Documento complementario al “Estudio hidráulico del … · de las dimensiones definidas en el proyecto de ejecución. Para cada una de ellas se establecerán las correspondientes

ASTIV INGENIERÍA S.L.

Documento complementario al “Estudio hidráulico del río Herrerías en Gordexola”en Gordexola

FechaAbril de 2013

AutoresRicardo Luís Urretxo GarcíaIngeniero de Caminos, Canales y Puertosg yJorge Roa GonzálezIngeniero de Caminos, Canales y Puertos

ESTUDIO HIDRAULICO DEL RÍO HERRERÍAS EN GORDEXOLA (BIZKAIA)

REF: 171.03 REV: 00 ESTUDIO HIDRÁULICO 1 de 20

ESTUDIO HIDRÁULICO



1.- ANTECEDENTES Y OBJETO DEL ESTUDIO

El tramo de estudio abarca los aproximadamente 2200 metros que ya contemplaba en su momento

el documento denominado "ESTUDIO HIDRÁULICO DEL RIO HERRERÍAS A SU PASO POR LA

POBLACIÓN DE GORDEXOLA (BIZKAIA)", redactado en octubre de 2009 por la empresa HMG

Ingeniería y Consultoría para la Agencia Vasca del Agua, Uragentzia (en adelante, URA). Dicho tramo se

corresponde, según se cita literalmente en el mencionado documento, con "(...) el tramo comprendido entre

la sección inicial, definida a unos 250 metros aguas abajo del nuevo puente del barrio de Zubiete- y la

sección aguas arriba definida 150 metros antes del puente existente en el barrio de Oxinando.(...)".

El estudio inicial a que anteriormente se hacía referencia refería que "(...) El objeto del trabajo es

determinar la influencia del nuevo polígono respecto a la inundabilidad de la zona en la Situación Original

–estado existente previo a su construcción-, así como también evaluar las posibles actuaciones tendentes a

disminuir las afecciones derivadas en época de avenidas, atendiendo al estado actual de los terrenos,

edificaciones e infraestructuras existentes. (...)".

En cambio, el presente estudio tiene por objeto valorar la afección que la pasarela peatonal, que se

prevé construir unos metros aguas arriba del antiguo azud, pueda generar sobre el entorno desde el punto de

vista puramente hidráulico.

Así pues, el presente Estudio Hidráulico tiene por objeto definir la posición en planta y alzado

de la pasarela, valorando claramente su influencia sobre las condiciones del flujo y sobre el cauce en sí

mismo.

2.- SITUACIONES DE CÁLCULO

Se estudian las siguientes tres situaciones en el cauce del río Herrerías:

Estado ACTUAL tras la demolición del azud. Situación obtenida del estudio hidráulico de 2009.

Estado ACTUAL, con el azud demolido. Esta situación ha sido obtenida del estudio hidráulico existente redactado en octubre de 2009; se aumenta la densidad de datos al añadirse la sección 904, la cual no fue considerada en el estudio hidráulico original de URA.

Estado PROYECTADO, con el azud demolido. Esta situación ha sido calculada para el presente estudio hidráulico por ASTIV INGENIERÍA. Para ello se ha introducido la sección 904 (aguas arriba de la pasarela proyectada) y la propia pasarela en la sección 902, de las dimensiones definidas en el proyecto de ejecución.

Para cada una de ellas se establecerán las correspondientes manchas de inundación para los periodos de



retorno de 10, 100 y 500 años y se podrá comparar el efecto que cada actuación tiene sobre dichas manchas.

3.- CONDICIONES DE CONTORNO

De acuerdo con el mencionado Estudio, las condiciones de contorno consideradas en el cálculo han sido las siguientes:

" (...) Para la determinación de las condiciones de borde se consideraron los siguientes criterios: - Condiciones de simulación en régimen subcrítico - Flujo Unidimensional en régimen permanente, gradualmente variado. - Condiciones de Borde: Caudales constantes por tramos, incidiendo en las Secciones de control

(primera sección aguas arriba del tramo) y niveles de agua constante desde la última sección aguas abajo. (...)

(...) Caudales: serie de caudales que se corresponden con las avenidas de cálculo que surgen

de aplicación de las gráficas del PHNII Condición de borde: Calado normal en la sección aguas abajo correspondiente a una pendiente

de la línea de energía igual al 0,464 %. (...) " Estas mismas condiciones de contorno son las aplicadas en el presente modelo.



4.- MODELOS REALIZADOS

Con los condicionantes antes descritos, y para las situaciones que se hace necesario estudiar, se

modelizan los siguientes tres casos:

MODELO CARACTERÍSTICAS

ACTUAL

Tras la demolición del azud. Situación obtenida del estudio hidráulico de 2009.

ACTUAL (Con sección 904)

Con el azud. Esta situación ha sido obtenida del estudio hidráulico existente redactado en octubre de 2009; se aumenta la densidad de datos al añadirse la sección 904, la cual no fue considerada en el estudio hidráulico original de URA.

PROYECTADO (Con sección 904 + pasarela)

con el azud demolido. Esta situación ha sido calculada para el presente estudio hidráulico por ASTIV INGENIERÍA. Para ello se ha introducido la sección 904 (aguas arriba de la pasarela proyectada) y la propia pasarela en la sección 902.

5.- MODELOS OBTENIDOS.

