INTEGRACION GRAFICA

ALUMNA ROJAS DELGADO ROCIO DEL PILAR

DATOS:TABULANDOQ =0.60m3/sHALLANDO YnYnF(Yn)n =0.025-F(y) =0.00921.425.40So =0.0051-1.445.97b =0.36m1.4255.54HALLANDO YZ =1.0-1.42305.48P =1.59mY =0.5413092C=1.50-TABULANDOL =7.00mHALLANDO YcYcF(Yc)Yo =0.380mF(Yc) =0.036700.520.070.6320.150.650.170.63220.15

YATRVSE1-Q^2T/gA^3SE-S0f( y )=7/8x=Ax12345678910110.351000.249911.063000.184602.4008450970.034273258-1.49923-0.029143351.4430.358000.257401.077000.187402.3309842190.031667475-1.31747-0.026537549.6465.055.050.366000.266081.093000.190582.2549439650.028977628-1.12915-0.023847647.3494.859.900.373000.273781.107000.193352.1915246440.026848410-0.97955-0.021718445.1024.6214.530.381000.282701.123000.196512.1223762120.024642534-0.82401-0.019512542.2304.3718.890.389000.291751.139000.199662.0565552700.022652470-0.68316-0.017522538.9874.0622.950.396000.299771.153000.202402.0015211560.021068877-0.57069-0.015938935.8053.7426.690.404000.309061.169000.205541.9413706080.019419983-0.45318-0.014290031.7131.6928.380.411000.317291.183000.208271.8910026100.018103775-0.35907-0.012973827.6761.4829.870.419000.326821.199000.211381.8358729580.016729180-0.26045-0.011599222.4541.2531.120.427000.336481.215000.214491.7831881030.015478763-0.17044-0.010348816.4690.9732.090.434000.345031.229000.217201.7389792190.014476255-0.09803-0.009346310.4890.2732.360.442000.354931.245000.220291.6904932300.013424860-0.02186-0.00829492.6350.1332.490.449000.363691.259000.222991.6497566610.0125797040.03957-0.0074497-5.312-0.0332.470.457000.373831.275000.226071.6050247980.0116910910.10436-0.0065611-15.905-0.1132.360.465000.384091.291000.229141.5621338750.0108771070.16390-0.0057471-28.518-0.2232.140.472000.393181.305000.231821.5260341420.0102203630.21208-0.0050904-41.663-0.3531.790.480000.403681.321000.234881.4863258030.0095273760.26307-0.0043974-59.825-0.5131.28

GRAFICO DE LA TABLAMECANICA DE SUELOS II

DIRECTO POR TRAMOS

ALUMNA ROJAS DELGADO ROCIO DEL PILARHALLANDO EL TIRANTE NORMAL:

A=by+zy^2 P=b+2y(1+z^2)^(1/2)DATOS DEL TRAMO II:Q =0.6DATOS HALLADOS:UTILIZANDO LA ECUACION DE MANNING Y LA FORMULA DE CONTINUIDAD:n =0.025Yni=0.224So =0.00513Ynf=1.01*Yn10.3180POR TABULACIONESb =0.361Yn =0.315yf(y)z =1Yc=0.2240.10000.007950.20000.02746CLASIFICACIONN tramos=9f(Y)=0.20940.25000.04177TIPO DE CURVA :ZONA :0.01045077670.30000.05940M30.35100.081020.38100.09555

HALLANDO EL TIRANTE CRITICO:S2=0.0043

A=by+zy^2 P=b+2y(1+z^2)^(1/2)

YAPRR 2/3VV2/2gEESEESo-EXLUTILIZANDO LA ECUACION DE REGIMEN CRITICO123456789101112131400.22390.13100.99440.1320.2594.5801.0691.29320.00000.19560.0000POR TABULACIONES10.23440.13961.02400.1360.2654.2990.9421.1765-0.11670.16470.1802-0.17590.66380.6638Ycf(Yc)20.24480.14831.05350.1410.2714.0450.8341.0787-0.09780.13960.1522-0.14790.66141.32520.10000.0001530.25530.15731.08310.1450.2763.8130.7410.9965-0.08220.11900.1293-0.12500.65771.9828f(Yc)=0.03670.20000.0015240.26570.16661.11260.1500.2823.6020.6610.9272-0.06930.10200.1105-0.10620.65262.63540.30000.0064550.27620.17601.14220.1540.2873.4090.5920.8686-0.05860.08790.0950-0.09070.64593.28130.45000.0297560.28660.18561.17180.1580.2933.2320.5320.8190-0.04960.07620.0820-0.07770.63753.91880.47200.0358470.29710.19551.20130.1630.2983.0690.4800.7771-0.04200.06620.0712-0.06690.62734.54610.28800.0055580.30750.20561.23090.1670.3032.9180.4340.7416-0.03550.05790.0620-0.05770.61495.161090.31800.21591.26040.1710.3082.7790.3940.7116-0.03000.05070.0543-0.05000.60035.7613100.32850.22651.29000.1760.3142.6500.3580.6863-0.02530.04460.0477-0.04340.58316.3444

Q*n/S^(1/2) = A^(5/3)/P^(2/3)Q^2*g= A^3/PMECANICA DE SUELOS IIAREAPERIMETROAREAPERIMETRO

INTEGRACION DIRECTA

ALUMNA : ROJAS DELGADO ROCIO DEL PILARDATOS:Q =0.34N=3.8n =0.015M=3.7So =0.0049J=0.4b =0.494Z =0.75P =1.427A=0.427t=1.235Yn=0.494Yc=0.357Sc =0.00549G=9.81Yu=Y/Ynv=u^(N/J)F(u,N)F(V,J)XLPerfilTipo de CurvaFroudeTipo de Flujo

