FLUJO GRADUALMENTE VARIADO(METODO PASOS) Descripcion Item Und. Valor m. 1 Base de Fondo del Canal b= 15.00 Descrip. Und. Y[m] Error 2 Caudal Q= m3/s 50.55 Yn= m. 1.7507 -0.0006 3 Talud Z= Adim. 1.00 A= m2. 29.3255 4 Pendiente 5 Coeficiente de Rugosidad n= 6 Longitud Incinial Li= Constante g= Tirante normal y= 7 𝑸∗𝒏 𝑺 m/m 0.0004 P= m. 19.9517 Adim. 0.015 R= m. 1.4698 m 100.00 V= m/s 1.7236 m/s2 9.8100 Yc= m. 1.0257 0.0000 m. 1.9000 Item Yi[m] A[m2] P[m] R[m] V[m/s] V^2/2g E[m] Sf Sm dS 1 1.7507 29.3255 19.9517 1.4698 1.7236 0.1514 1.9021 0.0004 - - 2 1.7500 29.3125 19.9497 1.4693 1.7244 0.1516 1.9016 0.0004 0.0004 3 1.6500 27.4725 19.6669 1.3969 1.8399 0.1725 1.8225 0.0005 4 1.6000 26.5600 19.5255 1.3603 1.9031 0.1846 1.7846 0.0005 5 1.5500 25.6525 19.3841 1.3234 1.9704 0.1979 1.7479 6 1.5000 24.7500 19.2426 1.2862 2.0423 0.2126 7 1.4500 23.8525 19.1012 1.2487 2.1191 8 1.4000 22.9600 18.9598 1.2110 9 1.3500 22.0725 18.8184 10 1.3000 21.1900 11 1.2500 12 𝟓 − 𝒚𝟑𝒄 − 𝒚𝟑 𝒃 + 𝒛𝒚 𝟓 𝟑 𝒃 + 𝟐𝒚 𝟏 + 𝒁𝟐 =𝟎 𝟐 𝟑 𝑸𝟐 𝒃 + 𝟐𝒛𝒚𝒄 =𝟎 𝒈 𝒃 + 𝒛𝒚𝒄 𝟑 dE[m] dX X[m] 0.0000 -0.0006 2217.0858 2217.09 0.0004 0.0000 -0.0790 1790.0707 4007.16 0.0005 -0.0001 -0.0379 332.1906 4339.35 0.0006 0.0006 -0.0002 -0.0367 214.7267 4554.07 1.7126 0.0007 0.0006 -0.0002 -0.0353 149.5545 4703.63 0.2289 1.6789 0.0008 0.0007 -0.0003 -0.0337 108.3175 4811.95 2.2015 0.2470 1.6470 0.0008 0.0008 -0.0004 -0.0319 80.0322 4891.98 1.1729 2.2900 0.2673 1.6173 0.0010 0.0009 -0.0005 -0.0297 59.5506 4951.53 18.6770 1.1346 2.3854 0.2900 1.5900 0.0011 0.0010 -0.0006 -0.0273 44.1392 4995.67 20.3125 18.5355 1.0959 2.4884 0.3156 1.5656 0.0012 0.0012 -0.0008 -0.0244 32.2125 5027.88 1.2000 19.4400 18.3941 1.0569 2.6001 0.3446 1.5446 0.0014 0.0013 -0.0009 -0.0210 22.7874 5050.67 13 1.1500 18.5725 18.2527 1.0175 2.7215 0.3775 1.5275 0.0016 0.0015 -0.0011 -0.0171 15.2220 5065.89 14 1.1000 17.7100 18.1113 0.9778 2.8541 0.4152 1.5152 0.0019 0.0018 -0.0014 -0.0123 9.0798 5074.97 15 1.0257 16.4376 17.9011 0.9182 3.0750 0.4819 1.5076 0.0024 0.0021 -0.0017 -0.0075 4.3394 5079.31 0.00 F.G.V. 2.0000 1.8000 1.6000 TIRANTE Y[m] 1.4000 1.2000 1.0000 0.8000 0.6000 0.4000 0.2000 0.0000 0.00 1000.00 2000.00 3000.00 DISTANCIA Li[m] 4000.00 5000.00 6000.00