5.1.- ESTADO ACTUAL (SIN SECCIÓN 904)

Las manchas de inundación que se obtienen al correr el modelo HEC-Ras ver. 4.011 son las

siguientes:



Q-10

Q-100

2220.37

2066.35

1991.85

1958.05

1925.04

1861.65 1829.15

1769.14

1728.18

1700.88

1615.20 1565.35

1507.23

1422.03

1343.81

1305.02 1239.77

1151.36 1075.50

976.20

946.08

866.05

805.67 766.41

689.22

658.87 589.22

548.26

491.66

466.43

411.76 290.09

249.44

208.12

Gordexola Plan: Plan 11Geom: Estado Actual (Secciones+AZUD)

Legend

WS Q 10

Ground

Ineff

Bank Sta

Levee

2220.37

2066.35

1991.85

1958.05

1925.04

1861.65 1829.15

1769.14

1728.18

1700.88

1615.20 1565.35

1507.23

1422.03

1343.81

1305.02 1239.77

1151.36 1075.50

976.20

946.08

866.05

805.67 766.41

689.22

658.87 589.22

548.26

491.66

466.43

411.76 290.09

249.44

208.12

Gordexola P lan: Plan 11Geom: Estado Actual (Secciones+AZUD)

Legend

WS Q 100

Ground

Ineff

Bank Sta

Levee



Q-500

Perfil longitudinal del canal en la simulación:

A continuación se procede a mostrar los perfiles transversales de la simulación:

2220.37

2066.35

1991.85

1958.05

1925.04

1861.65 1829.15

1769.14

1728.18

1700.88

1615.20 1565.35

1507.23

1422.03

1343.81

1305.02 1239.77

1151.36 1075.50

976.20

946.08

866.05

805.67 766.41

689.22

658.87 589.22

548.26

491.66

466.43

411.76 290.09

249.44

208.12


Legend

WS Q 500

Ground

Ineff

Bank Sta

Levee

0 500 1000 1500 2000 250055

60

65

70

75

80


Main Channel Distance (m)

Ele

vatio

n (

m)

Legend

EG Q 500

WS Q 500

Crit Q 500

Ground

Right Levee

Rio Herrerias GORDEXOLA



PERFILES TRANSVERSALES ESTADO ACTUAL (SIN SECCIÓN 904)

0 50 100 150 200 250 300 35065

70

75

80

85

90

95


RS = 2220.37

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .04 .07

0 50 100 150 200 250 30065

70

75

80

85

90

95


RS = 2066.35

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .04 .07

0 50 100 150 200 250 300 35065

70

75

80

85

90

95


RS = 2024.96

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 500

Crit Q 100

Crit Q 10

Ground

Bank Sta

.07 .04 .07

0 50 100 150 200 250 300 35065

70

75

80

85

90

95


RS = 2021.68 BR Puente 3 (Oxinando Auzoa)

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

Crit Q 500

EG Q 100

WS Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.07 .04 .07

0 50 100 150 200 250 300 35065

70

75

80

85

90

95



Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

Crit Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.07 .04 .07

0 50 100 150 200 250 300 35065

70

75

80

85

90

95


RS = 2019.01

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .04 .07

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1991.85

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1958.05

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1925.04

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

EG Q 10

WS Q 100

Crit Q 100

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90

95


RS = 1890.16

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1861.65

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1829.15

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1799.16

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1769.14

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1747.60

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

Crit Q 500

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1728.18

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

WS Q 10

Crit Q 100

Crit Q 10

Ground

Levee

Bank Sta

.05 .038 .065

0 50 100 150 200 250 30064

66

68

70

72

74

76

78

80

82


RS = 1700.88

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.05 .043 .065

0 50 100 150 200 250 30064

66

68

70

72

74

76

78

80

82


RS = 1677.15

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

EG Q 10

Crit Q 100

WS Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.05 .043 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1615.20

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.05 .043 .065

0 50 100 150 200 250 30064

66

68

70

72

74

76

78

80

82


RS = 1565.35

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.05 .043 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1535.14

