Hidraulica de Canales Abiertos

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CANAL g 9.810 Q B m z Y1 1.278 T 6.556 A 6.745 V 2.224 D 1.029 FR 0.700 E 1.530 ΔZ PERDIDAS g 9.810 Y1 1.000 Y2 2.409 Y3 0.000 B1 5 B2 5 B3 0 m1 0 m2 0.5 m3 0 z1 0 z2 0 z3 0 T1 5.000 T2 6.204 T3 0.000 Y 3.409 T 6.204 A 18.494 V 5.407 D 2.981 FR 1.000 E1 4.899 g 9.810 Q

description

HIDRAULICA DE CANALES ABIERTOS

Transcript of Hidraulica de Canales Abiertos

Hidraulica de canales abierto

PARTE 1 CANALES (rectangular, trapezoidal y triangular)

g9.810Q15B4m1z1

Y11.278Y21.030T6.556T6.059A6.745A5.179V2.224V2.896D1.029D0.855FR0.700FR1.000E1.530E3.907

Z2.450PERDIDAS0.000

CANALES COMBINADOS

g9.810Q100

Y11.000Y22.409Y30.000Y14.963Y20.000Y30.000B15B25B30B18B20B30m10m20.5m30m10m20m30z10z20z30z10z20z30T15.000T26.204T30.000T18.000T20.000T30.000

Y3.409Y4.963T6.204T8.000A18.494A39.708V5.407V2.518D2.981Z0.000D4.963FR1.000PERDIDAS0.000FR0.361E14.899E15.287

CANAL CIRCULAR

g9.810 Q0.3D1

12.34522.554Y0.306Y0.355T0.922T0.957A0.204A0.250V1.472V1.200FR1.000FR0.750E0.417E0.429

REDUCCION DE BASE

g9.810Q15B4z1m1Y1.278Y24.000T6.556B2ERROR:#NUM!A6.745TERROR:#NUM!V2.224A2ERROR:#NUM!FR0.700VERROR:#NUM!E1.530FR2ERROR:#NUM!

Z0.000

REDUCCION DE DIAMETRO (CONCENTRICO)

g9.810eeysupysub0.6700.4810.481Q0.7Q0.71.0000.2970.933g9.8101.1000.2810.959Q0.7Q0.7D20.9621.800g9.810g9.8106.5222.000D11D20.962Y0.9593.4353.141T-0.115Y0.573Y0.481A0.727T0.989T0.962V0.000A0.465A0.364FRERROR:#NUM!V1.504V1.925E1.025FR0.700Z0.019FR1.000Z0.019E0.688PERDIDAS0.000E0.689Z0.019

REDUCCION DE DIAMETRO (EXENTRICO)

g9.810Q0.4

D11D20.7233.9653.311Y0.700Y0.392T0.917T0.720A0.587A0.227V0.681V1.760FR0.272Z0.277FR1.000E0.724PERDIDAS0.000E0.827

PARTE 2 RESALTO HIDRAULICO

g9.810Q10F=FUERZACON LA ENERGIA LE DOY BUSCAR OBJETIVO CON EL VALOR DE Y0 ENCUENTRO EL Y1 Y CON LA FUERZA LE DOY BUSCAR OBJETIVO CON EL VALOR DE F1 OBJETIVO, VARIANDO Y2 Y ASI LO ENCUENTRO.1000.00B5FR= FROUTHm0z0

Y10.357F1 OBJETIVOY21.343T5.0003126.783T5.000A1.785A6.7140.1790.671A0.319A4.508F3101.856F44219.960V5.601V1.489FR2.993Z0.000FR0.410E1.956E0.500E1.456

EFICIENCIALONGITUD DEL RESALTO25.576%5.486

CANALES COMBINADOS

Y11.620Y20.000Y30.000Y12.000Y20.900Y30.000B16B20B30Q60B16B26B30m10m20m30m10m21m30g9.810z10z20z30z10z21z301000.00T16.000T20.000T30.000T16.000T27.800T30.000

F1 OBJETIVOY1.62077236.092Y2.900T6.000T7.800A9.720A18.2120.8101.399A7.873A25.477F77236.092F249933.392V6.173PERDIDAS0.000V3.295FR1.548Z0.000FR0.688E3.562E3.453

