13
q 3.81579 α: 1 Q: 7.25 COTA: 120 z: 2 n: 0.012 So: 0.01 ó a ó d: 1.9 r: 0.95 TRAPEZOIDAL S.M. Yo (Qn/(s)^(0, (b+2y*(1+z^ (b+zYo) Yo 1 0.870 6.372 3.9 0.495 0.495 0.870 4.112 2.89 0.560 0.560 0.870 4.406 3.02 0.551 0.551 0.870 4.364 3.00 0.552 0.552 0.870 4.370 3.00 0.552 0.552 0.870 4.370 3.00 0.552 Y (m) A (m^2) P (m) V (m/s) V^2/2g (m) 1.35 6.21 7.94 1.17 0.069 1.08 4.39 6.73 1.65 0.139 0.81 2.86 5.53 2.53 0.327 0.54 1.62 4.33 4.47 1.017 0.27 0.67 3.13 10.79 5.932 0.01 0.01 1.92 686.98 24053.797 CIRCULAR

FLUJO GRADUALMENTE VARIADO

Embed Size (px)

DESCRIPTION

CALCULO DE LOS CANALES EN ESTE TIPO DE REGIMEN DE CUALQUIER SECCCION

Citation preview

Page 1: FLUJO GRADUALMENTE VARIADO

q3.81579 α: 1Q:7.25 COTA: 120z:2n:0.012

So:0.01b ó a ó d:1.9

r:0.95TRAPEZOIDAL S.M.

Yo (Qn/(s)^(0,5)(b+2y*(1+z^2) (b+zYo) Yo

1 0.870 6.372 3.9 0.4950.495 0.870 4.112 2.89 0.5600.560 0.870 4.406 3.02 0.5510.551 0.870 4.364 3.00 0.5520.552 0.870 4.370 3.00 0.5520.552 0.870 4.370 3.00 0.552

Y (m) A (m^2) P (m) V (m/s) V^2/2g (m) E (m)1.35 6.21 7.94 1.17 0.069 1.421.08 4.39 6.73 1.65 0.139 1.220.81 2.86 5.53 2.53 0.327 1.140.54 1.62 4.33 4.47 1.017 1.560.27 0.67 3.13 10.79 5.932 6.210.01 0.01 1.92 686.98 24053.797 24053.80

CIRCULAR

Page 2: FLUJO GRADUALMENTE VARIADO

Y (m) α: ϴ: ϴ (rad): A (m^2) P (m)

1.33 23.5782 227.156 3.96463 2.12 3.771.26 19.0415 218.083 3.80627 2.00 3.621.19 14.6258 209.252 3.65213 1.87 3.471.12 10.2974 200.595 3.50104 1.74 3.331.05 6.0278 192.056 3.35200 1.61 3.180.98 1.7915 183.583 3.20413 1.4741 3.04

RECTANGULAR Y (m) A (m^2)

Yo (Qn/(s)^(0,5)(b+2y) Yo5 9.50

4.00 7.601 0.870 3.900 0.834 3.00 5.71

0.834 0.870 3.569 0.805 2.00 3.810.805 0.870 3.511 0.800 1.01 1.910.800 0.870 3.500 0.799 0.01 0.020.799 0.870 3.498 0.7990.799 0.870 3.498 0.7990.799 0.870 3.498 0.799

PARABÓLICA

Yo A Q*n/(s^0,5) T T+((8/3*Y^2)/9T) 2/3*T Yo

12.34 15.631 0.870 1.9 215.620 1.2666666666667 6.230529256.231 7.892 0.870 1.9 56.384 1.2666666666667 3.643426623.643 4.615 0.870 1.9 20.531 1.2666666666667 2.432276222.432 3.081 0.870 1.9 10.203 1.2666666666667 1.838832961.839 2.329 0.870 1.9 6.646 1.2666666666667 1.549049641.549 1.962 0.870 1.9 5.268 1.2666666666667 1.411564721.412 1.788 0.870 1.9 4.697 1.2666666666667 1.348215741.348 1.708 0.870 1.9 4.451 1.2666666666667 1.31958577