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1507.23

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 35060

65

70

75

80

85

90


RS = 1480.93

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 35064

66

68

70

72

74

76

78

80

82


RS = 1422.03

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 350 40062

64

66

68

70

72

74

76

78

80


RS = 1343.81

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 350 40060

65

70

75

80

85

90


RS = 1305.02

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

EG Q 10

WS Q 100

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 100 200 300 40060

65

70

75

80

85


RS = 1239.77

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 35060

65

70

75

80

85

90


RS = 1151.36

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

WS Q 10

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 350 40060

65

70

75

80

85

90


RS = 1075.50

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.05 .033 .065

0 50 100 150 200 250 300 350 40060

65

70

75

80

85

90


RS = 1038.64

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.05 .033 .065

0 50 100 150 200 250 300 350 40060

65

70

75

80

85


RS = 1013.25

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.05 .033 .065

0 100 200 300 40060

65

70

75

80

85

90


RS = 976.20

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Ground

Bank Sta

.05 .033 .065

0 100 200 300 40062

64

66

68

70

72

74

76


RS = 946.08

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Ground

Bank Sta

.05 .033 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 920.03

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 898.33

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 883.95

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 500

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 866.05

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 500

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85


RS = 840.73

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 500

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85


RS = 805.67

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

WS Q 100

Crit Q 500

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.1 .043

.065

0 100 200 300 400 50060

65

70

75

80

85


RS = 766.41

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85


RS = 726.85

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85


RS = 689.22

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.07 .043

.05

0 100 200 300 400 50060

65

70

75

80

85


RS = 658.87

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.07 .043

.05

0 100 200 300 400 50060

65

70

75

80

85


RS = 621.61

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.07 .043

.05

0 100 200 300 400 50060

65

70

75

80

85


RS = 589.22

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .043

.05

0 100 200 300 400 50060

65

70

75

80

85


RS = 548.26

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

Crit Q 500

WS Q 10

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.07 .043 .05

0 100 200 300 400 50060

65

70

75

80

85


RS = 529.06

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.07 .038 .05

0 50 100 150 200 250 300 35058

60

62

64

66

68

70

72

74

76


RS = 491.66

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 500

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.07 .038 .05

0 50 100 150 200 250 30058

60

62

64

66

68

70

72

74

76

78


RS = 466.43

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Crit Q 10

Ground

Bank Sta

.07 .038 .05

0 50 100 150 200 250 30058

60

62

64

66

68

70

72

74

76

78


RS = 458.35 BR Puente 2 (ZUBIETE)

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

Crit Q 500

EG Q 100

Crit Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 10

Ground

Bank Sta

.07 .038 .05

0 50 100 150 200 250 30058

60

62

64

66

68

70

72

74

76



Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

Crit Q 500

EG Q 100

Crit Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.1 .04 .05

0 50 100 150 200 250 30058

60

62

64

66

68

70

72

74

76


RS = 455.17

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.1 .04 .05

0 50 100 150 200 25058

60

62

64

66

68

70

72

74

76


RS = 411.76

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.1 .04 .05

0 50 100 150 200 25058

60

62

64

66

68

70

72

74

76

78


RS = 366.13

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.1 .043 .05

0 50 100 150 200 25055

60

65

70

75

80


RS = 290.09

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .035 .07

0 20 40 60 80 100 120 140 16055

60

65

70

75

80


RS = 249.44

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .035 .07

0 20 40 60 80 100 120 140 16055

60

65

70

75

80


RS = 243.30 BR Puente 1 (Nuevo)

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .035 .07

0 20 40 60 80 100 120 140 16055

60

65

70

75

80



Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

EG Q 10

WS Q 100

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.07 .035 .07

0 20 40 60 80 100 120 140 16055

60

65

70

75

80


RS = 237.66

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

EG Q 10

WS Q 100

Crit Q 100

WS Q 10

Ground

Bank Sta

.07 .035 .07

0 20 40 60 80 100 120 140 160 18055

60

65

70

75

80


RS = 208.12

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.07 .035 .07

0 50 100 150 200 25056

58

60

62

64

66

68

70

72

74

76


RS = 0.00

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Crit Q 10

Ground

Bank Sta

.07 .043 .1



RESULTADOS DE LA SIMULACIÓN ESTADO ACTUAL (SIN SECCIÓN 904)

HEC-RAS Plan: Plan 10 River: Rio Herrerias Reach: GORDEXOLA

Reach River Sta Profile Q Total W.S. Elev E.G. Elev Vel Chnl Top Width

(m3/s) (m) (m) (m/s) (m)

