048.0208.405305.002340.002.217.8111.111.41O.K.3434.5340231.7932.50116.00165.07Desnivel a favor1.50272.519.7728.14Presin final=-40.86
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 85CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID850.52.038.007.5053.500.625.317.561.76O.K.
14.4620.58PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ21.76PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)2.18PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)2.85DESNIVEL TOPOGRAFICO(116.00)TOTAL-56.22
FICHA DE CALCULOS HIDRAULICOSCV15CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 80) V 15
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID 79HID 806.06.067.807.563.0063.002.292.293.261.66O.K.3262.3324756.4815.30HID 78HID 790.06.067.807.557.00120.002.074.366.201.66O.K.3271.53262.343.479.20VRP 6HID 780.06.069.40555.00175.001.796.158.751.59O.K.32783271.536.346.50TEE 11VRP 60.06.069.401015.00190.000.496.649.441.59O.K.3279327863.251.00Pto A TEE 110.06.066.001087.00277.003.5910.2314.551.75O.K.3290327962.7411.00Tee 9Pto A 0.06.067.807.547.00324.001.7111.9416.981.66O.K.3296.5329055.336.50Tee 8 Tee 96.012.0105.807.5103.00427.001.5213.4619.151.36O.K.3304.53296.550.548.00Tee 7Tee 8 12.024.0155.807.572.00499.000.6014.0520.001.26O.K.33063304.544.061.50Cruz 3Tee 76.030.0155.807.597.00596.001.2115.2621.721.57O.K.3317330643.1611.00Cruz 2 Cruz 36.036.0159.805210.00806.003.2418.5026.331.79O.K.3335.9331733.3718.90CRP 1Cruz 2 0.036.0159.805188.00994.002.9021.4030.451.79O.K.3356.53335.917.7020.60Tee 6CRP 10.036.0152.0058.001002.000.160.160.221.98O.K.3357.23356.538.070.70Cruz 1Tee 60.036.0152.005216.001218.004.244.406.261.98O.K.3370.23357.237.5313.00Tee 4Cruz 112.048.0203.20561.001279.000.504.896.961.48O.K.33733370.228.772.80Tee 2Tee 40.048.0203.205232.001511.001.906.799.661.48O.K.3391.5337326.4718.50Tee 1Tee 20.048.0203.20578.001589.000.647.4310.571.48O.K.3400.53391.59.869.00109.50155.82Desnivel a favor1.50153.519.1127.19Presin final=-38.77
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 85CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID800.52.038.007.5053.500.625.317.561.76O.K.0.0013.8019.64PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ21.40PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)2.14PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)2.83DESNIVEL TOPOGRAFICO(109.50)TOTAL-50.13
FICHA DE CALCULOS HIDRAULICOSCV13CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 82) V 13
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID81HID826.06.067.807.561.0061.002.222.223.151.66O.K.3227321853.649.00CRP 3HID810.06.067.807.5169.00230.006.148.3611.891.66O.K.3280322746.8653.00HID61CRP 30.06.082.107.534.00264.000.500.500.711.13O.K.3285328058.655.00HID60HID616.012.082.107.580.00344.003.944.446.312.27O.K.3303328554.1518.00Tee 8 HID600.012.084.105103.00447.004.528.9612.752.16O.K.3304.5330340.091.50Tee 7Tee 8 12.024.0155.807.572.00519.000.609.5613.601.26O.K.33063304.543.111.50Cruz 3Tee 76.030.0155.807.597.00616.001.2110.7715.321.57O.K.3317330642.2111.00Cruz 2 Cruz 36.036.0159.805210.00826.003.2414.0119.931.79O.K.3335.9331732.4218.90CRP 1Cruz 2 6.042.0159.805188.001014.003.8417.8525.392.09O.K.3356.53335.916.7620.60Tee 6CRP 10.042.0159.80108.001022.000.160.160.232.09O.K.3357.23356.566.530.70Cruz 1Tee 60.042.0152.0010216.001238.005.625.788.232.31O.K.3370.23357.265.9913.00Tee 4Cruz 112.054.0203.207.561.001299.000.626.409.111.67O.K.33733370.258.612.80Tee 2Tee 40.054.0203.207.5232.001531.002.358.7512.461.67O.K.3391.5337356.4318.50Tee 1Tee 20.054.0203.207.578.001609.000.799.5413.581.67O.K.3400.53391.540.289.00C RTee 16.060.0208.40510.001619.000.119.6513.741.76O.K.34023400.532.071.50RC R0.060.0208.405305.001924.003.3212.9718.461.76O.K.3434.5340230.6832.5062.0088.23Desnivel a favor1.50216.56.148.74Presin final=-36.88
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 85CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID820.52.038.007.5053.500.625.317.561.76O.K.
