Calculo de Tuberias Corregido (2 Ms)(Met Hunter)
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VEL. DE DISEÑO= 2 DIAMETRO PUNTOS UM Q (LT/S) MM PULG (com) CORREGIDO MM T A 80 2.45 39.49 2 50.80 A 1 20 0.93 24.33 1 1/2 38.10 1 2 10 0.58 19.22 1 1/2 38.10 2 3 9 0.54 18.54 1 1/4 31.75 3 4 4 0.31 14.05 1 25.40 1 5 10 0.58 19.22 1 1/2 38.10 5 6 9 0.54 18.54 1 1/4 31.75 6 7 4 0.31 14.05 1 25.40 VEL. DE DISEÑO= 2 DIAMETRO PUNTOS UM Q (LT/S) MM PULG (com) CORREGIDO MM A B 60 2.1 36.56 2 50.80 B 1 20 0.93 24.33 1 1/2 38.10 1 2 10 0.58 19.22 1 1/2 38.10 2 3 9 0.54 18.54 1 1/4 31.75 3 4 4 0.31 14.05 1 25.40 1 5 10 0.58 19.22 1 1/2 38.10 5 6 9 0.54 18.54 1 1/4 31.75 6 7 4 0.31 14.05 1 25.40 VEL. DE DISEÑO= 2 DIAMETRO PUNTOS UM Q (LT/S) MM PULG (com) CORREGIDO MM B C 40 1.58 31.72 1 25.40 C 1 20 0.93 24.33 1 25.40 1 2 10 0.58 19.22 1 25.40 2 3 9 0.54 18.54 1 25.40 3 4 4 0.31 14.05 3/4 19.05 1 5 10 0.58 19.22 1 25.40 5 6 9 0.54 18.54 1 25.40 6 7 4 0.31 14.05 3/4 19.05
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Hidráulica de tuberias
Transcript of Calculo de Tuberias Corregido (2 Ms)(Met Hunter)
METODO HUNTER4TO NIVELVEL. DE DISEO= 2DIAMETROAREA TRANSVERSAL (m2)LONG. TUB (m)LONG. EQUIVALENTE (m)LONG. TOTALV (M/S)Ree/Df hfH (piesometrica)Cota TopograficaCarga disponible (H)H (m)PUNTOSUMQ (LT/S)MMPULG (com)CORREGIDO MMCODOVALVULATEantes despuesTA802.4539.49250.800.002035--1.16.11.2161406.09429168950.00002952760.0200.181413.8294.8214A1200.9324.331 1/238.100.001145--0.95.90.8231079.00282518160.00003937010.0230.1213.8213.7094.7012100.5819.221 1/238.100.001149.54.40.30.915.10.5119382.60391247890.00003937010.0260.1413.7013.5694.562390.5418.541 1/431.750.000793.50.9-0.75.10.6821655.0471298040.00004724410.0250.1013.5613.4694.4693440.3114.05125.400.0005131.4--4.40.6115539.50141259080.00005905510.0280.0913.4613.3794.37n=0.00000115100.5819.221 1/238.100.0011412.53.30.30.9170.5119382.60391247890.00003937010.0260.1513.3713.2294.22e=0.001565690.5418.541 1/431.750.000793.50.9-0.75.10.6821655.0471298040.00004724410.0250.1013.2213.1294.12g=9.816740.3114.05125.400.0005131.4--4.40.6115539.50141259080.00005905510.0280.0913.1213.0394.033
0|3ER NIVELVEL. DE DISEO= 2DIAMETROAREA TRANSVERSAL (m2)LONG. TUB (m)LONG. EQUIVALENTE (m)LONG. TOTALV (M/S)Ree/Df hfH (piesometrica)Cota TopograficaCarga disponible (H)PUNTOSUMQ (LT/S)MMPULG (com)CORREGIDO MMCODOVALVULATEantes despuesAB602.136.56250.800.002033--1.14.11.0452633.79510716240.00002952760.0210.0913.8213.7367.73B1200.9324.331 1/238.100.001145--0.95.90.8231079.00282518160.00003937010.0230.1213.7313.6167.6112100.5819.221 1/238.100.001149.54.40.30.915.10.5119382.60391247890.00003937010.0260.1413.6113.4767.472390.5418.541 1/431.750.000793.50.9-0.75.10.6821655.0471298040.00004724410.0250.1013.4713.3767.373440.3114.05125.400.0005131.4--4.40.6115539.50141259080.00005905510.0280.0913.3713.2867.28n=0.00000115100.5819.221 1/238.100.0011412.53.30.30.9170.5119382.60391247890.00003937010.0260.1513.2813.1367.13e=0.00155690.5418.541 1/431.750.000793.50.9-0.75.10.6821655.0471298040.00004724410.0250.1013.1313.0367.03g=9.816740.3114.05125.400.0005131.4--4.40.6115539.50141259080.00005905510.0280.0913.0312.9466.94