GORDEXOLA 2220.37 Q 10 262.23 73.65 74.24 3.50 67.02

GORDEXOLA 2220.37 Q 100 419.57 75.45 75.74 2.77 86.41

GORDEXOLA 2220.37 Q 500 629.35 75.86 76.34 3.65 156.09

GORDEXOLA 2066.35 Q 10 262.23 73.63 73.84 2.07 39.88

GORDEXOLA 2066.35 Q 100 419.57 75.33 75.55 2.20 183.03

GORDEXOLA 2066.35 Q 500 629.35 75.67 76.04 2.95 184.64

GORDEXOLA 2024.96 Q 10 262.23 73.50 73.77 2.31 28.58

GORDEXOLA 2024.96 Q 100 419.57 75.26 75.50 2.34 173.21

GORDEXOLA 2024.96 Q 500 629.35 75.48 75.94 3.25 179.95

GORDEXOLA 2021.68 Q 10 262.23 73.50 73.77

GORDEXOLA 2021.68 Q 100 419.57 75.26 75.50

GORDEXOLA 2021.68 Q 500 629.35 75.48 75.94

GORDEXOLA 2019.01 Q 10 262.23 72.11 72.78 3.70 24.44

GORDEXOLA 2019.01 Q 100 419.57 73.06 74.10 4.65 27.45

GORDEXOLA 2019.01 Q 500 629.35 74.05 75.52 5.61 69.67

GORDEXOLA 1991.85 Q 10 262.23 72.25 72.53 2.32 27.18

GORDEXOLA 1991.85 Q 100 419.57 73.27 73.74 3.04 47.61

GORDEXOLA 1991.85 Q 500 629.35 74.38 75.03 3.66 123.22

GORDEXOLA 1958.05 Q 10 262.23 71.85 72.43 3.37 24.38

GORDEXOLA 1958.05 Q 100 419.57 72.67 73.61 4.30 34.73

GORDEXOLA 1958.05 Q 500 629.35 73.73 74.89 4.89 76.69

GORDEXOLA 1925.04 Q 10 262.23 71.33 72.22 4.17 25.07

GORDEXOLA 1925.04 Q 100 419.57 72.21 73.38 4.79 31.60

GORDEXOLA 1925.04 Q 500 629.35 72.86 74.61 5.87 39.62

GORDEXOLA 1890.16 Q 10 262.23 71.27 71.93 3.58 24.84

GORDEXOLA 1890.16 Q 100 419.57 72.09 73.08 4.42 36.73

GORDEXOLA 1890.16 Q 500 629.35 72.54 74.23 5.81 46.22

GORDEXOLA 1861.65 Q 10 262.23 71.17 71.77 3.45 27.88

GORDEXOLA 1861.65 Q 100 419.57 72.06 72.84 3.91 40.64

GORDEXOLA 1861.65 Q 500 629.35 72.65 73.84 4.84 59.36

GORDEXOLA 1829.15 Q 10 262.23 71.16 71.58 2.88 34.54

GORDEXOLA 1829.15 Q 100 419.57 72.07 72.61 3.27 51.98

GORDEXOLA 1829.15 Q 500 629.35 72.77 73.53 3.87 80.98

GORDEXOLA 1799.16 Q 10 262.23 71.10 71.48 2.73 47.74

GORDEXOLA 1799.16 Q 100 419.57 71.99 72.50 3.25 54.43

GORDEXOLA 1799.16 Q 500 629.35 72.62 73.41 4.08 76.38

GORDEXOLA 1769.14 Q 10 262.23 71.05 71.39 2.61 46.85

GORDEXOLA 1769.14 Q 100 419.57 71.94 72.41 3.12 79.93

GORDEXOLA 1769.14 Q 500 629.35 72.63 73.27 3.73 139.04

GORDEXOLA 1747.60 Q 10 262.23 71.02 71.33 2.46 46.02

GORDEXOLA 1747.60 Q 100 419.57 71.92 72.35 2.97 65.75

GORDEXOLA 1747.60 Q 500 629.35 72.55 73.21 3.71 159.05

HEC-RAS Plan: Plan 10 River: Rio Herrerias Reach: GORDEXOLA (Continued)


(m3/s) (m) (m) (m/s) (m)

GORDEXOLA 1728.18 Q 10 262.23 70.96 71.28 2.55 42.93

GORDEXOLA 1728.18 Q 100 419.57 71.84 72.31 3.08 60.48

GORDEXOLA 1728.18 Q 500 629.35 72.41 73.14 3.91 86.35

GORDEXOLA 1700.88 Q 10 262.23 70.77 71.19 2.88 43.79

GORDEXOLA 1700.88 Q 100 419.57 71.75 72.23 3.17 127.22

GORDEXOLA 1700.88 Q 500 629.35 72.50 72.98 3.40 175.97

GORDEXOLA 1677.15 Q 10 262.23 69.98 70.97 4.41 23.62

GORDEXOLA 1677.15 Q 100 419.57 70.94 72.02 4.65 56.78

GORDEXOLA 1677.15 Q 500 629.35 71.88 72.82 4.57 117.47

GORDEXOLA 1615.20 Q 10 262.23 69.88 70.35 3.04 32.63

GORDEXOLA 1615.20 Q 100 419.57 70.68 71.35 3.63 48.17

GORDEXOLA 1615.20 Q 500 629.35 71.57 72.33 3.97 123.47

GORDEXOLA 1565.35 Q 10 262.23 69.74 70.11 2.69 39.74

GORDEXOLA 1565.35 Q 100 419.57 70.54 71.06 3.22 76.05

GORDEXOLA 1565.35 Q 500 629.35 71.54 72.07 3.40 145.59

GORDEXOLA 1535.14 Q 10 262.23 69.40 69.96 3.30 37.56

GORDEXOLA 1535.14 Q 100 419.57 70.14 70.90 3.89 45.31

GORDEXOLA 1535.14 Q 500 629.35 70.81 71.89 4.62 53.53

GORDEXOLA 1507.23 Q 10 262.23 69.35 69.82 3.05 41.96

GORDEXOLA 1507.23 Q 100 419.57 70.09 70.76 3.65 44.45

GORDEXOLA 1507.23 Q 500 629.35 70.75 71.73 4.43 68.54

GORDEXOLA 1480.93 Q 10 262.23 69.21 69.72 3.15 37.97

GORDEXOLA 1480.93 Q 100 419.57 69.92 70.65 3.80 47.22

GORDEXOLA 1480.93 Q 500 629.35 70.64 71.62 4.45 88.48

GORDEXOLA 1422.03 Q 10 262.23 68.89 69.46 3.34 40.92

GORDEXOLA 1422.03 Q 100 419.57 69.62 70.39 3.93 49.28

GORDEXOLA 1422.03 Q 500 629.35 70.37 71.37 4.53 93.36

GORDEXOLA 1343.81 Q 10 262.23 68.66 69.13 3.05 45.38

GORDEXOLA 1343.81 Q 100 419.57 69.37 70.06 3.71 65.77

GORDEXOLA 1343.81 Q 500 629.35 70.23 71.02 4.11 173.57

GORDEXOLA 1305.02 Q 10 262.23 68.12 68.91 3.94 40.35

GORDEXOLA 1305.02 Q 100 419.57 68.86 69.85 4.45 48.72

GORDEXOLA 1305.02 Q 500 629.35 69.67 70.83 4.89 103.43

GORDEXOLA 1239.77 Q 10 262.23 67.95 68.48 3.25 41.34

GORDEXOLA 1239.77 Q 100 419.57 68.69 69.44 3.89 49.45

GORDEXOLA 1239.77 Q 500 629.35 69.40 70.43 4.59 81.63

GORDEXOLA 1151.36 Q 10 262.23 67.76 68.14 2.76 41.59

GORDEXOLA 1151.36 Q 100 419.57 68.53 69.08 3.29 51.71

GORDEXOLA 1151.36 Q 500 629.35 69.28 70.02 3.87 100.86

GORDEXOLA 1075.50 Q 10 262.23 67.31 67.85 3.25 41.53

GORDEXOLA 1075.50 Q 100 419.57 68.29 68.83 3.23 61.16



(m3/s) (m) (m) (m/s) (m)

