Problema de los Tres Estanques.xls
2
Problema de los Tres Estan imera Solución ( Desde tanque [1] Hacia tanque [2 y 3] ) Tramos D [m] V [m/s] f [log] L [m] Cota Piezo Est P Taramo [m] 1 - J 0.25 0.00015 0.005 0.102 0.0261 ### 80.00 0.17 1 - J 0.25 0.00015 0.006 0.122 0.0252 ### 80.00 0.23 1 - J 0.25 0.00015 0.008 0.163 0.0239 ### 80.00 0.39 1 - J 0.25 0.00015 0.01 0.204 0.0230 ### 80.00 0.58 1 - J 0.25 0.00015 0.015 0.306 0.0217 ### 80.00 1.24 1 - J 0.25 0.00015 0.017 0.346 0.0213 ### 80.00 1.56 J - 2 0.15 0.00015 0.005 0.283 0.0249 ### 70.00 3.39 J - 2 0.15 0.00015 0.006 0.340 0.0243 ### 70.00 4.75 J - 2 0.15 0.00015 0.008 0.453 0.0234 ### 70.00 8.14 J - 2 0.15 0.00015 0.01 0.566 0.0228 ### 70.00 12.40 J - 2 0.15 0.00015 0.015 0.849 0.0219 ### 70.00 26.86 J - 2 0.15 0.00015 0.017 0.962 0.0217 ### 70.00 34.15 J - 3 0.15 0.00015 0.005 0.283 0.0249 ### 60.00 2.71 J - 3 0.15 0.00015 0.006 0.340 0.0243 ### 60.00 3.80 J - 3 0.15 0.00015 0.008 0.453 0.0234 ### 60.00 6.51 J - 3 0.15 0.00015 0.01 0.566 0.0228 ### 60.00 9.92 J - 3 0.15 0.00015 0.015 0.849 0.0219 ### 60.00 21.49 J - 3 0.15 0.00015 0.017 0.962 0.0217 ### 60.00 27.32 e [m] Q [m 3 /s]
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Transcript of Problema de los Tres Estanques.xls
Prob. 3 Est. Primera SolucinProblema de los Tres EstanquesPrimera Solucin ( Desde tanque [1] Hacia tanque [2 y 3] )TramosD [m]e [m]n [m2/s]Q [m3/s]V [m/s]ReRe^(0,9)21,25/Re^(0,9)e/ Df [log]f [ln]L [m]V^2/2gJ UnitarioP Tramo [m]Cota Piezo EstP Taramo [m]Cota Piez "J"Q [m3/s]1 - J0.250.000150.000001050.0050.10224252.1258836.3890.002404830.000600.02610.02623000.0000.00050.0000.1780.000.1779.830.00579.830.0051 - J0.250.000150.000001050.0060.12229102.55010412.0910.002040900.000600.02520.02523000.0000.00080.0000.2380.000.2379.770.00679.770.0061 - J0.250.000150.000001050.0080.16338803.40013489.0950.001575350.000600.02390.02393000.0000.00140.0000.3980.000.3979.610.00879.610.0081 - J0.250.000150.000001050.010.20448504.25016489.2850.001288720.000600.02300.02313000.0000.00210.0000.5880.000.5879.420.01079.420.01104.150.0171 - J0.250.000150.000001050.0150.30672756.37523751.1120.000894690.000600.02170.02173000.0000.00480.0001.2480.001.2478.760.01578.760.01596.860.0151 - J0.250.000150.000001050.0170.34682457.22526583.1130.000799380.000600.02130.02133000.0000.00610.0011.5680.001.5678.440.01778.440.01782.400.0178.140.01978.140.00878.140.011J - 20.150.000150.000001050.0050.28340420.20813993.8980.001518520.001000.02490.02495000.0000.00410.0013.3970.003.3973.390.00577.780.02177.780.007690754277.780.0133092458J - 20.150.000150.000001050.0060.34048504.25016489.2850.001288720.001000.02430.02435000.0000.00590.0014.7570.004.7574.750.00677.460.02377.460.007565912877.460.0154340872J - 20.150.000150.000001050.0080.45364672.33421362.2350.000994750.001000.02340.02345000.0000.01040.0028.1470.008.1478.140.00877.130.02577.130.007405552877.130.0175944472J - 20.150.000150.000001050.010.56680840.41726113.5360.000813750.001000.02280.02285000.0000.01630.00212.4070.0012.4082.400.01076.810.02774.750.006J - 20.150.000150.000001050.0150.849121260.62537613.8530.000564950.001000.02190.02205000.0000.03670.00526.8670.0026.8696.860.01576.480.02973.390.005J - 20.150.000150.000001050.0170.962137428.70942098.8000.000504760.001000.02170.02175000.0000.04720.00734.1570.0034.15104.150.017J - 30.150.000150.000001050.0050.28340420.20813993.8980.001518520.001000.02490.02494000.0000.00410.0012.7160.002.7162.710.005J - 30.150.000150.000001050.0060.34048504.25016489.2850.001288720.001000.02430.02434000.0000.00590.0013.8060.003.8063.800.006J - 30.150.000150.000001050.0080.45364672.33421362.2350.000994750.001000.02340.02344000.0000.01040.0026.5160.006.5166.510.008J - 30.150.000150.000001050.010.56680840.41726113.5360.000813750.001000.02280.02284000.0000.01630.0029.9260.009.9269.920.010J - 30.150.000150.000001050.0150.849121260.62537613.8530.000564950.001000.02190.02204000.0000.03670.00521.4960.0021.4981.490.015J - 30.150.000150.000001050.0170.962137428.70942098.8000.000504760.001000.02170.02174000.0000.04720.00727.3260.0027.3287.320.017
Prob. 3 Est. Primera Solucin
1Tramo 1Tramo 2Tramo 3Resta 1 - 2Caudales Q [m^3/s]Cota piezomtrica JGrfico de Solucin ptima
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