Y (m) A (m^2) P (m) V (m/s) V^2/2g (m) E (m)5 6.33 36.99 1.14 0.067 5.07

4.00 5.07 24.39 1.43 0.104 4.113.01 3.81 14.58 1.90 0.185 3.19

Page 3: FLUJO GRADUALMENTE VARIADO

2.01 2.54 7.56 2.85 0.414 2.421.01 1.28 3.33 5.66 1.635 2.650.01 0.02 1.90 433.75 9589.083 9589.10

Page 4: FLUJO GRADUALMENTE VARIADO

Yc (Q^2/g) (b+2zYc) b+zYc Yc

1 5.358 5.900 3.9 0.8110.811 5.358 5.143 3.5215053817917 0.8580.858 5.358 5.331 3.6154436325302 0.8450.845 5.358 5.282 3.5909751890581 0.8490.849 5.358 5.295 3.5972716822164 0.8480.848 5.358 5.291 3.595646281702 0.848

E2-E1 (m) So Sf Sf. Prom ΔX (m) ∑ ΔX (m)0.01 0.000272 0 0

0.20 0.01 0.000694 0.000483 20.96 20.960.08 0.01 0.002224 0.001459 9.47 30.43-0.42 0.01 0.010639 0.006431 118.14 148.56-4.65 0.01 0.130220 0.070429 76.88 225.45

-24047.60 0.01 70285.543154 35142.836687 0.68 226.13

Yc: 0.614Yo: 0.447

Yi 0.45Yf: 5

Y: 0.454886711213402

Page 5: FLUJO GRADUALMENTE VARIADO

V (m/s) V^2/2g (m) E (m) E2-E1 (m) So Sf

3.42 0.596 1.93 0.01 0.0036243.63 0.673 1.93 0.01 0.01 0.0041963.88 0.767 1.96 0.02 0.01 0.0049484.17 0.886 2.01 0.05 0.01 0.0059474.51 1.038 2.09 0.08 0.01 0.0072974.92 1.233 2.21 0.13 0.01 0.009160

P (m) V (m/s) V^2/2g (m) E (m) E2-E1 (m) So

11.90 0.76 0.030 5.03 0.018.00 0.95 0.046 4.05 0.98 0.016.01 1.27 0.082 3.09 0.96 0.014.01 1.90 0.185 2.19 0.90 0.012.01 3.79 0.733 1.74 0.45 0.010.02 477.65 11628.505 11628.51 -11626.77 0.01

Yc A Q^2/g 3/2*A/Y Yc

1 1.267 2.679 1.9 1.4961.496 1.895 2.679 1.9 1.6551.655 2.096 2.679 1.9 1.6971.697 2.149 2.679 1.9 1.7071.707 2.163 2.679 1.9 1.7101.710 2.166 2.679 1.9 1.7111.711 2.167 2.679 1.9 1.7111.711 2.167 2.679 1.9 1.7111.711 2.167 2.679 1.9 1.711

E2-E1 (m) So Sf Sf. Prom ΔX (m) ∑ ΔX (m)0.01 0.001985 0 0

0.96 0.01 0.002391 0.002188 122.87 122.870.92 0.01 0.003129 0.002760 126.61 249.49

Page 6: FLUJO GRADUALMENTE VARIADO

0.77 0.01 0.005000 0.004064 129.40 378.89-0.22 0.01 0.016550 0.010775 288.55 667.43

-9586.45 0.01 14920.540717 7460.278633 1.29 668.72

Page 7: FLUJO GRADUALMENTE VARIADO

TRAPEZOIDAL S.I. YcYo (Qn/(s)^(0,5)(b+2y*(1+z^2) (b+zYo) Yo

21 0.584 6.372 3.9 0.389 0.429

0.389 0.584 3.642 2.6788955 0.453 0.6550.453 0.584 3.927 2.80655452 0.446 0.6060.446 0.584 3.894 2.79183777 0.447 0.6160.447 0.584 3.898 2.79352632 0.447

Yc: 0.848121.35 121.35 Yo: 0.552 y:121.29 120.87 Yi 1.35120.91 120.72 Yf: 0.01121.72 119.36121.04 119.51120.01 120.00 TRAPEZOIDAL INGLES