GORDEXOLA 1075.50 Q 500 629.35 69.10 69.77 3.61 64.01

GORDEXOLA 1038.64 Q 10 262.23 67.08 67.66 3.39 39.71

GORDEXOLA 1038.64 Q 100 419.57 67.96 68.67 3.76 48.82

GORDEXOLA 1038.64 Q 500 629.35 68.41 69.57 4.84 49.43

GORDEXOLA 1013.25 Q 10 262.23 67.05 67.53 3.07 36.31

GORDEXOLA 1013.25 Q 100 419.57 67.95 68.53 3.39 49.64

GORDEXOLA 1013.25 Q 500 629.35 68.49 69.36 4.15 72.94

GORDEXOLA 976.20 Q 10 262.23 66.88 67.39 3.18 34.31

GORDEXOLA 976.20 Q 100 419.57 67.68 68.38 3.73 85.32

GORDEXOLA 976.20 Q 500 629.35 68.40 69.18 4.11 189.69

GORDEXOLA 946.08 Q 10 262.23 66.80 67.27 3.04 37.69

GORDEXOLA 946.08 Q 100 419.57 67.61 68.25 3.53 73.24

GORDEXOLA 946.08 Q 500 629.35 68.23 69.06 4.16 174.61

GORDEXOLA 920.03 Q 10 262.23 66.46 67.10 3.55 34.33

GORDEXOLA 920.03 Q 100 419.57 67.54 68.10 3.34 73.86

GORDEXOLA 920.03 Q 500 629.35 68.22 68.89 3.74 236.78

GORDEXOLA 898.33 Q 10 262.23 66.28 66.88 3.47 50.72

GORDEXOLA 898.33 Q 100 419.57 67.43 67.97 3.33 75.86

GORDEXOLA 898.33 Q 500 629.35 68.18 68.75 3.61 251.71

GORDEXOLA 883.95 Q 10 262.23 66.62 66.71 1.26 56.25

GORDEXOLA 883.95 Q 100 419.57 67.71 67.83 1.54 183.90

GORDEXOLA 883.95 Q 500 629.35 68.44 68.61 1.87 268.87

GORDEXOLA 866.05 Q 10 262.23 66.54 66.69 1.68 46.44

GORDEXOLA 866.05 Q 100 419.57 67.60 67.80 2.00 192.66

GORDEXOLA 866.05 Q 500 629.35 68.33 68.58 2.33 277.19

GORDEXOLA 840.73 Q 10 262.23 66.38 66.64 2.26 39.75

GORDEXOLA 840.73 Q 100 419.57 67.39 67.75 2.75 147.92

GORDEXOLA 840.73 Q 500 629.35 68.13 68.53 3.08 266.89

GORDEXOLA 805.67 Q 10 262.23 66.15 66.55 2.80 27.61

GORDEXOLA 805.67 Q 100 419.57 66.97 67.63 3.61 47.43

GORDEXOLA 805.67 Q 500 629.35 67.59 68.39 4.23 287.48

GORDEXOLA 766.41 Q 10 262.23 65.96 66.41 2.98 26.44

GORDEXOLA 766.41 Q 100 419.57 66.80 67.46 3.64 122.02

GORDEXOLA 766.41 Q 500 629.35 67.54 68.16 3.84 319.48

GORDEXOLA 726.85 Q 10 262.23 65.80 66.26 2.98 30.87

GORDEXOLA 726.85 Q 100 419.57 66.58 67.26 3.72 149.57

GORDEXOLA 726.85 Q 500 629.35 67.46 67.98 3.62 265.67

GORDEXOLA 689.22 Q 10 262.23 65.74 66.11 2.73 50.14

GORDEXOLA 689.22 Q 100 419.57 66.67 67.05 2.99 226.02

GORDEXOLA 689.22 Q 500 629.35 67.59 67.81 2.60 289.02

GORDEXOLA 658.87 Q 10 262.23 65.60 66.02 2.87 36.72



(m3/s) (m) (m) (m/s) (m)