0.831.18PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ8.36PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)0.84PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)2.11DESNIVEL TOPOGRAFICO(62.00)TOTAL-17.70
FICHA DE CALCULOS HIDRAULICOSCV11CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 59) V 11
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID58HID596.06.067.807.556.0056.002.032.032.901.66O.K.3302.53290.456.3212.10PTO CHID580.06.067.807.539.0095.001.423.454.911.66O.K.33103302.546.267.50HID57PTO C0.06.067.807.517.00112.000.624.075.791.66O.K.3313.4331040.173.40CRUZ 3HID570.06.069.40539.00151.001.275.347.601.59O.K.3316.73313.437.393.30Cruz 2 CRUZ 318.024.0159.805210.00361.001.546.889.791.20O.K.33363316.735.3619.30CRP 1Cruz 2 12.036.0159.805188.00549.002.909.7813.911.79O.K.3356.5333617.6020.50Tee 6CRP 10.036.0159.80108.00557.000.120.120.181.79O.K.3357.23356.568.520.70Cruz 1Tee 60.036.0152.0010216.00773.004.244.366.211.98O.K.3370.23357.267.9513.00Tee 4Cruz 112.048.0203.207.561.00834.000.504.866.921.48O.K.33733370.259.192.80Tee 2Tee 40.048.0203.207.5232.001066.001.906.769.621.48O.K.3391.5337356.8918.50Tee 1Tee 26.054.0203.207.578.001144.000.797.5510.741.67O.K.3400.53391.540.289.00C RTee 16.060.0208.40510.001154.000.117.6610.901.76O.K.34023400.532.071.50RC R0.060.0208.405305.001459.003.3210.9815.621.76O.K.3434.5340230.6832.5066.1094.06Desnivel a favor1.50144.17.7411.02Presin final=-38.72
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 85CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID590.52.038.007.5053.500.625.317.561.76O.K.0.002.433.46PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ9.78PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)0.98PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)2.19DESNIVEL TOPOGRAFICO(66.10)TOTAL-20.16
FICHA DE CALCULOS HIDRAULICOSCV9CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 56) V 9
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID55HID566.06.066.001056.0056.002.312.313.291.75O.K.3257324664.6611.00PTO DHID550.06.067.807.556.00112.002.034.356.191.66O.K.3270325755.9713.00HID54PTO D0.06.067.807.586.00198.003.127.4710.631.66O.K.3287327045.0017.00VRP5HID540.06.069.40513.00211.000.427.8911.231.59O.K.3290328731.133.00HID53VRP50.06.067.807.543.00254.001.569.4613.461.66O.K.3299.5329057.109.50HID52HID530.06.067.807.556.00310.002.0311.4916.351.66O.K.3309.83299.549.1610.30HID51HID520.06.067.807.556.00366.002.0313.5319.251.66O.K.33223309.840.9012.20Cruz 2 HID510.06.069.40552.00418.001.6915.2221.651.59O.K.3336332230.7314.00CRP 1Cruz 2 24.030.0159.805188.00606.002.0817.2924.611.50O.K.3356.5333618.4220.50Tee 6CRP 10.030.0152.00108.00614.000.110.110.161.65O.K.3357.23356.569.810.70Cruz 1Tee 66.036.0152.0010216.00830.004.244.356.191.98O.K.3370.23357.269.2213.00Tee 4Cruz 16.042.0203.201061.00891.000.394.746.751.30O.K.33733370.260.462.80Tee 2Tee 40.042.0203.207.5232.001123.001.496.238.861.30O.K.3391.5337358.0518.50Tee 1Tee 26.048.0203.207.578.001201.000.646.879.771.48O.K.3400.53391.541.049.00C RTee 16.054.0208.40510.001211.000.096.969.901.58O.K.34023400.532.671.50RC R0.054.0208.405305.001516.002.749.6913.791.58O.K.3434.5340231.2632.50110.50157.24Desnivel a favor1.50188.514.9821.32Presin final=-46.23
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 85CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID850.52.038.007.5053.500.625.317.561.76O.K.0.009.6713.76PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ17.29PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)1.73PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)2.60DESNIVEL TOPOGRAFICO(110.50)TOTAL-55.88
FICHA DE CALCULOS HIDRAULICOSCV7CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 31) V 7
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID30HID316.06.066.001056.0056.002.312.313.291.75O.K.3352.5334082.7912.50Tee 6HID300.06.066.001032.0088.001.323.635.171.75O.K.3357.23352.572.604.70Cruz 1Tee 630.036.0152.0010216.00304.004.247.8711.201.98O.K.3370.23357.269.2213.00Tee 4Cruz 16.042.0203.201061.00365.000.398.2611.761.30O.K.33733370.260.462.80Tee 2Tee 40.042.0203.207.5232.00597.001.499.7513.871.30O.K.3391.5337358.0518.50Tee 1Tee 26.048.0203.207.578.00675.000.6410.3914.781.48O.K.3400.53391.541.049.00C RTee 16.054.0208.40510.00685.000.0910.4814.911.58O.K.34023400.532.671.50RC R0.054.0208.405305.00990.002.7413.2118.801.58O.K.3434.5340231.2632.5094.50134.47Desnivel a favor1.5094.510.9015.51Presin final=-51.52
