TRANSPORTE DE SEDIMENTOS EN SUSPENSION CAPA DE FONDO

D(mm) Pi(%pasa) lb R F1 W10.0404 10 0.1 5.59 0.6666667 0.0170.0453 10 0.1 5.59 0.6666667 0.0180.0502 10 0.1 5.59 0.6666667 0.0190.0552 10 0.1 5.59 0.6666667 0.0190.0601 10 0.1 5.59 0.6666667 0.020.0650 10 0.1 5.59 0.6666667 0.0210.0699 9.999 0.099 5.59 0.6666667 0.0220.0748 10.0009 0.1009 5.59 0.6666667 0.0230.1079 10 0.1 5.59 0.6666667 0.0270.2014 10 0.1 5.59 0.6666667 0.038

#Cs velocidad

y Y/y Y/d50 Ln(Y/d50)

1 0.0005 11538.48 7.93 2.070653035646762 0.3019 18.97 4825.23 8.481613681030773 0.6045 9.49 9642.54 9.173939838375574 0.9048 6.33 14459.84 9.579130430644625 1.2063 4.74 19277.15 9.866675735661096 1.5077 3.79 24094.45 10.08973680250147 1.8092 3.16 28911.76 10.27200371174618 2.1106 2.71 33729.06 10.42611505930099 2.4121 2.37 38546.37 10.5596172111337

10 2.7141 2.11 43363.67 10.677377272753111 3.015 1.89 48180.97 10.782719408801412 3.3154 1.72 53998.28 10.896707473187313 3.6179 1.58 57815.58 10.965013568511414 3.9193 1.46 62632.89 11.045045818475315 4.2208 1.35 67450.19 11.119144678533316 4.5222 1.26 72267.5 11.188129791178317 4.8237 1.18 77084.8 11.2526613935526

TRANSPORTE DE SEDIMENTOS

18 5.1251 1.11 81902.11 11.313280032635119 5.4266 1.05 86719.41 11.370433013144820 5.728 1 91536.72 11.4244954822351

0 1 2 3 4 5 6 70

0.1

0.2

0.3

0.4

0.5

0.6

Z10.9781.0351.091.14

1.19241.24021.28621.33071.59782.1879

velocidad F(Y)

Ln(Y/d50) VELOCIDAD CS*V

2.07065303564676 0.79 0.518.48161368103077 1.72 0.429.17393983837557 1.82 0.49.57913043064462 1.88 0.399.86667573566109 1.92 0.3710.0897368025014 1.95 0.3610.2720037117461 1.98 0.3610.4261150593009 2 0.3510.5596172111337 2.024 0.3410.6773772727531 2.041 0.3310.7827194088014 2.056 0.3210.8967074731873 2.07 0.31910.9650135685114 2.08 0.31111.0450458184753 2.09 0.311.1191446785333 2.1 0.2911.1881297911783 2.11 0.2811.2526613935526 2.12 0.26

TRANSPORTE DE SEDIMENTOS

11.3132800326351 2.13 0.2511.3704330131448 2.142 0.2211.4244954822351 2.149 0

0 1 2 3 4 5 6 70

0.1

0.2

0.3

0.4

0.5

0.6