Y (m) A (m^2) P (m) V (m/s) V^2/2g (m) E (m)

5 59.50 24.26 0.12 0.000 5.004.55 49.95 22.23 0.15 0.000 4.554.09 41.23 20.19 0.18 0.000 4.093.64 33.34 18.16 0.22 0.001 3.643.18 26.27 16.12 0.28 0.001 3.182.73 20.04 14.09 0.36 0.002 2.732.27 14.63 12.05 0.50 0.004 2.271.82 10.04 10.02 0.72 0.008 1.821.36 6.29 7.99 1.15 0.021 1.380.91 3.36 5.95 2.16 0.072 0.980.45 1.26 3.92 5.73 0.511 0.96

COTA H2O. (msnmm) AGUAS ARRIBA

COTA H2O. (msnmm)

AGUAS ABAJO

Page 8: FLUJO GRADUALMENTE VARIADO

Sf. Prom ΔX (m) ∑ ΔX (m)

0 0 121.33 121.33 Yc:0.003910 1.04 1.04 121.27 121.26 Yo:0.004572 4.56 5.60 121.24 121.19 Yi0.005447 10.75 16.35 121.23 121.12 Yf:0.006622 24.05 40.39 121.29 121.050.008229 70.73 111.12 121.69 120.98

Sf Sf. Prom ΔX (m) ∑ ΔX (m)

0.000113 0 0 125.00 124.99990.000140 0.000127 99.43 99.43 124.00 124.00150.000249 0.000195 98.16 197.59 123.00 123.00310.000559 0.000404 93.37 290.96 122.00 122.00470.002217 0.001388 52.29 343.25 121.01 121.0063

35.179302 17.590760 661.34 1004.59 120.01 120.0079

Yc: 1.711Yo: 1.31958577 Y 0.99736083

Yi 0.01319586Yf: 5

125.00 125.000125.23 124.003124.27 123.005

COTA H2O. (msnmm)

AGUAS ARRIBA

COTA H2O. (msnmm)

AGUAS ABAJO

COTA H2O. (msnmm)

AGUAS ARRIBA

COTA H2O. (msnmm)

AGUAS ABAJO

COTA H2O. (msnmm) AGUAS ARRIBA

COTA H2O. (msnmm)

AGUAS ABAJO

Page 9: FLUJO GRADUALMENTE VARIADO

123.30 122.008123.90 121.010120.03 120.013

Page 10: FLUJO GRADUALMENTE VARIADO

(Q^2/g) (b+2zYc) b+zYc Yc

1.633 9.900 5.9 0.4291.633 3.614 2.75716392 0.6551.633 4.522 3.21094385 0.6061.633 4.326 3.11295506 0.6161.633 4.366 3.1327939 0.614

0.26889553

E2-E1 (m) So Sf Sf. Prom ΔX (m) ∑ ΔX (m)

0.01 0.000000 0 0 125.00 125.000.45 0.01 0.000001 0.000000 45.48 45.48 125.00 124.090.45 0.01 0.000001 0.000001 45.48 90.96 124.54 123.640.45 0.01 0.000002 0.000001 45.47 136.43 124.09 123.180.45 0.01 0.000003 0.000002 45.45 181.88 123.64 122.730.45 0.01 0.000007 0.000005 45.43 227.31 123.18 122.270.45 0.01 0.000016 0.000012 45.36 272.67 122.72 121.820.45 0.01 0.000047 0.000032 45.20 317.88 122.27 121.360.44 0.01 0.000176 0.000112 44.73 362.61 121.81 120.910.40 0.01 0.001042 0.000609 42.95 405.56 121.34 120.480.02 0.01 0.017558 0.009300 23.06 428.62 120.68 120.22

COTA H2O. AGUAS ARRIBA

COTA H2O. AGUAS ABAJO

Page 11: FLUJO GRADUALMENTE VARIADO

1.330.971.33 Y: 0.0700.9797

Yc: 1.141 Y 0.99840227Yo: 0.799

Yi 5Yf: 0.00798864