EFICIENCIA3.050%

ALTURAS DE FLUJO EN CANAL RECTANGULAR

g9.8101000.00Q30B5

Y10.839Y22.568A4.194A12.840FR2.493FR0.465E3.446E2.846

Z0.000PERDIDAS0.600

RESALTO HIDRAULICO

Q0.4D1

11.34925.125Y0.110F1 OBJETIVOY0.919T0.62520.271T0.547A0.047A0.7550.0440.437A0.002A0.330F20.272F3234.300V8.565PERDIDAS0.000V0.530FR10.000Z0.000FR0.144E3.848E0.933

EFICIENCIA75.760%

ONDAS U OLEADAS AGUAS ARRIBA HACIA AGUAS ABAJO

B7m0z0

Q120Q2200Y0.888F1 OBJETIVOY3.118T7.00027051.092T7.000A6.213A21.8280.4441.559A2.758A34.034F27051.092F333872.702V3.219V9.162FR1.091FR1.657E1.416E7.397PERDIDAS0.000Z0.000Vw11.527

CANALES COMBINADOS AGUAS ABAJO

Y11.000Y20.000Y30.000Y11.000Y22.245Y30.000B14B20B30B14B24B30m10m20m30m10m21m30z10z20z30z10z21z30T14.000T20.000T30.000T14.000T28.490T30.000

Q18F1 OBJETIVOQ200Y1.00019620.000Y3.245T4.000T8.490A4.000A18.0180.5001.378A2.000A24.828F19620.000F243563.800V4.500PERDIDAS0.000V11.100FR1.437Z0.000FR2.433E2.032Vw12.983E9.524

ONDAS U OLEADAS AGUAS ABAJO

D1

Q0.4Q0.811.86422.279Y0.202F1 OBJETIVOY0.291T0.80391.525T0.908A0.113A0.1900.0820.120A0.009A0.023F91.525F223.189V3.530V4.214FR3.000PERDIDAS0.000FR2.943E0.837Z0.000E1.196Vw5.228

ONDAS U OLEADAS AGUAS ABAJO HACIA AGUS ARRIBA

B10m0.5z0.5

Q1300Q290Y5.216F1 OBJETIVOY7.891T15.2161566808.117T17.891A65.770A110.0452.4283.573A159.715A393.237F1566808.117F3857659.054V4.561V0.818FR0.700FR0.105E6.277PERDIDAS0.000E7.925Z0.000Vw4.743

ONDAS U OLEADAS AGUAS ABAJO HACIA AGUS ARRIBA COMBINADOS

Y13.994Y20.000Y30.000Y15.729Y20.000Y30.000B13B20B30B13B20B30m10.5m20m30m10.5m20m30z10.5z20z30z10.5z20z30T16.994T20.000T30.000T18.729T20.000T30.000

Q15F1 OBJETIVOQ0Y3.994338982.356Y5.729T6.994T8.729A19.961A33.5931.7312.398A34.555A80.554F762461.654PERDIDAS0.000F790238.366V0.751Z0.000V0.000FR0.142Vw1.100FR0.000E4.023E5.729

ONDAS U OLEADAS AGUAS ABAJO HACIA AGUS ARRIBA CIRCULAR

D1

Q0.4Q0.212.08722.518Y0.248F1 OBJETIVOY0.347T0.864152.025T0.952A0.152A0.2420.1020.144A0.015A0.035F-990.762F341.328V2.629PERDIDASV0.827FR2.000ZFR0.524E0.601Vw2.230E0.382