GORDEXOLA 658.87 Q 100 419.57 66.47 66.95 3.28 156.85

GORDEXOLA 658.87 Q 500 629.35 67.49 67.75 2.81 263.55

GORDEXOLA 621.61 Q 10 262.23 65.52 65.89 2.70 38.47

GORDEXOLA 621.61 Q 100 419.57 66.29 66.82 3.37 147.20

GORDEXOLA 621.61 Q 500 629.35 67.36 67.68 2.98 259.96

GORDEXOLA 589.22 Q 10 262.23 65.56 65.78 2.21 72.66

GORDEXOLA 589.22 Q 100 419.57 66.38 66.67 2.70 189.76

GORDEXOLA 589.22 Q 500 629.35 67.39 67.59 2.54 264.89

GORDEXOLA 548.26 Q 10 262.23 65.40 65.70 2.45 47.06

GORDEXOLA 548.26 Q 100 419.57 66.12 66.57 3.09 139.17

GORDEXOLA 548.26 Q 500 629.35 67.11 67.51 3.18 205.63

GORDEXOLA 529.06 Q 10 262.23 65.27 65.65 2.74 41.35

GORDEXOLA 529.06 Q 100 419.57 65.96 66.51 3.39 120.82

GORDEXOLA 529.06 Q 500 629.35 67.11 67.46 3.02 224.94

GORDEXOLA 491.66 Q 10 262.23 65.27 65.55 2.39 112.99

GORDEXOLA 491.66 Q 100 419.57 66.07 66.36 2.69 205.90

GORDEXOLA 491.66 Q 500 629.35 67.18 67.36 2.41 252.76

GORDEXOLA 466.43 Q 10 262.23 65.14 65.50 2.66 64.29

GORDEXOLA 466.43 Q 100 419.57 65.54 66.21 3.72 125.48

GORDEXOLA 466.43 Q 500 629.35 66.96 67.29 3.04 164.09

GORDEXOLA 458.35 Q 10 262.23 65.14 65.50

GORDEXOLA 458.35 Q 100 419.57 65.54 66.21

GORDEXOLA 458.35 Q 500 629.35 66.96 67.29

GORDEXOLA 455.17 Q 10 262.23 64.03 64.70 3.64 22.26

GORDEXOLA 455.17 Q 100 419.57 64.78 65.89 4.69 31.38

GORDEXOLA 455.17 Q 500 629.35 66.10 67.28 4.97 137.81

GORDEXOLA 411.76 Q 10 262.23 63.97 64.39 2.96 81.71

GORDEXOLA 411.76 Q 100 419.57 65.02 65.35 2.85 131.45

GORDEXOLA 411.76 Q 500 629.35 66.51 66.70 2.34 144.52

GORDEXOLA 366.13 Q 10 262.23 63.86 64.23 2.83 108.37

GORDEXOLA 366.13 Q 100 419.57 64.96 65.24 2.67 138.17

GORDEXOLA 366.13 Q 500 629.35 66.49 66.65 2.22 171.71

GORDEXOLA 290.09 Q 10 262.23 63.11 63.85 3.81 45.42

GORDEXOLA 290.09 Q 100 419.57 64.13 64.96 4.04 103.66

GORDEXOLA 290.09 Q 500 629.35 66.36 66.57 2.42 130.58

GORDEXOLA 249.44 Q 10 262.23 62.94 63.57 3.51 36.40

GORDEXOLA 249.44 Q 100 419.57 63.71 64.70 4.41 43.24

GORDEXOLA 249.44 Q 500 629.35 64.99 66.21 4.89 104.61

GORDEXOLA 243.30 Q 10 262.23 62.94 63.57

GORDEXOLA 243.30 Q 100 419.57 63.71 64.70

GORDEXOLA 243.30 Q 500 629.35 64.99 66.21



(m3/s) (m) (m) (m/s) (m)

GORDEXOLA 237.66 Q 10 262.23 62.83 63.48 3.61 35.40

GORDEXOLA 237.66 Q 100 419.57 63.40 64.50 4.71 40.43

GORDEXOLA 237.66 Q 500 629.35 64.09 65.66 5.69 61.52

GORDEXOLA 208.12 Q 10 262.23 62.75 63.32 3.39 60.45

GORDEXOLA 208.12 Q 100 419.57 63.40 64.20 4.14 92.91

GORDEXOLA 208.12 Q 500 629.35 64.07 65.04 4.79 100.98

GORDEXOLA 0.00 Q 10 262.23 61.89 62.50 3.73 91.88

GORDEXOLA 0.00 Q 100 419.57 62.62 63.28 4.21 112.18

GORDEXOLA 0.00 Q 500 629.35 63.34 64.06 4.66 116.01



5.2.- ESTADO ACTUAL (INTRODUCCIÓN DE SECCIÓN 904)

Las manchas de inundación que se obtienen al correr el modelo HEC-Ras ver. 4.011 son las

siguientes: Q-10

Q-100

2220.37

2066.35

2024.96

1890.16

1829.15 1769.14

1677.15 1615.20

1565.35

1535.14

1422.03 1305.02

1239.77

1075.50 1013.25

946.08

920.03 898.33

840.73 805.67

766.41 726.85

658.87 621.61

589.22 548.26

411.76 366.13

290.09 208.12

Gordexola P lan: Plan 08Geom: CON 904 Y SIN PASARELA

Legend

WS Q 10

Ground

Ineff

Bank Sta

Levee

2220.37

2066.35

2024.96

1890.16

1829.15 1769.14

1677.15 1615.20

1565.35

1535.14

1422.03 1305.02

1239.77

1075.50 1013.25

946.08

920.03 898.33

840.73 805.67

766.41 726.85

658.87 621.61

589.22 548.26

411.76 366.13

290.09 208.12


Legend

WS Q 100

Ground

Ineff

Bank Sta

Levee



Q500


2220.37

2066.35

2024.96

1890.16

1829.15 1769.14

1677.15 1615.20

1565.35

1535.14

1422.03 1305.02

1239.77

1075.50 1013.25

946.08

920.03 898.33

840.73 805.67

766.41 726.85

658.87 621.61

589.22 548.26

411.76 366.13

290.09 208.12


Legend

WS Q 500

Ground

Ineff

Bank Sta

Levee

0 500 1000 1500 2000 250055

60

65

70

75

80



Ele

vatio

n (

m)