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 85CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID850.52.038.007.5053.500.625.317.561.76O.K.0.005.597.95PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ13.21PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)1.32PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)2.38DESNIVEL TOPOGRAFICO(94.50)TOTAL-44.59
FICHA DE CALCULOS HIDRAULICOSCV4CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 28) V 4
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID28HID296.06.067.807.556.0056.002.032.032.901.66O.K.3350.93339.554.5411.40PTO EHID280.06.067.807.544.00100.001.603.635.171.66O.K.33603350.945.189.10HID27PTO E0.06.069.40512.00112.000.394.025.731.59O.K.3362.5336037.672.50VRP 1HID270.06.069.40552.00164.001.695.718.131.59O.K.3369.53362.535.567.00Cruz 1VRP 10.06.069.40104.00168.000.135.848.321.59O.K.3370.23369.560.510.70Tee 4Cruz 142.048.0203.207.561.00229.000.506.349.031.48O.K.33733370.259.942.80Tee 2Tee 40.048.0203.207.5232.00461.001.908.2411.731.48O.K.3391.5337357.6418.50Tee 1Tee 20.048.0203.207.578.00539.000.648.8812.631.48O.K.3400.53391.541.049.00C RTee 16.054.0208.40510.00549.000.098.9712.761.58O.K.34023400.532.671.50RC R0.054.0208.405305.00854.002.7411.7016.661.58O.K.3434.5340231.2632.5095.00135.19Desnivel a favor1.5095.09.6713.76Presin final=-23.28
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 85CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID850.52.038.007.5053.500.625.317.561.76O.K.0.004.366.20PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ11.70PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)1.17PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)2.29DESNIVEL TOPOGRAFICO(95.00)TOTAL-46.83
FICHA DE CALCULOS HIDRAULICOSCV20CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 26) V 20
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaTee 4HID266.06.067.807.538.0038.001.381.381.961.66O.K.33733372.454.940.60Tee 2Tee 448.054.0203.207.5232.00270.002.353.735.311.67O.K.3391.5337355.7218.50Tee 1Tee 26.060.0208.40578.00348.000.854.586.521.76O.K.3400.53391.539.579.00C RTee 16.066.0208.40510.00358.000.134.716.701.93O.K.34023400.531.421.50RC R0.066.0208.405305.00663.003.958.6612.321.93O.K.3434.5340230.0532.5062.1088.37Desnivel a favor1.5062.17.2810.36Presin final=-24.89
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 85CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID850.52.038.007.5053.500.625.317.561.76O.K.0.001.972.80PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ8.66PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)0.87PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)2.13DESNIVEL TOPOGRAFICO(62.10)TOTAL-17.45
FICHA DE CALCULOS HIDRAULICOSCV3CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 25) V 3
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID24HID256.06.066.001056.0056.002.312.313.291.75O.K.3332.8331772.7415.80PTO FHID240.06.067.807.527.0083.000.983.294.691.66O.K.33403332.859.257.20HID23PTO F0.06.067.807.545.00128.001.634.937.011.66O.K.3350334053.0310.00HID22HID230.06.067.807.567.00195.002.437.3610.481.66O.K.3360.8335044.6710.80VRP 4HID220.06.069.40522.00217.000.728.0811.491.59O.K.33683360.836.307.20HID21VRP 40.06.067.807.515.00232.000.548.6212.271.66O.K.3371336859.633.00HID20HID210.06.067.807.556.00288.002.0310.6615.161.66O.K.3381.2337157.1810.20Tee 2HID200.06.067.807.564.00352.002.3312.9818.471.66O.K.3391.53381.249.0110.30Tee 1Tee 242.048.0203.207.578.00430.000.6413.6219.381.48O.K.3400.53391.541.049.00C RTee 16.054.0208.40510.00440.000.0913.7119.511.58O.K.34023400.532.671.50RC R0.054.0208.405305.00745.002.7416.4523.401.58O.K.3434.5340231.2632.50117.50167.20Desnivel a favor1.50117.514.1320.11Presin final=-41.48
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 85CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID850.52.038.007.5053.500.625.317.561.76O.K.
