Parametros Hidraulicos en formulas de socavacion
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Parametros Geometricos Und Valor 1.00 Longitud del puente m 73.00 2.00 Ancho del Puente m 20.00 3.00 Ancho de pila m 1.80 4.00 Forma de Pila -- Cilindrica 5.00 Ancho Efectivo en Seccion del Puente m 58.00 6.00 Forma de Estribo Cuadrado Parametros Hidraulicos Simbolo Und 50 100 150 •Caudal de diseño Qd mᶟ/s ### 289.80 338.50 •Profundidad promedio inicial h m 1.77 2.12 2.31 •Ancho de la superficie libre del fluj B m 54.40 54.40 54.40 •Area hidráulica A m² 96.02 115.38 125.75 •Perímetro mojado P m 64.99 67.13 68.27 •Radio hidráulico R m 1.48 1.72 1.84 •Velocidad media del flujo V m/s 2.17 2.51 2.69 •Número de Froude -- 0.52 0.55 0.57 Seccion 245 •Profundidad promedio aguas arriba m 1.85 2.24 2.45 •Velocidad del flujo aguas arriba m/s 1.95 2.19 2.32 •Ancho de superficie del flujo aguas a m 64.85 66.19 66.85 •Area hidráulica aguas arriba m² ### 132.05 146.07 •Número de Froude aguas arriba -- 0.46 0.47 0.47 Parametros Geotecnicos Simbolo Und Valor 1.00 Clasificacion SUCS GP-GC 2.00 Diametro al 50% Curva Granulometrica mm ### 3.00 Diametro Medio Dm mm ### 4.00 Diametro al 84% Curva Granulometrica D84 mm ### 5.00 Diametro al 95% Curva Granulometrica D95 mm ### 6.00 Peso Especifico Agua 1.000 7.00 Peso Especifico Suelo 2.650 8.00 Peso especifico Mezcla agua-Sedimento 1.016 Entrada Puente Seccion 226 FR h1 V1 B1 A1 FR1 D50 tn/mᶟ tn/mᶟ tn/mᶟ
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Parametros que se usan para el calculo de socavacion
Transcript of Parametros Hidraulicos en formulas de socavacion
Parametros Geometricos Und Valor
1.00 Longitud del puente m 73.002.00 Ancho del Puente m 20.003.00 Ancho de pila m 1.804.00 Forma de Pila -- Cilindrica5.00 Ancho Efectivo en Seccion del Puente m 58.006.00 Forma de Estribo Cuadrado
Parametros Hidraulicos Simbolo UndTiempo de Retorno TR
50 100 150 200 250
Entra
da P
uent
e S
eccio
n 2
26 •Caudal de diseño Qd m /sᶟ 208.20 289.80 338.50 378.90 409.40•Profundidad promedio inicial h m 1.77 2.12 2.31 2.46 2.57•Ancho de la superficie libre del flujo B m 54.40 54.40 54.40 54.40 54.40•Area hidráulica A m² 96.02 115.38 125.75 133.91 139.84•Perímetro mojado P m 64.99 67.13 68.27 69.17 69.82•Radio hidráulico R m 1.48 1.72 1.84 1.94 2.00•Velocidad media del flujo V m/s 2.17 2.51 2.69 2.83 2.93
•Número de Froude -- 0.52 0.55 0.57 0.58 0.58
Sec
cion
245
•Profundidad promedio aguas arriba m 1.85 2.24 2.45 2.61 2.74
•Velocidad del flujo aguas arriba m/s 1.95 2.19 2.32 2.41 2.47
•Ancho de superficie del flujo aguas arriba m 64.85 66.19 66.85 67.33 67.67