Legend

EG Q 500

WS Q 500

Crit Q 500

Ground

Right Levee




PERFILES TRANSVERSALES ESTADO ACTUAL CON SECCIÓN 904

0 50 100 150 200 250 300 35065

70

75

80

85

90

95

Gordexola Plan: Plan 08Geom: CON 904 Y SIN PASARELA

RS = 2220.37

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .04 .07

0 50 100 150 200 250 30065

70

75

80

85

90

95


RS = 2066.35

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .04 .07

0 50 100 150 200 250 300 35065

70

75

80

85

90

95


RS = 2024.96

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 500

Crit Q 100

Crit Q 10

Ground

Bank Sta

.07 .04 .07

0 50 100 150 200 250 300 35065

70

75

80

85

90

95



Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

Crit Q 500

EG Q 100

WS Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.07 .04 .07

0 50 100 150 200 250 300 35065

70

75

80

85

90

95



Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

Crit Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.07 .04 .07

0 50 100 150 200 250 300 35065

70

75

80

85

90

95


RS = 2019.01

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .04 .07

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1991.85

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1958.05

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1925.04

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

EG Q 10

WS Q 100

Crit Q 100

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90

95


RS = 1890.16

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1861.65

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1829.15

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1799.16

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1769.14

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1747.60

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

Crit Q 500

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1728.18

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

WS Q 10

Crit Q 100

Crit Q 10

Ground

Levee

Bank Sta

.05 .038 .065

0 50 100 150 200 250 30064

66

68

70

72

74

76

78

80

82


RS = 1700.88

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.05 .043 .065

0 50 100 150 200 250 30064

66

68

70

72

74

76

78

80

82


RS = 1677.15

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

EG Q 10

Crit Q 100

WS Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.05 .043 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1615.20

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.05 .043 .065

0 50 100 150 200 250 30064

66

68

70

72

74

76

78

80

82


RS = 1565.35

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.05 .043 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1535.14

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1507.23

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 35060

65

70

75

80

85

90


RS = 1480.93

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 35064

66

68

70

72

74

76

78

80

82


RS = 1422.03

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 350 40062

64

66

68

70

72

74

76

78

80


RS = 1343.81

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 350 40060

65

70

75

80

85

90


RS = 1305.02

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

EG Q 10

WS Q 100

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 100 200 300 40060

65

70

75

80

85


RS = 1239.77

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 35060

65

70

75

80

85

90


RS = 1151.36

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

WS Q 10

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 350 40060

65

70

75

80

85

90


RS = 1075.50

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.05 .033 .065

0 50 100 150 200 250 300 350 40060

65

70

75

80

85

90


RS = 1038.64

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.05 .033 .065

0 50 100 150 200 250 300 350 40060

65

70

75

80

85


RS = 1013.25

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.05 .033 .065

0 100 200 300 40060

65

70

75

80

85

90


RS = 976.20

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Ground

Bank Sta

.05 .033 .065

0 100 200 300 40062

64

66

68

70

72

74

76


RS = 946.08

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.05 .033 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 920.03

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 904.248

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

WS Q 10

Ground

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 898.33

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 883.95

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 500

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 866.05

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 500

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85


RS = 840.73

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 500

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85


RS = 805.67

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

WS Q 100

Crit Q 500

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.1 .043

.065

0 100 200 300 400 50060

65

70

75

80

85


RS = 766.41

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85


RS = 726.85

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85


RS = 689.22

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.07 .043

.05

0 100 200 300 400 50060

65

70

75

80

85


RS = 658.87

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.07 .043

.05

0 100 200 300 400 50060

65

70

75

80

85


RS = 621.61

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.07 .043

.05

0 100 200 300 400 50060

65

70

75

80

85


RS = 589.22

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .043

.05

0 100 200 300 400 50060

65

70

75

80

85


RS = 548.26

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

Crit Q 500

WS Q 10

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.07 .043 .05

0 100 200 300 400 50060

65

70

75

80

85


RS = 529.06

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.07 .038 .05

0 50 100 150 200 250 300 35058

60

62

64

66

68

70

72

74

76


RS = 491.66

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 500

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.07 .038 .05

0 50 100 150 200 250 30058

60

62

64

66

68

70

72

74

76

78


RS = 466.43

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Crit Q 10

Ground

Bank Sta

.07 .038 .05

0 50 100 150 200 250 30058

60

62

64

66

68

70

72

74

76

78



Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

Crit Q 500

EG Q 100

Crit Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 10

Ground

Bank Sta

.07 .038 .05

0 50 100 150 200 250 30058

60

62

64

66

68

70

72

74

76



Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

Crit Q 500

EG Q 100

Crit Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.1 .04 .05

0 50 100 150 200 250 30058

60

62

64

66

68

70

72

74

76


RS = 455.17

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.1 .04 .05

0 50 100 150 200 25058

60

62

64

66

68

70

72

74

76


RS = 411.76

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.1 .04 .05

0 50 100 150 200 25058

60

62

64

66

68

70

72

74

76

78


RS = 366.13

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.1 .043 .05

0 50 100 150 200 25055

60

65

70

75

80


RS = 290.09

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .035 .07

0 20 40 60 80 100 120 140 16055

60

65

70

75

80


RS = 249.44

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .035 .07

0 20 40 60 80 100 120 140 16055

60

65

70

75

80



Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .035 .07

0 20 40 60 80 100 120 140 16055

60

65

70

75

80



Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

EG Q 10

WS Q 100

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.07 .035 .07

0 20 40 60 80 100 120 140 16055

60

65

70

75

80


RS = 237.66

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

EG Q 10

WS Q 100

Crit Q 100

WS Q 10

Ground

Bank Sta

.07 .035 .07

0 20 40 60 80 100 120 140 160 18055

60

65

70

75

80


RS = 208.12

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.07 .035 .07

0 50 100 150 200 25056

58

60

62

64

66

68

70

72

74

76


RS = 0.00

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Crit Q 10

Ground

Bank Sta

.07 .043 .1



RESULTADOS DE LA SIMULACIÓN ESTADO ACTUAL CON SECCIÓN 904



(m3/s) (m) (m) (m/s) (m)