8.8212.56PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ16.45PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)1.64PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)2.55DESNIVEL TOPOGRAFICO(117.50)TOTAL-63.85
FICHA DE CALCULOS HIDRAULICOSCV14CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 65) V 65
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID64HID656.06.067.807.556.0056.002.032.032.901.66O.K.3267.5326052.917.50HID63HID640.06.067.807.573.00129.002.654.696.671.66O.K.3279.93267.547.4512.40HID62HID630.06.069.40556.00185.001.826.519.261.59O.K.3288.93279.937.709.00VRP 9HID620.06.069.40544.00229.001.437.9411.301.59O.K.32953288.930.526.10Tee 9VRP 90.06.067.807.510.00239.000.368.3011.811.66O.K.3296.5329551.701.50Tee 8 Tee 96.012.0105.807.5101.00340.001.499.7913.941.36O.K.3304.53296.550.578.00Tee 7Tee 8 12.024.0155.807.572.00412.000.6010.3914.791.26O.K.33063304.544.061.50Cruz 3Tee 76.030.0155.807.597.00509.001.2111.6016.511.57O.K.3317330643.1611.00Cruz 2 Cruz 36.036.0159.805210.00719.003.2414.8421.111.79O.K.3335.9331733.3718.90CRP 1Cruz 2 0.036.0159.805188.00907.002.9017.7425.241.79O.K.3356.53335.917.7020.60Tee 6CRP 10.036.0159.8058.00915.000.120.120.181.79O.K.3357.23356.50.000.70Cruz 1Tee 60.036.0152.0010216.001131.004.244.366.211.98O.K.3370.23357.268.1013.00Tee 4Cruz 112.048.0203.207.561.001192.000.504.866.921.48O.K.33733370.259.342.80Tee 2Tee 40.048.0203.207.5232.001424.001.906.769.621.48O.K.3391.5337357.0418.50Tee 1Tee 20.048.0203.207.578.001502.000.647.4010.521.48O.K.3400.53391.540.449.00C RTee 112.060.0208.40510.001512.000.117.5010.681.76O.K.34023400.532.071.50RC R0.060.0208.405305.001817.003.3210.8215.401.76O.K.3434.5340230.6832.5096.50137.32Desnivel a favor1.50174.515.7022.34Presin final=-35.21
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 85CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID850.52.038.007.5053.500.625.317.561.76O.K.
10.3914.79PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ17.74PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)1.77PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)2.63DESNIVEL TOPOGRAFICO(96.50)TOTAL-41.37
FICHA DE CALCULOS HIDRAULICOSCV12CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 50) V 12
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID49HID506.06.066.001056.0056.002.312.313.291.75O.K.3288.8327959.979.80HID48HID490.06.067.807.556.00112.002.034.356.191.66O.K.3297.53288.852.488.70HID86HID486.012.082.107.596.00208.004.739.0712.912.27O.K.3305.73297.545.818.20Tee 7HID860.012.082.107.572.00280.003.5512.6217.962.27O.K.33063305.742.340.30Cruz 3Tee 76.018.0155.807.597.00377.000.4813.0918.630.94O.K.3317330645.5811.00Cruz 2 Cruz 36.024.0159.805210.00587.001.5414.6420.831.20O.K.3335.9331735.0618.90CRP 1Cruz 2 12.036.0159.805188.00775.002.9017.5324.951.79O.K.3356.53335.917.7020.60Tee 6CRP 10.036.0159.80108.00783.000.120.120.181.79O.K.3357.23356.569.280.70Cruz 1Tee 60.036.0152.0010216.00999.004.244.366.211.98O.K.3370.23357.268.7013.00Tee 4Cruz 112.048.0203.207.561.001060.000.504.866.921.48O.K.33733370.259.942.80Tee 2Tee 40.048.0203.207.5232.001292.001.906.769.621.48O.K.3391.5337357.6418.50Tee 1Tee 20.048.0203.207.578.001370.000.647.4010.521.48O.K.3400.53391.541.049.00C RTee 16.054.0208.40510.001380.000.097.4810.651.58O.K.34023400.532.671.50RC R0.054.0208.405305.001685.002.7410.2214.551.58O.K.3434.5340231.2632.5077.50110.28Desnivel a favor1.50155.515.2221.66Presin final=-42.26