•Area hidráulica aguas arriba m² 106.58 132.05 146.07 157.26 165.49
•Número de Froude aguas arriba -- 0.46 0.47 0.47 0.48 0.48
Parametros Geotecnicos Simbolo Und Valor
1.00 Clasificacion SUCS GP-GC 2.00 Diametro al 50% Curva Granulometrica mm 19.0003.00 Diametro Medio Dm mm 23.7504.00 Diametro al 84% Curva Granulometrica D84 mm 52.5005.00 Diametro al 95% Curva Granulometrica D95 mm 65.0006.00 Peso Especifico Agua 1.0007.00 Peso Especifico Suelo 2.6508.00 Peso especifico Mezcla agua-Sedimento 1.016
FR
h1
V1
B1
A1
FR1
D50
tn/mᶟtn/mᶟtn/mᶟ
Tiempo de Retorno TR
300 350 400 450 500442.20 451.40 470.70 489.90 503.50
2.68 2.72 2.78 2.84 2.8954.40 54.40 54.40 54.40 54.40
146.02 147.71 151.23 154.66 157.0470.50 70.69 71.08 71.46 71.722.07 2.09 2.13 2.16 2.193.03 3.06 3.11 3.17 3.21
0.59 0.59 0.60 0.60 0.60
2.86 2.90 2.97 3.04 3.09
2.54 2.56 2.59 2.63 2.65
68.03 68.13 68.33 68.52 68.66
174.09 176.46 181.38 186.19 189.54
0.48 0.48 0.48 0.48 0.48
Qd h B A P R V Socavacion General
m /sᶟ m m m² m m m/s -- m m/s m m² -- Lebediev Erosion Trans. Maza C. Ordoñez Neill
208.20 1.77 54.40 96.02 64.99 1.48 2.17 0.52 1.85 1.95 64.85 106.58 0.46289.80 2.12 54.40 115.38 67.13 1.72 2.51 0.55 2.24 2.19 66.19 132.05 0.47338.50 2.31 54.40 125.75 68.27 1.84 2.69 0.57 2.45 2.32 66.85 146.07 0.47378.90 2.46 54.40 133.91 69.17 1.94 2.83 0.58 2.61 2.41 67.33 157.26 0.48409.40 2.57 54.40 139.84 69.82 2.00 2.93 0.58 2.74 2.47 67.67 165.49 0.48
442.20 2.68 54.40 146.02 70.50 2.07 3.03 0.59 2.86 2.54 68.03 174.09 0.48451.40 2.72 54.40 147.71 70.69 2.09 3.06 0.59 2.90 2.56 68.13 176.46 0.48470.70 2.78 54.40 151.23 71.08 2.13 3.11 0.60 2.97 2.59 68.33 181.38 0.48489.90 2.84 54.40 154.66 71.46 2.16 3.17 0.60 3.04 2.63 68.52 186.19 0.48503.50 2.89 54.40 157.04 71.72 2.19 3.21 0.60 3.09 2.65 68.66 189.54 0.48
Qd h B A P R V Socavacion Contraccion
m /sᶟ m m m² m m m/s -- m m/s m m² -- Laursen Lebediev Straub Richardson Komura Neill
208.20 1.77 54.40 96.02 64.99 1.48 2.17 0.52 1.85 1.95 64.85 106.58 0.46289.80 2.12 54.40 115.38 67.13 1.72 2.51 0.55 2.24 2.19 66.19 132.05 0.47338.50 2.31 54.40 125.75 68.27 1.84 2.69 0.57 2.45 2.32 66.85 146.07 0.47378.90 2.46 54.40 133.91 69.17 1.94 2.83 0.58 2.61 2.41 67.33 157.26 0.48409.40 2.57 54.40 139.84 69.82 2.00 2.93 0.58 2.74 2.47 67.67 165.49 0.48442.20 2.68 54.40 146.02 70.50 2.07 3.03 0.59 2.86 2.54 68.03 174.09 0.48451.40 2.72 54.40 147.71 70.69 2.09 3.06 0.59 2.90 2.56 68.13 176.46 0.48470.70 2.78 54.40 151.23 71.08 2.13 3.11 0.60 2.97 2.59 68.33 181.38 0.48489.90 2.84 54.40 154.66 71.46 2.16 3.17 0.60 3.04 2.63 68.52 186.19 0.48503.50 2.89 54.40 157.04 71.72 2.19 3.21 0.60 3.09 2.65 68.66 189.54 0.48
Qd h B A P R V Socavacion Pilas