2DO NIVELVEL. DE DISEO= 2DIAMETROAREA TRANSVERSAL (m2)LONG. TUB (m)LONG. EQUIVALENTE (m)LONG. TOTALV (M/S)Ree/Df hfH (piesometrica)Cota TopograficaCarga disponible (H)PUNTOSUMQ (LT/S)MMPULG (com)CORREGIDO MMCODOVALVULATEantes despuesBC401.5831.72125.400.000513--0.53.53.1279201.32978030150.00005905510.0191.3113.7312.4239.42C1200.9324.33125.400.000515--0.55.51.8446618.50423777240.00005905510.0230.8712.4211.5538.5512100.5819.22125.400.000519.52.80.20.5131.1429073.90586871830.00005905510.0260.8911.5510.6637.662390.5418.54125.400.000513.50.7-0.54.71.0727068.8089122550.00005905510.0250.2710.6610.3837.383440.3114.053/419.050.0002931.2--4.21.0920719.33521678770.00007874020.0280.3710.3810.0137.01n=0.00000115100.5819.22125.400.0005112.52.10.20.515.31.1429073.90586871830.00005905510.0261.0510.018.9635.96e=0.00155690.5418.54125.400.000513.50.7-0.54.71.0727068.8089122550.00005905510.0250.278.968.6935.69g=9.816740.3114.053/419.050.0002931.2--4.21.0920719.33521678770.00007874020.0280.378.698.3235.32
1ER NIVELVEL. DE DISEO= 2DIAMETROAREA TRANSVERSAL (m2)LONG. TUB (m)LONG. EQUIVALENTE (m)LONG. TOTALV (M/S)Ree/Df hfH (piesometrica)Cota TopograficaCarga disponible (H)PUNTOSUMQ (LT/S)MMPULG (com)CORREGIDO MMCODOVALVULATEantes despuesCD200.9324.33125.400.0005130.7--3.71.8446618.50423777240.00005905510.0210.5412.4211.88011.88D1200.9324.33125.400.000515--0.55.51.8446618.50423777240.00005905510.0230.8711.8811.01011.0112100.5819.223/419.050.000299.52.40.10.412.42.0338765.20782495770.00007874020.0263.5911.017.4207.422390.5418.543/419.050.000293.50.6-0.44.51.8936091.74521633990.00007874020.0251.107.426.3206.323440.3114.053/419.050.0002931.2--4.21.0920719.33521678770.00007874020.0280.376.325.9505.95n=0.00000115100.5819.22125.400.0005112.52.10.20.515.31.1429073.90586871830.00005905510.0261.055.954.9004.90e=0.00155690.5418.54125.400.000513.50.7-0.54.71.0727068.8089122550.00005905510.0250.274.904.6204.62g=9.816740.3114.053/419.050.0002931.2--4.21.0920719.33521678770.00007874020.0280.374.624.2604.26
friccion T-AMetodo de Newton-Raphsonpara el calculo de hf coolebrok cambiarHerramietasincmcmin
e[mm]0.0015A(m2)Lectura de datos0.00203D[m]e[m]Q[m3/s]v[m/s]r[kg/m3]m[Pa.s]n[m2/s]ReL0.05080.00000150.018001.210.00000161406.096.1Rugosidad relativa0.0000295275591Clculo iterativofx1F(xi)F'(xi)x i+1f0.00131.622776605.77172936-0.027298656.458675460.02397249hf=0.186.458675467.13092126-0.130538077.053300100.020100897.053300107.05657470-0.119829547.056224290.020084237.056224297.05622436-0.119781227.056224360.020084237.056224367.056224360.020084237.056224360.020