MANNING

Y1CON EL CAUDAL PONEMOS A VARIAR EL Y B0.053m0z0S0.004n0.009A0.053P2.053Q0.033

MANNING CIRCULAR

D1S0.001n0.0133.142Y0.500A0.393P1.571Q0.379

DIAMETRO COMERCIAL MANNING

DATOS TEORICOS DATOS REALES

D0.797D COMERCIAL D0.813C8032inC76.025S0.003S0.003n0.013n0.0134.4294.236Y0.637Y0.618A0.427A0.423P1.764P1.722Q0.700Q0.700

DARKCY

Y1.54264295B6m0z0S0.0061.14E-06Ks3.00E-04A9.256P9.085Q60.000

DARKCY CIRCULAR

D2Ks0.0041.14E-06S0.01708922591.666Y0.327A0.335P1.666Q1.000

DIAMETRO COMERCIAL DARKCY

DATOS TEORICOS DATOS REALES

D0.563D COMERCIAL D0.610C8024inC67.151Ks1.50E-06Ks1.50E-061.14E-061.14E-06S0.003S0.0034.4293.842Y0.451Y0.409A0.214A0.208P1.247P1.171Q0.401Q0.400

PARTE 3PERFILES DE FLUJO MANNING

GEOMETRIAPRIMER TRAMODATOSSEGUNDO TRAMO

B0.053Y0.0253491255Q6.70E-04Y0.088z0A0.001n0.009A0.005m0T0.053So0T0.053FR1.000#5FR0.155

0.008

Y1Y2YA1A2P1P2T1T2FR1FR2FR^2(prom)Sf1Sf2Sf(prom)X0.0250.0380.0130.0010.0020.1040.1290.0530.0531.0000.5470.6500.00660.00230.004-0.9820.0380.0500.0130.0020.0030.1290.1540.0530.0530.5470.3570.2130.00230.00110.002-5.7160.0500.0630.0130.0030.0030.1540.1790.0530.0530.3570.2560.0960.00110.00070.001-12.6300.0630.0750.0130.0030.0040.1790.2040.0530.0530.2560.1950.0520.00070.00040.001-21.7960.0750.0880.0130.0040.0050.2040.2290.0530.0530.1950.1550.0310.00040.00030.000-33.259

x-74.382

PERFILES DE FLUJO MANNING CIRCULAR

PRIMER TRAMODATOSSEGUNDO TRAMO

2.532Q203.730Y0.700D2Y1.290A0.980n0.013A2.142T1.908So0.001T1.914FR9.093#20FR2.817

Y1Y2Y12A1A2P1P2T1T2FR1FR2FR^2(prom)Sf1Sf2Sf(prom)X0.7000.7290.0292.5322.5940.9801.0362.5322.5941.9081.9259.0938.39776.5930.24960.21380.2329.6640.7290.7590.0292.5942.6551.0361.0932.5942.6551.9251.9418.3977.78065.5220.21380.18450.1999.6050.7590.7880.0292.6552.7151.0931.1512.6552.7151.9411.9557.7807.23056.4050.18450.16030.1729.5360.7880.8180.0292.7152.7761.1511.2092.7152.7761.9551.9677.2306.73848.8390.16030.14010.1509.4570.8180.8470.0292.7762.8351.2091.2672.7762.8351.9671.9776.7386.29542.5160.14010.12330.1329.3680.8470.8770.0292.8352.8951.2671.3252.8352.8951.9771.9856.2955.89637.1960.12330.10910.1169.2700.8770.9060.0292.8952.9541.3251.3842.8952.9541.9851.9915.8965.53432.6940.10910.09700.1039.1630.9060.9360.0292.9543.0131.3841.4432.9543.0131.9911.9965.5345.20528.8610.09700.08670.0929.0460.9360.9650.0293.0133.0731.4431.5023.0133.0731.9961.9995.2054.90625.5800.08670.07790.0828.9200.9650.9950.0293.0733.1321.5021.5613.0733.1321.9992.0004.9064.63222.7580.07790.07020.0748.7860.9951.0240.0293.1323.1911.5611.6203.1323.1912.0001.9994.6324.38020.3180.07020.06360.0678.6431.0241.0540.0293.1913.2501.6201.6793.1913.2501.9991.9974.3804.14918.2010.06360.05790.0618.4911.0541.0830.0293.2503.3091.6791.7373.2503.3091.9971.9934.1493.93616.3540.05790.05290.0558.3301.0831.1130.0293.3093.3681.7371.7963.3093.3681.9931.9873.9363.73914.7370.05290.04840.0518.1611.1131.1420.0293.3683.4271.7961.8553.3683.4271.9871.9803.7393.55713.3170.04840.04460.0477.9841.1421.1720.0293.4273.4871.8551.9133.4273.4871.9801.9703.5573.38812.0640.04460.04110.0437.7981.1721.2010.0293.4873.5471.9131.9713.4873.5471.9701.9593.3883.23010.9550.04110.03810.0407.6031.2011.2310.0293.5473.6081.9712.0293.5473.6081.9591.9463.2303.0839.9700.03810.03540.0377.4011.2311.2600.0293.6083.6692.0292.0863.6083.6691.9461.9313.0832.9469.0920.03540.03300.0347.1901.2601.2900.0293.6693.7302.0862.1423.6693.7301.9311.9142.9462.8178.3070.03300.03080.0326.971