m /sᶟ m m m² m m m/s -- m m/s m m² -- CSU Froehlich Laursen Neill Larras Arrunachalam Carsten Breusers. N. S. Yaroslavtziev
208.20 1.77 54.40 96.02 64.99 1.48 2.17 0.52 1.85 1.95 64.85 106.58 0.46289.80 2.12 54.40 115.38 67.13 1.72 2.51 0.55 2.24 2.19 66.19 132.05 0.47338.50 2.31 54.40 125.75 68.27 1.84 2.69 0.57 2.45 2.32 66.85 146.07 0.47378.90 2.46 54.40 133.91 69.17 1.94 2.83 0.58 2.61 2.41 67.33 157.26 0.48409.40 2.57 54.40 139.84 69.82 2.00 2.93 0.58 2.74 2.47 67.67 165.49 0.48442.20 2.68 54.40 146.02 70.50 2.07 3.03 0.59 2.86 2.54 68.03 174.09 0.48451.40 2.72 54.40 147.71 70.69 2.09 3.06 0.59 2.90 2.56 68.13 176.46 0.48470.70 2.78 54.40 151.23 71.08 2.13 3.11 0.60 2.97 2.59 68.33 181.38 0.48489.90 2.84 54.40 154.66 71.46 2.16 3.17 0.60 3.04 2.63 68.52 186.19 0.48503.50 2.89 54.40 157.04 71.72 2.19 3.21 0.60 3.09 2.65 68.66 189.54 0.48
Qd h B A P R V Socavacion Estribos
m /sᶟ m m m² m m m/s -- m m/s m m² -- Froehlich Hire Artamonov Liu et al Inglis Khosla Et Lacey
208.20 1.77 54.40 96.02 64.99 1.48 2.17 0.52 1.85 1.95 64.85 106.58 0.46
FR h1 V1 B1 A1 FR1
FR h1 V1 B1 A1 FR1
FR h1 V1 B1 A1 FR1
FR h1 V1 B1 A1 FR1
289.80 2.12 54.40 115.38 67.13 1.72 2.51 0.55 2.24 2.19 66.19 132.05 0.47338.50 2.31 54.40 125.75 68.27 1.84 2.69 0.57 2.45 2.32 66.85 146.07 0.47378.90 2.46 54.40 133.91 69.17 1.94 2.83 0.58 2.61 2.41 67.33 157.26 0.48409.40 2.57 54.40 139.84 69.82 2.00 2.93 0.58 2.74 2.47 67.67 165.49 0.48442.20 2.68 54.40 146.02 70.50 2.07 3.03 0.59 2.86 2.54 68.03 174.09 0.48451.40 2.72 54.40 147.71 70.69 2.09 3.06 0.59 2.90 2.56 68.13 176.46 0.48470.70 2.78 54.40 151.23 71.08 2.13 3.11 0.60 2.97 2.59 68.33 181.38 0.48489.90 2.84 54.40 154.66 71.46 2.16 3.17 0.60 3.04 2.63 68.52 186.19 0.48503.50 2.89 54.40 157.04 71.72 2.19 3.21 0.60 3.09 2.65 68.66 189.54 0.48
Qd h B A P R V Socavacion General
m /sᶟ m m m² m m m/s -- m m/s m m² -- Lebediev Erosion Trans. Maza C. Ordoñez Neill
208.20 1.77 54.40 96.02 64.99 1.48 2.17 0.52 1.85 1.95 64.85 106.58 0.46289.80 2.12 54.40 115.38 67.13 1.72 2.51 0.55 2.24 2.19 66.19 132.05 0.47338.50 2.31 54.40 125.75 68.27 1.84 2.69 0.57 2.45 2.32 66.85 146.07 0.47378.90 2.46 54.40 133.91 69.17 1.94 2.83 0.58 2.61 2.41 67.33 157.26 0.48409.40 2.57 54.40 139.84 69.82 2.00 2.93 0.58 2.74 2.47 67.67 165.49 0.48
442.20 2.68 54.40 146.02 70.50 2.07 3.03 0.59 2.86 2.54 68.03 174.09 0.48451.40 2.72 54.40 147.71 70.69 2.09 3.06 0.59 2.90 2.56 68.13 176.46 0.48470.70 2.78 54.40 151.23 71.08 2.13 3.11 0.60 2.97 2.59 68.33 181.38 0.48489.90 2.84 54.40 154.66 71.46 2.16 3.17 0.60 3.04 2.63 68.52 186.19 0.48503.50 2.89 54.40 157.04 71.72 2.19 3.21 0.60 3.09 2.65 68.66 189.54 0.48
Qd h B A P R V Socavacion Contraccion
