PROGRAMAS CANALES

8/7/2019 PROGRAMAS CANALES

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PROGRAMA PARA DISEO HIDRAULICO DE PUENTE CANAL

CANAL = C-S-1 NUMERO 1

DATOS PARA DISEARPUENTE CANAL TRAPEZOIDAL

Ei = 406 Eia = 400 Q = 0.15 m/sEf = 417 Edf = 420 DISTAN = 11 mCOTA INI = 6.43 COTA ia = 6.9 L puente 11 mCOTA FIN = 6.43 COTA df = 6.49 V = 0.53 m/sCLA INI = 6.69 A = 0.1 mCLA FIN = 6.68 y = 0.19 m

T = 0.69 mDIMENSIONES CANAL RECTANGULAR H = 0.3 mb = 0.50 m b = 0.3 m

d = 0.19 m S = 0 0/00AREAv = 0.10 mf = 0.11 m

DIMENSIONES CONSTRUCTIVAS LONGITUD DE TRANSICIONESCANAL RECTANGULARb = 0.50 m Lt = 0.56 mH = 0.30 m L usar = 1.00 mt = 0.10 m

DIMENSIONES DE TRANSICION DIMENSIONES DE TRANSICIONDE ENTRADA DE SALIDAL= 1.00 m L = 1.00 mEi = 405.00 m Ei = 417.00 mEf = 406.00 m Ef = 418.00 mCLAi = 6.69 m CLAi = 6.68 mCLAf = 6.69 m CLAf = 6.68 m


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Cri = 6.50 m Cri= 6.49 mCRf = 6.50 m CRf = 6.49 m

COTAS DE TERRENO DE COTAS DE TERRENO DETRANSICION DE ENTRADA TRANSICION DE SALIDACOTA INI = 6.51 m COTA INI 6.43 m

COTA FIN = 6.43 m COTA FIN 6.45 m


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PROGRAMA PARA DISEO HIDRAULICO DE SIFONES DE TUBERIACANAL = CS - 5DATOS DE CAMP #2Estacion ini: 2646 Estacin fina2676CLA : 10

CANAL INICIALQd = 0.15 m/s T = 1 mm1 = 1 A = 0.23 mn = 0.02 P = 1.29 mS = 0 m/m R = 0.18 mb = 0.3 m V = 0.66 m/sy = 0.35 m B = 1.3 mf = 0.15 m G = 2.5 mH = 0.5 m

m2 = 1.5HI = 0.6 mHD = 0.6 mt = 0.05 ml = 0.1 m

DIMENSIONES DE LA TUBERIA1.5 m/s comercial = 20 plg

At = 0.1 m At = 0.2 m correspond = 14.09 plg Vt = 0.74 m/s

LA PROFUNDIDA DEPENDERA DEL OBSTACULO A SALVAR; ES DATO CONOCIDOProfundidad = 1.5 m1 = 23.5 2 = 20 Longitud = 30 m

PERDIDAS DE CARGA


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Hf A = 0.002 m Perdidas por transicion de entradaHf G = 0.014 m Perdidas por entrada alHf F = 0.038 m Perdidas por friccionHf H = 0.004 m Perdidas por cambio de direccionHf I = 0.003 m Perdidas por cambio de direccionHf J = 0.064 m Perdidas por transicion de salidaHf TOTAL = 0.125 m Perdidas totalesTRANSICIONESLongitud = 0.16 m Longitud a usar = 1

DATOS PARA EL CAMPOENTRADA SALIDAEst ini trans = 2645 Est fin trans 2677CC: 10.149 CC: 10.02CLA: 9.999 CLA: 9.87CR: 9.649 CR: 9.52

CT: 9.550 CT: 9.5Long trans: 1.000 Long trans: 1Cot fondo tubo: 7.5 Cot sobre tu 9


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Programa de computadora para diseo hidrulico de sifones decmara verticalCANAL : c s - 5DATOS DE CAMPO: #1Est. Ent. Tub : 2648.00 Est final: 2674CLA : 10

CANAL INICIALQd = 0.15m3/s T = 1 mm1 = 1 A = 0.23 m2n = 0.02 P = 1.29mS = 0m/m R = 0.18mb = 0.3m V = 0.66m/sy = 0.35m B = 1.3mf = 0.15m

H = 0.5mm2 = 1.5HI = 0.6mHD = 0.6mt = 0.05m

l = 0.1m

DIMENSIONES DE LA CAJA A LA ENTRADA Y A LA SALIDA DEL SIFONVc = 0.3 m/s Ancho = 0.71 mAc = 0.5 m2 Largo = 0.71 m