x171.387

PERFILES DE FLUJO DARCY

GEOMETRIAPRIMER TRAMODATOSSEGUNDO TRAMO

B0.053Y1QY0.7415406969z0A0.053Ks3.00E-04A0.039m0T0.053So0.002T0.053FR0.0001.14E-06FR0.000#10

Y1Y2YA1A2P1P2T1T2FR1FR2FR^2(prom)Sf1Sf2Sf(prom)XQ1Q21.0000.974-0.0260.0530.0522.0532.0010.0530.0530.0000.0000.0000.04760.04010.0440.6170.1010.0900.9740.948-0.0260.0520.0502.0011.9500.0530.0530.0000.0000.0000.04010.03410.0370.7360.0900.0810.9480.922-0.0260.0500.0491.9501.8980.0530.0530.0000.0000.0000.03410.02920.0320.8710.0810.0720.9220.897-0.0260.0490.0481.8981.8460.0530.0530.0000.0000.0000.02920.02520.0271.0240.0720.0650.8970.871-0.0260.0480.0461.8461.7950.0530.0530.0000.0000.0000.02520.02190.0241.1970.0650.0590.8710.845-0.0260.0460.0451.7951.7430.0530.0530.0000.0000.0000.02190.01920.0211.3910.0590.0530.8450.819-0.0260.0450.0431.7431.6910.0530.0530.0000.0000.0000.01920.01690.0181.6100.0530.0480.8190.793-0.0260.0430.0421.6911.6390.0530.0530.0000.0000.0000.01690.00960.0132.2970.0480.0350.7930.767-0.0260.0420.0411.6391.5880.0530.0530.0000.0000.0000.01500.01330.0142.1310.0440.0400.7670.742-0.0260.0410.0391.5881.5360.0530.0530.0000.0000.0000.01330.01200.0132.4270.0400.037

x14.303

PERFILES DE FLUJO DARCY CIRCULAR

PRIMER TRAMODATOSSEGUNDO TRAMO

1.447Q11.666Y0.251D2Y0.327A0.227Ks4.00E-03A0.335T1.324So0.002T1.480FR3.3871.14E-06FR2.000#5

Y1Y2Y12A1A2P1P2T1T2FR1FR2FR^2(prom)Sf1Sf2Sf(prom)XQ1Q20.2510.2660.0151.4471.4930.2270.2481.4471.4931.3241.3583.3873.01210.2690.05086637950.04006751920.0453.2750.9960.9990.2660.2810.0151.4931.5380.2480.2691.4931.5381.3581.3913.0122.6968.1690.04006751920.03168976220.0363.2500.9990.9980.2810.2970.0151.5381.5820.2690.2911.5381.5821.3911.4222.6962.4286.5810.03168976220.02557394280.0293.2190.9981.0000.2970.3120.0151.5821.6240.2910.3131.5821.6241.4221.4522.4282.1985.3640.02557394280.02079505770.0233.1631.0001.0000.3120.3270.0151.6241.6660.3130.3351.6241.6661.4521.4802.1982.0004.4160.02079505770.01708922590.0193.0971.0001.000

x16.003

PISCINAS DE DISIPACION DE ENERGIA

DATOSRESPUESTAS

Q400Y10.352B50Y02.664Cd1.84A17.6021FR12.2280.8Y25.915Yn2.1Z3.815Z035Yn2.100