12345678910110.3810.770.110.58100.549067.72000000000.00M20.07Subcritico0.4000.810.170.61300.581067.60000000000.12M20.13Subcritico0.4200.850.250.64700.619067.12000000000.60M20.23Subcritico0.4500.910.450.70500.680059.62000000008.10M20.53Subcritico0.4800.970.780.76400.741049.420000000018.30M21.18Supercritico0.5101.031.310.82900.811032.590000000035.30M12.47Supercritico0.5401.092.130.9070.8901.03066.690M14.98Supercritico0.5721.163.480.9980.994-41.280109.000M110.08Supercritico

TRAMOS FIJOS

DATOS:Q =0.6n =0.025So =0.00513b =0.361Z =1Yn=0.31515567Yc=0.22394301Sc =0G=9.8

TXXSoXYAPRR^2/3VV^2/(2g)ESoX+ESESESEXE+SEXPerfilTipo de CurvaFroudeTipo de Flujo12345678910111213141516121314153.360.00200.00-1.02601.50003.06234.60360.60640.71640.19590.00201.501960.475960.0000374300.00000000.00000011.00000M10.04Subcritico3.20-200.00200.00-1.02601.42102.74824.38020.57810.69400.21830.00241.423430.397430.0000484880.0000430-0.0085921.49336M10.05Subcritico3.06-400.00200.00-1.02601.34702.46944.17090.55160.67260.24300.00301.350010.324010.0000626130.0000556-0.0111101.41232M10.06Subcritico2.93-600.00200.00-1.02601.28202.23683.98700.52830.65350.26820.00371.285670.259670.0000792950.0000710-0.0141911.33582M10.07Subcritico2.81-800.00200.00-1.02601.22402.03903.82300.50750.63620.29430.00441.228410.202410.0000989010.0000891-0.0178201.26785M10.08Subcritico2.72-1000.00200.00-1.02601.17701.88543.69010.49060.62200.31820.00521.182160.156160.0001192050.0001091-0.0218111.20660M10.09Subcritico2.64-1200.00200.00-1.02601.13901.76573.58260.47690.61040.33980.00591.144890.118890.0001393870.0001293-0.0258591.15630M10.10Subcritico2.58-1400.00200.00-1.02601.11101.67993.50340.46680.60180.35720.00651.117500.091500.0001569320.0001482-0.0296321.11525M10.11Subcritico2.54-1600.00200.00-1.02601.09001.61703.44400.45920.59520.37110.00701.097020.071020.0001718600.0001644-0.0328791.08462M10.12Subcritico2.51-1800.00200.00-1.02601.07601.57573.40440.45420.59090.38080.00741.083390.057390.0001827690.0001773-0.0354631.06155M10.12Subcritico2.49-2000.00200.00-1.02601.06601.54663.37610.45060.58770.38800.00771.073670.047670.0001910740.0001869-0.0373841.04601M10.13Subcritico

ALUMNA; ROJAS DELGADO ROCIO DEL PILARMECANICA DE SUELOS IIGRAFICO DE LA TABLA

INT.DIRECTAMETODO DE INTEGRACIONALUMNA:ROJAS DELGADO ROCIO DEL PILARQ =0.6n =0.025So =0.00513b =0.361Z =1P =1.593C=1.5L =7Yn=0.31515567Yc=0.22394301Sc =0G=9.8

YATRVSE1-Q^2T/gA^3SE-S0f( y )=7/8x=AxPerfilTipo de CurvaFroudeTipo de Flujo

1234567891011121314152.306.124.960.89130.09800.00000700240.999210.00512195.04M10.02Subcritico2.205.634.760.85580.10650.00000872340.999020.00512195.07228.52228.52M10.02Subcritico2.105.174.560.82020.11610.00001097150.998790.00512195.11235.76464.28M10.02Subcritico2.004.724.360.78470.12710.00001394280.998480.00512195.17245.67709.95M10.02Subcritico1.904.304.160.74910.13970.00001792180.998070.00511195.24259.38969.33M10.03Subcritico1.803.893.960.71340.15420.00002332660.997530.00511195.34280.761250.09M10.03Subcritico1.703.503.760.67780.17120.00003078490.996790.00510195.48314.521564.61M10.04Subcritico1.653.323.660.65990.18080.00003556680.996320.00509195.57177.301741.91M10.04Subcritico1.603.143.560.64210.19120.00004125900.995770.00509195.68198.211940.12M10.04Subcritico1.552.963.460.62420.20260.00004806890.995110.00508195.81230.132170.25M10.05Subcritico1.502.793.360.60640.21490.00005625900.994330.00507195.98284.442454.69M10.05Subcritico1.482.723.320.59920.22020.00005999380.993980.00507196.05139.332594.02M10.05Subcritico1.462.663.280.59210.22570.00006402750.993590.00507196.13163.222757.24M10.06Subcritico1.442.593.240.58490.23140.00006838820.993180.00506196.22200.212957.45M10.06Subcritico1.432.563.220.58130.23430.00007070070.992960.00506196.27121.603079.05M10.06Subcritico1.422.533.200.57770.23720.00007310700.992740.00506196.31143.693222.74M10.06Subcritico1.412.503.180.57420.24030.00007561140.992500.00505196.36177.263400.00M10.06Subcritico1.402.473.160.57060.24340.00007821860.992260.00505196.42234.723634.72M10.06Subcritico

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