friccion A-BMetodo de Newton-Raphsonpara el calculo de hf coolebrok cambiarHerramietasincmcmin
e[mm]0.0015A(m2)Lectura de datos0.00203D[m]e[m]Q[m3/s]v[m/s]r[kg/m3]m[Pa.s]n[m2/s]ReL0.05080.00000150.018001.040.00000152633.804.1Rugosidad relativa0.0000295275591Clculo iterativofx1F(xi)F'(xi)x i+1f0.00131.622776605.63859751-0.027322606.329671030.02495961hf=0.096.329671037.01775384-0.133690416.936611690.020782866.936611696.94018113-0.122268316.939792250.020763816.939792256.93979233-0.122213596.939792320.020763816.939792326.939792320.020763816.939792320.021
friccion B-CMetodo de Newton-Raphsonpara el calculo de hf coolebrok cambiarHerramietasincmcmin
e[mm]0.0015A(m2)Lectura de datos0.00051D[m]e[m]Q[m3/s]v[m/s]r[kg/m3]m[Pa.s]n[m2/s]ReL0.02540.00000150.018003.120.00000179201.333.5Rugosidad relativa0.0000590551181Clculo iterativofx1F(xi)F'(xi)x i+1f0.00131.622776605.98439311-0.027036606.659320150.02254967hf=1.316.659320157.28793323-0.121261297.219950470.019183667.219950477.22247976-0.112459327.222224080.019171597.222224087.22222411-0.112426227.222224110.019171597.222224117.222224110.019171597.222224110.019
friccion C-DMetodo de Newton-Raphsonpara el calculo de hf coolebrok cambiarHerramietasincmcmin
e[mm]0.0015A(m2)Lectura de datos0.00051D[m]e[m]Q[m3/s]v[m/s]r[kg/m3]m[Pa.s]n[m2/s]ReL0.02540.00000150.018001.840.00000146618.503.7Rugosidad relativa0.0000590551181Clculo iterativofx1F(xi)F'(xi)x i+1f0.00131.622776605.52966471-0.027212106.220903020.02584004hf=0.546.220903026.90962774-0.133273436.828633430.021445316.828633436.83219024-0.121905926.831803750.021425416.831803756.83180384-0.121851716.831803830.021425416.831803836.831803830.021425416.831803830.021
friccion A-1Metodo de Newton-Raphsonpara el calculo de hf coolebrok cambiarHerramietasincmcmin
e[mm]0.0015A(m2)Lectura de datos0.00114D[m]e[m]Q[m3/s]v[m/s]r[kg/m3]m[Pa.s]n[m2/s]ReL0.03810.00000150.018000.820.00000131079.005.9Rugosidad relativa0.0000393700787Clculo iterativofx1F(xi)F'(xi)x i+1f0.00131.622776605.18197536-0.027353235.885960440.02886459hf=0.125.885960446.62672382-0.144338726.533289210.023428056.533289216.53798100-0.130320116.537440060.023398316.537440066.53744023-0.130239006.537440210.023398316.537440216.537440210.023398316.537440210.023
friccion 1-2Metodo de Newton-Raphsonpara el calculo de hf coolebrok cambiarHerramietasincmcmin
e[mm]0.0015A(m2)Lectura de datos0.00114D[m]e[m]Q[m3/s]v[m/s]r[kg/m3]m[Pa.s]n[m2/s]ReL0.03810.00000150.018000.510.00000119382.6015.1Rugosidad relativa0.0000393700787Clculo iterativofx1F(xi)F'(xi)x i+1f0.00131.622776604.77322280-0.027396015.489179090.03318831hf=0.145.489179096.28355636-0.155902866.176414410.026213636.176414416.18252484-0.138783666.181780160.026168146.181780166.18178048-0.138664776.181780440.026168146.181780446.181780440.026168146.181780440.026