La profundidad dependera del obstculo a salvar: es dato conocidoProfundidad = 1.58 m

DISEO DE CONDUCTO: Conducto? Longitud = 26.00 m1

TUBERIA (1) CAJA (2)


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Area estimada = 0.1 m2 correspondiente = 13.9 pulg Alto = 0.50 m comercial = 14 pulg Ancho = 0.20 mArea de tubo = 0.1 m2 Area ducto = 0.1 m2Vs = 1.52 m/s Vd = 1.51 m/s

PERDIDAS DE CARGAHf A = 0.01m Hf A = 0.01mHf B = 0.06m Hf B = 0.06mHf C = 0.12m Hf C = 0.11mHf D = 0 m Hf D = 0 mHf F = 0.14m Hf F = 0.13mHf Total = 0.33m Hf Total = 0.32m

TRANSICIONESLongitud = 0.06 m Longitud a usar = 1 m

DATOS PARA EL CAMPOENTRADA SALIDA

Est ini trans = 2646.29 Est fin trans 2675.71CC : 10.148 CC : 9.819CLA : 9.998 CLA: 9.669CR : 9.648 CR : 9.319CT : 9.55 CT : 9.5Long transi : 1 m Long transi: 1 mCot fondo caja: 7.968 Cot fondo caj 7.968Cot fondo tubo: 8.068 Cot fondo tu 8.068Ct sobre tubo: 8 Ct sobre tub 8Ancho de caja: 0.71m Ancho de caj 0.71mLargo de caja: 0.71m Largo de caj 0.71m


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Edna Flores 1109707

PROYECTO: TICANLU

DISEO HIDRULICO DE CANALES

CANAL: C-Q-3, SALE DEL C-T-2B EN EST=0+900

EST INICIAL ( 0 EST FINAL ( 525 S = 0.50/00 CLA INI = 5.6msnm

Q* = 0.05 m3/s y opt = 0.26m 25% de 0.06mb opt = 0.21m

Qd = 0.050m3/s T = 0.76 m Vc = 34.06 m3m1 = 1 A = 0.12 m2 Vxcub = 153.5 m3n = 0.01 P = 0.95m

S = 0m/m R = 0.13mb = 0.300m V = 0.41 m/sy = 0.230m B = 1.000mf = 0.120m G = 1.800mH = 0.35m Fr = 0.32m2 = 1.5 V max = 0.502m/sHI = 0.4m Q max = 0.114m3/sHD = 0.4m Cap. Ext. 130.796 %t = 0.05m Fr max = 0.34l = 0.1m

son los siguientes:NOTA: Este programa se puede utilizar con secciones triangulares, cuadradas y trapezoidales, los cambios que


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se haran


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EST CLA CR CC CT ACORTE (m3) RELLENO (m3)

PROFTRAMO ACC TRAMO ACC0 5.600 Err:509 Err:509 4.92 -2.400

20 Err:509 Err:509 Err:509 4.89 -2.485 0 0 0 48.846 48.846 0.230.3 Err:509 Err:509 Err:509 4.75 -3.086 0 0 0 28.690 77.536 0.2

40 Err:509 Err:509 Err:509 4.49 -4.374 0 0 0 36.183 113.720 0.260 Err:509 Err:509 Err:509 4.89 -2.400 0 0 0 67.742 181.461 0.2

80 Err:509 Err:509 Err:509 5.1 -1.549 0 0 0 39.486 220.947 0.2100 Err:509 Err:509 Err:509 5.24 -1.051 0 0 0 26.000 246.947 0.2120 Err:509 Err:509 Err:509 5.3 -0.842 0 0 0 18.938 265.884 0.2140 Err:509 Err:509 Err:509 5.33 -0.730 0 0 0 15.720 281.604 0.2160 Err:509 Err:509 Err:509 5.35 -0.648 0 0 0 13.778 295.382 0.2180 Err:509 Err:509 Err:509 5.32 -0.702 0 0 0 13.503 308.885 0.2200 Err:509 Err:509 Err:509 5.32 -0.675 0 0 0 13.772 322.656 0.2214 Err:509 Err:509 Err:509 5.25 -0.851 0 0 0 10.682 333.339 0.2220 Err:509 Err:509 Err:509 5.26 -0.814 0 0 0 4.994 338.333 0.2