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 85CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID850.52.038.007.5053.500.625.317.561.76O.K.0.009.9114.10PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ17.53PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)1.75PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)2.61DESNIVEL TOPOGRAFICO(77.50)TOTAL-22.60
FICHA DE CALCULOS HIDRAULICOSCV10CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 71) V 10
SECT CAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID70HID716.06.069.40556.0056.001.821.822.591.59O.K.3233322926.514.00HID69HID700.06.069.40556.00112.001.823.645.181.59O.K.3237323324.334.00Pto JHID690.06.084.10553.00165.000.694.336.171.08O.K.3244323722.157.00CRP 4Pto J0.06.084.105165.00330.002.156.499.231.08O.K.3262324415.8518.00HID68CRP 40.06.067.807.510.00340.000.360.360.521.66O.K.3262.8326241.680.80HID67HID680.06.067.807.556.00396.002.032.403.411.66O.K.3267.23262.841.254.40HID66HID670.06.069.40556.00452.001.824.226.001.59O.K.3272.83267.238.885.60Tee 12HID660.06.069.40515.00467.000.494.716.701.59O.K.3274.43272.835.101.60HID47Tee 126.012.084.105100.00567.004.399.1012.952.16O.K.3284.33274.433.999.90HID46HID470.012.084.10556.00623.002.4611.5616.452.16O.K.32883284.328.483.70VRP7HID460.012.084.10546.00669.002.0213.5819.322.16O.K.3290328827.242.00HID45VRP70.012.0105.807.513.00682.000.1913.7719.591.36O.K.3291329054.521.00HID44HID450.012.0105.807.570.00752.001.0314.8021.071.36O.K.3290.2329153.71-0.80HID43HID440.012.0105.807.546.00798.000.6815.4822.031.36O.K.3291.53290.255.551.30HID42HID430.012.0105.807.557.00855.000.8416.3223.231.36O.K.32983291.554.936.50HID41HID420.012.0105.807.555.00910.000.8117.1424.381.36O.K.3306329849.278.00Cruz 3HID410.012.0105.807.591.001001.001.3418.4826.301.36O.K.3317330642.0811.00Cruz 2 Cruz 324.036.0159.805210.001211.003.2421.7230.901.79O.K.3335.9331732.4218.90CRP 1Cruz 2 6.042.0159.805188.001399.003.8425.5636.372.09O.K.3356.53335.916.7620.60Tee 6CRP 10.042.0152.00108.001407.000.210.210.302.31O.K.3357.23356.566.480.70Cruz 1Tee 60.042.0152.0010216.001623.005.625.838.292.31O.K.3370.23357.265.9913.00Tee 4Cruz 112.054.0203.207.561.001684.000.626.459.171.67O.K.33733370.258.612.80Tee 2Tee 40.054.0203.207.5232.001916.002.358.8012.521.67O.K.3391.5337356.4318.50Tee 1Tee 20.054.0203.207.578.001994.000.799.5913.641.67O.K.3400.53391.540.289.00C RTee 16.060.0208.40510.002004.000.119.7013.801.76O.K.34023400.532.071.50RC R0.060.0208.405305.002309.003.3213.0218.521.76O.K.3434.5340230.6832.5033.0046.96Desnivel a favor1.50205.54.676.64Presin final=4.17
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 71CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID710.52.038.007.5053.500.625.317.561.76O.K.
(0.64)(0.92)PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ6.49PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)0.65PERDIDAS DE PRESION EN CABEZAL DE FILTRADO0.00SEGURIDAD (5%)1.61DESNIVEL TOPOGRAFICO(33.00)TOTAL0.74
FICHA DE CALCULOS HIDRAULICOSCV18CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 77) V 18
