Perfil de Cimacio (Criterio USBR)

Aguas Abajo (Criterio USACE)

x y0 500.001 499.962 499.863 499.714 499.515 499.266 498.977 498.628 498.249 497.81

10 497.34

0 2 4 6 8 10 12496.00

496.50

497.00

497.50

498.00

498.50

499.00

499.50

500.00

500.50

Aguas Arriba (Criterio USACE)

x/Hd x y/Hd y0.0000 0.0000 0.0000 500.0000-0.0200 -0.4200 0.0004 499.9916-0.0400 -0.8400 0.0016 499.9664-0.0600 -1.2600 0.0038 499.9202-0.0800 -1.6800 0.0068 499.8572-0.1000 -2.1000 0.0108 499.7732-0.1200 -2.5200 0.0158 499.6682-0.1400 -2.9400 0.0221 499.5359-0.1600 -3.3600 0.0296 499.3784-0.1700 -3.5700 0.0339 499.2881-0.1800 -3.7800 0.0386 499.1894-0.1900 -3.9900 0.0437 499.0823-0.2000 -4.2000 0.0494 498.9626-0.2100 -4.4100 0.0556 498.8324-0.2200 -4.6200 0.0624 498.6896-0.2300 -4.8300 0.0701 498.5279-0.2400 -5.0400 0.0787 498.3473-0.2450 -5.1450 0.0836 498.2444-0.2500 -5.2500 0.0889 498.1331-0.2550 -5.3550 0.0948 498.0092-0.2600 -5.4600 0.1016 497.8664-0.2650 -5.5650 0.1099 497.6921-0.2680 -5.6280 0.1165 497.5535-0.2703 -5.6763 0.126 497.3540

-00,006 -00,005 -00,004 -00,003 -00,002 -00,001 00,00000,496

00,497

00,498

00,499

00,500

00,501

Uniendo ambas graficas se obtiene el perfil del cimacio completo

-8 -6 -4 -2 0 2 4 6 8 10 12496

496.5

497

497.5

498

498.5

499

499.5

500

500.5

Curva gasto contra carga

H H/Hd C/Co kp Le Q2 0.095238095 0.82 0 44.46 222.12810314 0.19047619 0.85 0.04 43.02 607.9242246 0.285714286 0.88 0.025 42.26 1097.0980038 0.380952381 0.9 0.03 41.1 1642.728752

10 0.476190476 0.92 0.04 39.66 2215.34702312 0.571428571 0.93 0.02 39.5 2900.4008314 0.666666667 0.96 0.03 37.98 3514.27764616 0.761904762 0.97 0.031 36.876 4168.8170518 0.857142857 0.99 0.027 36.116 4871.88982120 0.952380952 0.998 0.022 35.5 5608.70247521 1 1 0.02 35.18 5980.174176

0 5 10 15 20 250

1000

2000

3000

4000

5000

6000

7000