Upload
paolaosorio
View
217
Download
2
Embed Size (px)
DESCRIPTION
CALCULO DE LOS CANALES EN ESTE TIPO DE REGIMEN DE CUALQUIER SECCCION
Citation preview
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
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
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
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
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
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
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
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
123.30 122.008123.90 121.010120.03 120.013
(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
1.330.971.33 Y: 0.0700.9797
Yc: 1.141 Y 0.99840227Yo: 0.799
Yi 5Yf: 0.00798864