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID76HID776.06.069.40556.0056.001.821.822.591.59O.K.3250.23241.934.828.30HID75HID760.06.069.40556.00112.001.823.645.181.59O.K.3257.23250.228.357.00VRP8HID750.06.069.40557.00169.001.855.507.821.59O.K.3264.53257.223.177.30Tee 15HID740.06.069.4055.00174.000.165.668.051.59O.K.3264.83264.535.440.30Tee 15VRP80.06.069.4055.00179.000.165.828.281.59O.K.3264.83264.535.300.30HID73Tee 150.06.069.40550.00229.001.637.4510.601.59O.K.3268.33264.835.173.50HID72HID730.06.069.40558.00287.001.899.3313.281.59O.K.3268.83268.333.290.50CODO N 4HID720.06.069.40516.00303.000.529.8514.021.59O.K.32693268.834.680.20Tee 12CODO N 40.06.069.405122.00409.003.9713.8219.671.59O.K.3274.2326935.005.20HID47Tee 126.012.084.105100.00509.004.3918.2125.922.16O.K.3284.33274.233.7710.10HID46HID470.012.084.10556.00565.002.4620.6729.422.16O.K.32883284.328.063.70VRP7HID466.018.0108.40546.00611.001.2321.9031.171.95O.K.3290328826.822.00HID45VRP70.018.0105.807.513.00624.000.3922.2931.722.05O.K.3291329052.101.00HID44HID450.018.0105.807.570.00694.002.1024.3934.712.05O.K.3290.3329151.49-0.70HID43HID440.018.0105.807.546.00740.001.3825.7736.682.05O.K.3291.53290.354.291.20HID42HID430.018.0105.807.557.00797.001.7127.4839.112.05O.K.32983291.554.476.50HID41HID420.018.0105.807.555.00852.001.6529.1441.462.05O.K.3306329849.688.00Cruz 3HID410.018.0105.807.591.00943.002.7331.8745.352.05O.K.3317330643.3311.00Cruz 2 Cruz 36.024.0159.805210.001153.001.5433.4147.541.20O.K.3335.9331735.0618.90CRP 1Cruz 2 12.036.0159.805188.001341.002.9036.3151.661.79O.K.3356.53335.917.7020.60Tee 6CRP 10.036.0152.00108.001349.000.160.160.221.98O.K.3357.23356.567.110.70Cruz 1Tee 66.042.0152.0010216.001565.005.625.788.222.31O.K.3370.23357.266.5713.00Tee 4Cruz 16.048.0203.207.561.001626.000.506.278.931.48O.K.33733370.259.192.80Tee 2Tee 40.048.0203.207.5232.001858.001.908.1711.631.48O.K.3391.5337356.8918.50Tee 1Tee 26.054.0203.207.578.001936.000.798.9612.751.67O.K.3400.53391.540.289.00C RTee 16.060.0208.40510.001946.000.119.0712.911.76O.K.34023400.532.071.50RC R0.060.0208.405305.002251.003.3212.3917.631.76O.K.3434.5340230.6832.50114.60163.08Desnivel a favor1.50192.934.4949.07Presin final=-17.12
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 85CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID850.52.038.007.5053.500.625.317.561.76O.K.0.0029.1741.51PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ36.31PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)3.63PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)3.65DESNIVEL TOPOGRAFICO(114.60)TOTAL-38.02
FICHA DE CALCULOS HIDRAULICOSCV8CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 38) V 8
SECT CAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID37HID386.06.069.40556.0056.001.821.822.591.59O.K.3309.33305.533.993.80HID36HID370.06.069.40556.00112.001.823.645.181.59O.K.3313.23309.332.013.90HID35HID360.06.069.40556.00168.001.825.467.771.59O.K.33193313.229.935.80CODO3HID350.06.069.40540.00208.001.306.769.631.59O.K.3323331925.954.00TEE13CODO30.06.069.405155.00363.005.0411.8116.801.59O.K.3335332323.2512.00Cruz 2 TEE130.06.069.40571.00434.002.3114.1120.081.59O.K.3335.9333516.290.90CRP 1Cruz 2 30.036.0159.805188.00622.002.9017.0124.211.79O.K.3356.53335.917.7020.60Tee 6CRP 10.036.0152.00108.00630.000.160.160.221.98O.K.3357.23356.569.240.70Cruz 1Tee 60.036.0152.0010216.00846.004.244.406.261.98O.K.3370.23357.268.7013.00Tee 4Cruz 112.048.0203.207.561.00907.000.504.896.961.48O.K.33733370.259.942.80Tee 2Tee 40.048.0203.207.5232.001139.001.906.799.661.48O.K.3391.5337357.6418.50Tee 1Tee 20.048.0203.207.578.001217.000.647.4310.571.48O.K.3400.53391.541.049.00C RTee 16.054.0208.40510.001227.000.097.5210.701.58O.K.34023400.532.671.50RC R0.054.0208.405305.001532.002.7410.2614.591.58O.K.3434.5340231.2632.5051.0072.57Desnivel a favor1.50129.015.1921.62Presin final=-2.73
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 85CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID850.52.038.007.5053.500.625.317.561.76O.K.
