seccion circula

FLUJO GRADUALMENTE VARIADO - CALCULO TIRANTE NORMAL Y TIRANTE CRITICO

CAUDAL150pies/segDIAMETRO3piesPENDIENTE(So)0.025Coef. Manning0.012

hAreaPerim.RR2/3AR2/3(radianes)(pies)(pies)(pies)(pies)(pies)(pies)8.9631.8439.58213.4450.7130.7987.658.8041.9589.25113.2060.7000.7897.308.6452.0708.93512.9680.6890.7806.978.4872.1788.64012.7300.6790.7726.67INTERPOLAR CON LA SIGUIENTE FORMULA:8.3282.2828.36812.4920.6700.7666.418.1692.3818.12112.2540.6630.7606.178.0102.4757.90012.0150.6580.7565.977.8512.5627.70811.7770.6540.7545.817.6932.6437.54411.5390.6540.7535.687.5342.7167.40811.3010.6560.7555.597.3752.7827.29911.0630.6600.7585.537.2162.8407.21410.8240.6660.7635.507.0582.8897.15310.5860.6760.7705.51FORMULA6.8992.9307.11110.3480.6870.7795.547.6455336316.7402.9617.08610.1100.7010.7895.596.5812.9837.0749.8720.7170.8015.666.4222.9967.0699.6340.7340.8145.756.2643.0007.0699.3950.7520.8275.856.1052.9947.0689.1570.7720.8415.955.9462.9797.0618.9190.7920.8566.04CALCULANDO EL TIRANTE CRITICO

1473.6527015047c=5.946radianes

hc=2.979pies

seccion trapezoidalFLUJO GRADUALMENTE VARIADO - CALCULO TIRANTE NORMAL Y TIRANTE CRITICO

CAUDAL400pies/segBASE20piesTALUD(z)2PENDIENTE(So)0.0016Coef. Manning0.025

hAreaPerim.RR2/3AR2/3(pies)(pies)(pies)(pies)(pies)(pies)3.0078.00033.4162.3341.760137.253.0579.60533.6402.3661.776141.363.1081.22033.8642.3981.792145.533.1582.84534.0872.4301.808149.76INTERPOLAR CON LA SIGUIENTE FORMULA:3.2084.48034.3112.4621.823154.043.2586.12534.5342.4941.839158.383.3087.78034.7582.5251.854162.793.3589.44534.9822.5571.870167.253.4091.12035.2052.5881.885171.773.4592.80535.4292.6191.900176.353.5094.50035.6522.6511.915180.993.5596.20535.8762.6821.930185.693.6097.92036.1002.7121.945190.45FORMULA3.6599.64536.3232.7431.960195.27167.89791806583.70101.38036.5472.7741.974200.153.75103.12536.7712.8051.989205.093.80104.88036.9942.8352.003210.093.85106.64537.2182.8652.017215.153.90108.42037.4412.8962.032220.273.95110.20537.6652.9262.046225.454.00112.00037.8892.9562.060230.694.05113.80538.1122.9862.074235.994.10115.62038.3363.0162.087241.354.15117.44538.5593.0462.101246.784.20119.28038.7833.0762.115252.264.25121.12539.0073.1052.128257.814.30122.98039.2303.1352.142263.424.35124.84539.4543.1642.155269.094.40126.72039.6773.1942.169274.824.45128.60539.9013.2232.182280.614.50130.50040.1253.2522.195286.474.55132.40540.3483.2822.208292.394.60134.32040.5723.3112.221298.374.65136.24540.7953.3402.234304.414.70138.18041.0193.3692.247310.524.75140.12541.2433.3982.260316.694.80142.08041.4663.4262.273322.92CALCULANDO EL TIRANTE CRITICO

seccion triangular

FLUJO GRADUALMENTE VARIADO - METODO GRAFICO (TRIANGULAR)

CAUDAL400pies/segTALUD(z)2PENDIENTE(So)0.0016Coef. Manning0.025

hAreaPerim.RR2/3AR2/3(pies)(pies)(pies)(pies)(pies)(pies)4.5040.5020.122.011.593987853864.55650807784.5541.4122.141.871.518058104862.85519582744.6042.3221.911.931.55080212565.6299459324.6543.2521.691.991.584112824968.50495911224.7044.1821.472.061.618004223471.4834265884.7545.1321.242.121.652490881274.56865101484.8046.0821.022.191.687587926977.76405167364.8547.0520.802.261.723311084481.07316996774.9048.0220.572.331.759676702484.49967524834.9549.0120.352.411.796701785488.04737099245.0050.0020.122.481.834404027291.72020135825.0551.0119.902.561.872801845895.52225814595.1052.0219.682.641.911914421399.45778819475.1553.0519.452.731.9517617353103.5312012472167.89791806585.2054.0819.232.811.9923646139107.74707831825.2555.1319.012.902.0337447729112.11018060615.3056.1818.782.992.0759248663116.62545898815.3557.2518.563.082.1189285378121.29806414795.4058.3218.343.182.1627804764126.13335738275.4559.4118.113.282.207506475131.13692214775.5060.5017.893.382.2531334942136.31457639625.5561.6117.663.492.2996897294141.67238578215.6062.7217.443.602.3472046843147.21667779715.6563.8517.223.712.3957092477152.9540569225.7064.9816.993.822.4452357784158.89142087945.7566.1316.773.942.4958181941165.03597808395.8067.2816.554.072.5474920689171.3952663965.8568.4516.324.192.6002947373177.97717329715.9069.6216.104.322.6542654067184.78995761355.9570.8015.884.462.7094452784191.84227293446.0072.0015.654.602.7658776789199.14319288076.0573.2015.434.742.8236082017206.70223840256.1074.4215.214.892.8826848602214.5294072986.1575.6416.214.672.793076146211.28224506686.2076.8817.214.472.7129058289208.56820012816.2578.1218.214.292.6407587492206.30927728356.3079.3819.214.132.5754941544204.442725979CALCULANDO EL TIRANTE CRITICO