240 Err:509 Err:509 Err:509 5.26 -0.785 0 0 0 15.992 354.324 0.2260 Err:509 Err:509 Err:509 5.25 -0.785 0 0 0 15.708 370.032 0.2280 Err:509 Err:509 Err:509 5.32 -0.569 0 0 0 13.548 383.580 0.2300 Err:509 Err:509 Err:509 4.99 -1.549 0 0 0 21.180 404.760 0.2320 Err:509 Err:509 Err:509 5.03 -1.375 0 0 0 29.240 434.000 0.2

323.5 Err:509 Err:509 Err:509 4.94 -1.686 0 0 0 5.358 439.358 0.2328.5 Err:509 Err:509 Err:509 4.88 -1.901 0 0 0 8.969 448.326 0.2330.5 Err:509 Err:509 Err:509 4.87 -1.936 0 0 0 3.837 452.164 0.2

340 Err:509 Err:509 Err:509 4.97 -1.549 0 0 0 16.551 468.715 0.2360 Err:509 Err:509 Err:509 4.84 -1.995 0 0 0 35.436 504.151 0.2

380 Err:509 Err:509 Err:509 4.82 -2.034 0 0 0 40.292 544.442 0.2400 Err:509 Err:509 Err:509 4.91 -1.656 0 0 0 36.903 581.345 0.2420 Err:509 Err:509 Err:509 4.9 -1.656 0 0 0 33.123 614.468 0.2428 Err:509 Err:509 Err:509 4.93 -1.534 0 0 0 12.762 627.231 0.2440 Err:509 Err:509 Err:509 4.95 -1.444 0 0 0 17.869 645.100 0.2460 Err:509 Err:509 Err:509 4.79 -1.995 0 0 0 34.388 679.488 0.2465 Err:509 Err:509 Err:509 4.7 -2.348 0 0 0 10.857 690.344 0.2

CORTE

(m)


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480 Err:509 Err:509 Err:509 4.74 -2.153 0 0 0 33.759 724.103 0.2500 Err:509 Err:509 Err:509 4.72 -2.194 0 0 0 43.472 767.574 0.2520 Err:509 Err:509 Err:509 4.7 -2.234 0 0 0 44.282 811.856 0.2525 Err:509 Err:509 Err:509 4.7 -2.224 0 0 0 11.147 823.002 0.2525 4.7540 4.71560 4.77

580 4.9600 4.91620 5627 4.7632 2.7


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EM. VEGETAL (m3) AREA (m2)VOL ACC ACUMULADA

4.200017.04 17.040 4.2600 Err:509 Err:5099.61 26.649 4.6646 Err:509 Err:509

10.53 37.183 5.4300 Err:509 Err:50916.8 53.983 4.2000 Err:509 194.599

14.16 68.143 3.5400 Err:509 236.42312.36 80.503 3.0900 Err:509 267.43111.52 92.023 2.8800 Err:509 293.39111.04 103.063 2.7600 Err:509 316.46610.68 113.743 2.6700 Err:509 337.37810.92 124.663 2.7300 Err:509 359.73310.8 135.463 2.7000 Err:509 Err:5098.09 143.552 2.8890 Err:509 Err:5093.42 146.972 2.8500 Err:509 407.261

11.28 158.252 2.8200 Err:509 431.77911.28 169.532 2.8200 Err:509 456.29710.32 179.852 2.5800 Err:509 475.04614.16 194.012 3.5400 Err:509 516.87013.56 207.572 3.3900 Err:509 555.0892.56 210.131 3.6548 Err:509 562.8913.83 213.958 3.8273 Err:509 575.0731.54 215.500 3.8543 Err:509 580.0116.73 222.226 3.5400 Err:509 599.87715.6 237.826 3.9000 Err:509 650.355

15.72 253.546 3.9300 Err:509 701.55414.52 268.066 3.6300 Err:509 745.54214.52 282.586 3.6300 Err:509 789.5295.64 288.230 3.5280 Err:509 806.1448.28 296.510 3.4500 Err:509 829.94115.6 312.110 3.9000 Err:509 880.4184.16 316.273 4.1625 Err:509 894.615

CANAL

(m) S


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12.06 328.333 4.0200 Err:509 934.63716.2 344.533 4.0500 Err:509 988.720

16.32 360.853 4.0800 Err:509 1043.5244.07 364.925 4.0725 Err:509 1057.180


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0 20 30.3

40 60 80 100 120 140 160 180 200 214 220 240 260 280 300 320 323.5

328.5

330.5

340 360 380 400 420 428 440 460 463.5

4

4.5

5

5.5

6

PROYECTO TICANL

Longitud (m)


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480 500 520 525 525 540 560 580 600 620 627 632

CCCLACRCT

PROGRAMAS CANALES

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