9.8814.06PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ17.01PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)1.70PERDIDAS DE PRESION EN CABEZAL DE FILTRADO0.00SEGURIDAD (5%)2.19DESNIVEL TOPOGRAFICO(51.00)TOTAL-5.10
FICHA DE CALCULOS HIDRAULICOSCV 8CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 34) V 8
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaPTO IHID346.06.069.40528.0028.000.910.911.301.59O.K.33203315.830.944.20HID33PTO I0.06.069.40528.0056.000.911.822.591.59O.K.3325332027.655.00HID32HID330.06.069.40556.00112.001.823.645.181.59O.K.3331.5332523.566.50TEE 13HID320.06.069.40528.00140.000.914.556.481.59O.K.33353331.518.883.50Cruz 2 TEE 130.06.069.40571.00211.002.316.869.761.59O.K.3335.9333516.290.90CRP 1Cruz 2 30.036.0159.805188.00399.002.909.7613.891.79O.K.3356.53335.917.7020.60Tee 6CRP 10.036.0159.80108.00407.000.120.120.181.79O.K.3357.23356.568.520.70Cruz 1Tee 60.036.0152.0010216.00623.004.244.366.211.98O.K.3370.23357.267.9513.00Tee 4Cruz 112.048.0203.207.561.00684.000.504.866.921.48O.K.33733370.259.192.80Tee 2Tee 40.048.0203.207.5232.00916.001.906.769.621.48O.K.3391.5337356.8918.50Tee 1Tee 26.054.0203.207.578.00994.000.797.5510.741.67O.K.3400.53391.540.289.00C RTee 16.060.0208.40510.001004.000.117.6610.901.76O.K.34023400.532.071.50RC R0.060.0208.405305.001309.003.3210.9815.621.76O.K.3434.5340230.6832.5040.7057.92Desnivel a favor1.50118.78.8512.59Presin final=-13.24
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 34CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID340.52.038.007.5053.500.625.317.561.76O.K.
3.545.03PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ9.76PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)0.98PERDIDAS DE PRESION EN CABEZAL DE FILTRADO0.00SEGURIDAD (5%)1.79DESNIVEL TOPOGRAFICO(40.70)TOTAL-3.18
FICHA DE CALCULOS HIDRAULICOSCV5CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 40) V 5
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID39HID406.06.066.0010103.00103.004.254.256.051.75O.K.3322331268.0710.00PtoHHID390.06.066.001095.00198.003.928.1711.631.75O.K.3340332262.3218.00HID13PtoH0.06.067.807.527.00225.000.989.1613.031.66O.K.3344.9334048.244.90HID12HID130.06.067.807.556.00281.002.0311.1915.921.66O.K.3351.83344.944.326.90HID11HID120.06.069.40556.00337.001.8213.0118.511.59O.K.3359.83351.839.468.00HID10HID110.06.069.40599.00436.003.2216.2323.101.59O.K.33713359.833.2811.20HID9HID100.06.069.40556.00492.001.8218.0525.691.59O.K.3374.3337125.303.30CODO 1HID90.06.069.40528.00520.000.9118.9626.981.59O.K.3375.23374.323.820.90TEE5CODO 10.06.069.40571.00591.002.3121.2730.271.59O.K.33733375.223.83-2.20VRP 2TEE56.012.084.10590.00681.003.9525.2235.892.16O.K.3370.1337328.34-2.90Cruz 1VRP 020.012.082.107.516.00697.000.7926.0137.012.27O.K.3370.23370.158.650.10Tee 4Cruz 136.048.0203.207.561.00758.000.5026.5137.721.48O.K.33733370.259.342.80Tee 2Tee 40.048.0203.207.5232.00990.001.9028.4140.421.48O.K.3391.5337357.0418.50Tee 1Tee 20.048.0203.207.578.001068.000.6429.0441.331.48O.K.3400.53391.540.449.00C RTee 112.060.0208.40510.001078.000.1129.1541.491.76O.K.34023400.532.071.50RC R0.060.0208.405305.001383.003.3232.4746.211.76O.K.3434.5340230.6832.50122.50174.32Desnivel a favor1.50122.528.2240.16Presin final=-37.39
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 85CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID850.52.038.007.5053.500.625.317.561.76O.K.0.0022.9132.60PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ32.47PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)3.25PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)3.44DESNIVEL TOPOGRAFICO(122.50)TOTAL-50.34
FICHA DE CALCULOS HIDRAULICOSCV6CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 19) V 6