friccion 2-3Metodo de Newton-Raphsonpara el calculo de hf coolebrok cambiarHerramietasincmcmin
e[mm]0.0015A(m2)Lectura de datos0.00079D[m]e[m]Q[m3/s]v[m/s]r[kg/m3]m[Pa.s]n[m2/s]ReL0.03180.00000150.018000.680.00000121655.055.1Rugosidad relativa0.0000472440945Clculo iterativofx1F(xi)F'(xi)x i+1f0.00131.622776604.86875024-0.027371845.581546660.03209895hf=0.105.581546666.36128552-0.152606026.258047430.025534206.258047436.26373617-0.136394546.263053380.025493406.263053386.26305365-0.136287406.263053620.025493406.263053626.263053620.025493406.263053620.025
friccion 3-4Metodo de Newton-Raphsonpara el calculo de hf coolebrok cambiarHerramietasincmcmin
e[mm]0.0015A(m2)Lectura de datos0.00051D[m]e[m]Q[m3/s]v[m/s]r[kg/m3]m[Pa.s]n[m2/s]ReL0.02540.00000150.018000.610.00000115539.504.4Rugosidad relativa0.0000590551181Clculo iterativofx1F(xi)F'(xi)x i+1f0.00131.622776604.58081680-0.027381635.301535380.03557924hf=0.095.301535386.11868298-0.160839406.005463590.027727266.005463596.01225815-0.142291856.011411770.027672416.011411776.01141218-0.142153336.011412130.027672416.011412136.011412130.027672416.011412130.028
friccion 1-5Metodo de Newton-Raphsonpara el calculo de hf coolebrok cambiarHerramietasincmcmin
e[mm]0.0015A(m2)Lectura de datos0.00114D[m]e[m]Q[m3/s]v[m/s]r[kg/m3]m[Pa.s]n[m2/s]ReL0.03810.00000150.018000.510.00000119382.6017Rugosidad relativa0.0000393700787Clculo iterativofx1F(xi)F'(xi)x i+1f0.00131.622776604.77322280-0.027396015.489179090.03318831hf=0.155.489179096.28355636-0.155902866.176414410.026213636.176414416.18252484-0.138783666.181780160.026168146.181780166.18178048-0.138664776.181780440.026168146.181780446.181780440.026168146.181780440.026
friccion 5-6Metodo de Newton-Raphsonpara el calculo de hf coolebrok cambiarHerramietasincmcmin
e[mm]0.0015A(m2)Lectura de datos0.00079D[m]e[m]Q[m3/s]v[m/s]r[kg/m3]m[Pa.s]n[m2/s]ReL0.03180.00000150.018000.680.00000121655.055.1Rugosidad relativa0.0000472440945Clculo iterativofx1F(xi)F'(xi)x i+1f0.00131.622776604.86875024-0.027371845.581546660.03209895hf=0.105.581546666.36128552-0.152606026.258047430.025534206.258047436.26373617-0.136394546.263053380.025493406.263053386.26305365-0.136287406.263053620.025493406.263053626.263053620.025493406.263053620.025
friccion 6-7Metodo de Newton-Raphsonpara el calculo de hf coolebrok cambiarHerramietasincmcmin
e[mm]0.0015A(m2)Lectura de datos0.00051D[m]e[m]Q[m3/s]v[m/s]r[kg/m3]m[Pa.s]n[m2/s]ReL0.02540.00000150.018000.610.00000115539.504.4Rugosidad relativa0.0000590551181Clculo iterativofx1F(xi)F'(xi)x i+1f0.00131.622776604.58081680-0.027381635.301535380.03557924hf=0.095.301535386.11868298-0.160839406.005463590.027727266.005463596.01225815-0.142291856.011411770.027672416.011411776.01141218-0.142153336.011412130.027672416.011412136.011412130.027672416.011412130.028
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