seccion rectangularFLUJO GRADUALMENTE VARIADO - METODO GRAFICO (RECTANGULAR)

CAUDAL400pies/segBASE20piesPENDIENTE(So)0.0016Coef. Manning0.025

hAreaPerim.RR2/3AR2/3(pies)(pies)(pies)(pies)(pies)(pies)3.0060.0026.002.311.7462989851104.77793910693.0561.0026.102.341.761135961107.42929362053.1062.0026.202.371.7757981483110.09948519223.1563.0026.302.401.7902892366112.78822190353.2064.0026.402.421.8046127915115.49521865343.2565.0026.502.451.8187722604118.22019692733.3066.0026.602.481.8327709785120.96288457813.3567.0026.702.511.8466121734123.72301561663.4068.0026.802.541.8602989708126.50033001133.4569.0026.902.571.8738343985129.29457349793.5070.0027.002.591.8872213914132.10549739663.5571.0027.102.621.9004627949134.93285843723.6072.0027.202.651.9135613693137.77641859243.6573.0027.302.671.9265197934140.6359449173167.89791806583.7074.0027.402.701.9393406675143.51120939663.7575.0027.502.731.9520265173146.40198879673.8076.0027.602.751.9645797964149.30806452543.8577.0027.702.781.9770028896152.22922249583.9078.0027.802.811.9892981153155.16525299663.9579.0027.902.832.0014677287158.11595056684.0080.0028.002.862.0135139234161.08111387584.0581.0028.102.882.0254388347164.06054560754.1082.0028.202.912.0372445408167.05405234944.1583.0028.302.932.0489330661170.06144448514.2084.0028.402.962.060506382173.08253609134.2585.0028.502.982.0719664099176.11714483854.3086.0028.603.012.083315022179.1650918954.3587.0028.703.032.0945540441182.22620183474.4088.0028.803.062.1056852562185.30030254784.4589.0028.903.082.116710395188.38722515464.5090.0029.003.102.1276311547191.48680392264.5591.0029.103.132.1384491889194.59887618654.6092.0029.203.152.1491661116197.72328227024.6593.0029.303.172.1597834991200.85986541214.7094.0029.403.202.1703028903204.00847169264.7595.0029.503.222.1807257891207.16894996414.8096.0029.603.242.1910536644210.3411517832

CALCULANDO EL TIRANTE CRITICO

SECCION PARABOLICAFLUJO GRADUALMENTE VARIADO - METODO GRAFICO (PARABOLICA)

CAUDAL400pies/segPENDIENTE(So)0.0016Coef. Manning0.025

hAreaPerim.RR2/3AR2/3(pies)(pies)(pies)(pies)(pies)(pies)4.4036.5116.592.201.691538111661.75055632774.4537.3416.782.231.704328645863.63954998394.5038.1816.972.251.717071363865.56425147794.5539.0417.162.271.729766972767.52492778754.6039.9017.352.301.742416161669.52184490374.6540.7717.542.321.755019601971.55526784474.7041.6517.722.351.767577948473.62546067034.7542.5417.912.381.780091839775.73268649554.8043.4418.102.401.792561898677.87720750364.8544.3518.292.431.804988732980.059284964.9045.2718.482.451.817372935682.27917922424.9546.2018.672.481.82971508684.53714976235.0047.1418.862.501.842015749386.83345515985.0548.0919.042.521.854275477989.16835313255.1049.0419.232.551.866494811391.5421005388167.89791806585.1550.0119.422.571.878674276693.95495339075.2050.9919.612.601.890814389296.40716686495.2551.9719.802.621.902915652898.89899531355.3052.9719.992.651.9149785598101.43069227485.3553.9720.182.671.9270035922104.00251048335.4054.9820.362.701.938991221106.61470188015.4556.0120.552.721.9509419074109.26751762245.5057.0420.742.751.9628561026111.96120809385.5558.0820.932.771.9747342483114.69602291285.6059.1321.122.801.9865767768117.47221094315.6560.1921.312.821.9983841115120.29002030195.7061.2621.502.852.0101566671123.1496983695.7562.3421.682.872.0218948498126.05149179585.8063.4321.872.902.0335990575128.9956465135.8564.5322.062.922.0452696803131.98240774015.9065.6422.252.952.0569071002135.01201999255.9566.7622.442.972.068511692138.084727096.0067.8822.633.002.0800838231141.20077216486.0569.0222.823.022.0916238534144.36039766876.1070.1623.003.052.1031321364147.56384538126.1571.3223.193.072.1146090185150.81135641666.2072.4823.383.102.1260548396154.1031712311

CALCULANDO EL TIRANTE CRITICO