m /sᶟ m m m² m m m/s -- m m/s m m² -- Laursen Lebediev Straub Richardson Komura Neill
208.20 1.77 54.40 96.02 64.99 1.48 2.17 0.52 1.85 1.95 64.85 106.58 0.46289.80 2.12 54.40 115.38 67.13 1.72 2.51 0.55 2.24 2.19 66.19 132.05 0.47338.50 2.31 54.40 125.75 68.27 1.84 2.69 0.57 2.45 2.32 66.85 146.07 0.47378.90 2.46 54.40 133.91 69.17 1.94 2.83 0.58 2.61 2.41 67.33 157.26 0.48409.40 2.57 54.40 139.84 69.82 2.00 2.93 0.58 2.74 2.47 67.67 165.49 0.48442.20 2.68 54.40 146.02 70.50 2.07 3.03 0.59 2.86 2.54 68.03 174.09 0.48451.40 2.72 54.40 147.71 70.69 2.09 3.06 0.59 2.90 2.56 68.13 176.46 0.48470.70 2.78 54.40 151.23 71.08 2.13 3.11 0.60 2.97 2.59 68.33 181.38 0.48489.90 2.84 54.40 154.66 71.46 2.16 3.17 0.60 3.04 2.63 68.52 186.19 0.48503.50 2.89 54.40 157.04 71.72 2.19 3.21 0.60 3.09 2.65 68.66 189.54 0.48
FR h1 V1 B1 A1 FR1
FR h1 V1 B1 A1 FR1
Qd h B A P R V Socavacion Pilas
m /sᶟ m m m² m m m/s -- m m/s m m² -- CSU Froehlich Laursen Neill Larras Arrunachalam Carsten Breusers. N. S. Yaroslavtziev
208.20 1.77 54.40 96.02 64.99 1.48 2.17 0.52 1.85 1.95 64.85 106.58 0.46289.80 2.12 54.40 115.38 67.13 1.72 2.51 0.55 2.24 2.19 66.19 132.05 0.47338.50 2.31 54.40 125.75 68.27 1.84 2.69 0.57 2.45 2.32 66.85 146.07 0.47378.90 2.46 54.40 133.91 69.17 1.94 2.83 0.58 2.61 2.41 67.33 157.26 0.48409.40 2.57 54.40 139.84 69.82 2.00 2.93 0.58 2.74 2.47 67.67 165.49 0.48442.20 2.68 54.40 146.02 70.50 2.07 3.03 0.59 2.86 2.54 68.03 174.09 0.48451.40 2.72 54.40 147.71 70.69 2.09 3.06 0.59 2.90 2.56 68.13 176.46 0.48470.70 2.78 54.40 151.23 71.08 2.13 3.11 0.60 2.97 2.59 68.33 181.38 0.48489.90 2.84 54.40 154.66 71.46 2.16 3.17 0.60 3.04 2.63 68.52 186.19 0.48503.50 2.89 54.40 157.04 71.72 2.19 3.21 0.60 3.09 2.65 68.66 189.54 0.48
Qd h B A P R V Socavacion Estribos
m /sᶟ m m m² m m m/s -- m m/s m m² -- Froehlich Hire Artamonov Liu et al Inglis Khosla Et Lacey
208.20 1.77 54.40 96.02 64.99 1.48 2.17 0.52 1.85 1.95 64.85 106.58 0.46289.80 2.12 54.40 115.38 67.13 1.72 2.51 0.55 2.24 2.19 66.19 132.05 0.47338.50 2.31 54.40 125.75 68.27 1.84 2.69 0.57 2.45 2.32 66.85 146.07 0.47378.90 2.46 54.40 133.91 69.17 1.94 2.83 0.58 2.61 2.41 67.33 157.26 0.48409.40 2.57 54.40 139.84 69.82 2.00 2.93 0.58 2.74 2.47 67.67 165.49 0.48442.20 2.68 54.40 146.02 70.50 2.07 3.03 0.59 2.86 2.54 68.03 174.09 0.48451.40 2.72 54.40 147.71 70.69 2.09 3.06 0.59 2.90 2.56 68.13 176.46 0.48470.70 2.78 54.40 151.23 71.08 2.13 3.11 0.60 2.97 2.59 68.33 181.38 0.48489.90 2.84 54.40 154.66 71.46 2.16 3.17 0.60 3.04 2.63 68.52 186.19 0.48503.50 2.89 54.40 157.04 71.72 2.19 3.21 0.60 3.09 2.65 68.66 189.54 0.48
FR h1 V1 B1 A1 FR1
FR h1 V1 B1 A1 FR1