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID18HID196.06.067.807.548.0048.001.741.742.481.66O.K.33483334.550.6913.50HID17HID180.06.069.40556.00104.001.823.575.071.59O.K.3360334838.9412.00HID16HID170.06.069.40592.00196.002.996.569.331.59O.K.3364.2336028.764.20HID15HID160.06.069.40565.00261.002.118.6712.341.59O.K.3370.43364.227.556.20HID14HID156.012.084.10556.00317.002.4611.1315.842.16O.K.33723370.423.461.60TEE5HID140.012.084.10528.00345.001.2312.3617.592.16O.K.3373337224.321.00VRP 2TEE50.012.084.10590.00435.003.9516.3123.212.16O.K.3370.1337324.55-2.90Cruz 1VRP 20.012.082.107.516.00451.000.7917.1024.332.27O.K.3370.23370.159.250.10Tee 4Cruz 136.048.0203.207.561.00512.000.5017.6025.041.48O.K.33733370.259.942.80Tee 2Tee 40.048.0203.207.5232.00744.001.9019.5027.741.48O.K.3391.5337357.6418.50Tee 1Tee 20.048.0203.207.578.00822.000.6420.1328.651.48O.K.3400.53391.541.049.00C RTee 16.054.0208.40510.00832.000.0920.2228.781.58O.K.34023400.532.671.50RC R0.054.0208.405305.001137.002.7422.9632.671.58O.K.3434.5340231.2632.50100.00142.30Desnivel a favor1.50100.021.2230.19Presin final=-19.43
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 85CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID850.52.038.007.5053.500.625.317.561.76O.K.0.0015.9122.63PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ22.96PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)2.30PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)2.91DESNIVEL TOPOGRAFICO(100.00)TOTAL-38.83
FICHA DE CALCULOS HIDRAULICOSCV2CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 8) V 2
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID7HID86.06.067.807.556.0056.002.032.032.901.66O.K.3381.23374.542.676.70HID6HID70.06.069.40556.00112.001.823.865.491.59O.K.3386.33381.238.005.10HID5HID60.06.069.40559.00171.001.925.778.221.59O.K.3389.83386.334.723.50TEE 3HID50.06.069.405176.00347.005.7211.5016.361.59O.K.34013389.833.1411.20Tee 1TEE 36.012.084.10589.00436.003.9115.4121.922.16O.K.3400.5340127.66-0.50C RTee 148.060.0208.40510.00446.000.1115.5222.081.76O.K.34023400.532.071.50RC R0.060.0208.405305.00751.003.3218.8326.801.76O.K.3434.5340230.6832.5060.0085.38Desnivel a favor1.5060.016.8023.91Presin final=-11.98
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 8CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID80.52.038.007.5053.500.625.317.561.76O.K.0.0011.4916.35PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ18.83PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)1.88PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)2.69DESNIVEL TOPOGRAFICO(60.00)TOTAL-3.60
FICHA DE CALCULOS HIDRAULICOSCV1CALCULOS HIDRAULICOS EN TUBERIA MATRIZ - SETOR I - II - III (HID 4) V 1
SECT IVCAUDALCAUDALDIAMETROTuberiaLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.COTACOTAPRESIONVARIA. PRES.ACUM.INTERNOClaseLONGITUDACUM.HFACUM.ACUM.CRITICAINICIALFINALDINAMICAESTATICA(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)msnmmsnmmcamcaHID3HID46.06.067.807.556.0056.002.032.032.901.66O.K.3384.83378.543.806.30Pto GHID30.06.069.40543.0099.001.403.434.891.59O.K.33903384.839.545.20HID2Pto G0.06.069.40515.00114.000.493.925.581.59O.K.3391.8339035.741.80HID1HID20.06.069.40557.00171.001.855.778.221.59O.K.3399.53391.834.427.70TEE 3HID10.06.069.40518.00189.000.596.369.051.59O.K.34013399.528.581.50Tee 1TEE 36.012.084.10589.00278.003.9110.2714.612.16O.K.3400.5340127.66-0.50C RTee 148.060.0208.40510.00288.000.1110.3814.771.76O.K.34023400.532.071.50RC R0.060.0208.405305.00593.003.3213.7019.491.76O.K.3434.5340230.6832.5056.0079.69Desnivel a favor1.5056.011.6616.59Presin final=-13.12
CALCULOS HDRAULICOS EN PORTARREGANTE
HID 4CAUDALCAUDALDIAMETROLONGITUD PERDIDAPERDIDAPERDIDAVELOCIDADOBSERV.ACUM.INTERNOLONGITUDACUM.HFACUM.ACUM.CRITICA#(l/s)(l/s)(mm)(Metros)(Metros)(m.c.a)(m.c.a)(psi)(mps)5-40.50.522.901.001.000.080.080.121.21O.K.4-30.00.528.8015.0016.000.410.490.700.77O.K.3-20.51.028.8015.0031.001.381.882.671.54O.K.2-10.51.528.8015.0046.002.814.696.672.30O.K.1-HID40.52.038.007.5053.500.625.317.561.76O.K.
6.359.04PRESION FINAL Presion de trabajo del aspersor24.0mQ del aspersor0.5l/s
CALCULO DEL ADTPARAMETROSVALOR(m.c.a.)PRESION DE TRABAJO24.00PERDIDAS DE PRESION EN VALVULA1.00PERDIDAS DE PRESION EN MATRIZ13.70PERDIDAS DE PRESION EN ACCESORIOS (5% Perdida)1.37PERDIDAS DE PRESION EN CABEZAL DE FILTRADO8.00SEGURIDAD (5%)2.40DESNIVEL TOPOGRAFICO(56.00)TOTAL-5.53