GORDEXOLA 2220.37 Q 10 262.23 73.65 74.24 3.50 67.02

GORDEXOLA 2220.37 Q 100 419.57 75.45 75.74 2.77 86.41

GORDEXOLA 2220.37 Q 500 629.35 75.86 76.34 3.65 156.09

GORDEXOLA 2066.35 Q 10 262.23 73.63 73.84 2.07 39.88

GORDEXOLA 2066.35 Q 100 419.57 75.33 75.55 2.20 183.03

GORDEXOLA 2066.35 Q 500 629.35 75.67 76.04 2.95 184.64

GORDEXOLA 2024.96 Q 10 262.23 73.50 73.77 2.31 28.58

GORDEXOLA 2024.96 Q 100 419.57 75.26 75.50 2.34 173.21

GORDEXOLA 2024.96 Q 500 629.35 75.48 75.94 3.25 179.95

GORDEXOLA 2021.68 Q 10 262.23 73.50 73.77

GORDEXOLA 2021.68 Q 100 419.57 75.26 75.50

GORDEXOLA 2021.68 Q 500 629.35 75.48 75.94

GORDEXOLA 2019.01 Q 10 262.23 72.11 72.78 3.70 24.44

GORDEXOLA 2019.01 Q 100 419.57 73.06 74.10 4.65 27.45

GORDEXOLA 2019.01 Q 500 629.35 74.05 75.52 5.61 69.67

GORDEXOLA 1991.85 Q 10 262.23 72.25 72.53 2.32 27.18

GORDEXOLA 1991.85 Q 100 419.57 73.27 73.74 3.04 47.61

GORDEXOLA 1991.85 Q 500 629.35 74.38 75.03 3.66 123.22

GORDEXOLA 1958.05 Q 10 262.23 71.85 72.43 3.37 24.38

GORDEXOLA 1958.05 Q 100 419.57 72.67 73.61 4.30 34.73

GORDEXOLA 1958.05 Q 500 629.35 73.73 74.89 4.89 76.69

GORDEXOLA 1925.04 Q 10 262.23 71.33 72.22 4.17 25.07

GORDEXOLA 1925.04 Q 100 419.57 72.21 73.38 4.79 31.60

GORDEXOLA 1925.04 Q 500 629.35 72.86 74.61 5.87 39.62

GORDEXOLA 1890.16 Q 10 262.23 71.27 71.93 3.58 24.84

GORDEXOLA 1890.16 Q 100 419.57 72.09 73.08 4.42 36.73

GORDEXOLA 1890.16 Q 500 629.35 72.54 74.23 5.81 46.22

GORDEXOLA 1861.65 Q 10 262.23 71.17 71.77 3.45 27.88

GORDEXOLA 1861.65 Q 100 419.57 72.06 72.84 3.91 40.64

GORDEXOLA 1861.65 Q 500 629.35 72.65 73.84 4.84 59.36

GORDEXOLA 1829.15 Q 10 262.23 71.16 71.58 2.88 34.54

GORDEXOLA 1829.15 Q 100 419.57 72.07 72.61 3.27 51.98

GORDEXOLA 1829.15 Q 500 629.35 72.77 73.53 3.87 80.98

GORDEXOLA 1799.16 Q 10 262.23 71.10 71.48 2.73 47.74

GORDEXOLA 1799.16 Q 100 419.57 71.99 72.50 3.25 54.43

GORDEXOLA 1799.16 Q 500 629.35 72.62 73.41 4.08 76.38

GORDEXOLA 1769.14 Q 10 262.23 71.05 71.39 2.61 46.85

GORDEXOLA 1769.14 Q 100 419.57 71.94 72.41 3.12 79.93

GORDEXOLA 1769.14 Q 500 629.35 72.63 73.27 3.73 139.04

GORDEXOLA 1747.60 Q 10 262.23 71.02 71.33 2.46 46.02

GORDEXOLA 1747.60 Q 100 419.57 71.92 72.35 2.97 65.75

GORDEXOLA 1747.60 Q 500 629.35 72.55 73.21 3.71 159.05



(m3/s) (m) (m) (m/s) (m)

GORDEXOLA 1728.18 Q 10 262.23 70.96 71.28 2.55 42.93

GORDEXOLA 1728.18 Q 100 419.57 71.84 72.31 3.08 60.48

GORDEXOLA 1728.18 Q 500 629.35 72.41 73.14 3.91 86.35

GORDEXOLA 1700.88 Q 10 262.23 70.77 71.19 2.88 43.79

GORDEXOLA 1700.88 Q 100 419.57 71.75 72.23 3.17 127.22

GORDEXOLA 1700.88 Q 500 629.35 72.50 72.98 3.40 175.97

GORDEXOLA 1677.15 Q 10 262.23 69.98 70.97 4.41 23.62

GORDEXOLA 1677.15 Q 100 419.57 70.94 72.02 4.65 56.78

GORDEXOLA 1677.15 Q 500 629.35 71.88 72.82 4.57 117.47

GORDEXOLA 1615.20 Q 10 262.23 69.88 70.35 3.04 32.63

GORDEXOLA 1615.20 Q 100 419.57 70.68 71.35 3.63 48.17

GORDEXOLA 1615.20 Q 500 629.35 71.57 72.33 3.97 123.47

GORDEXOLA 1565.35 Q 10 262.23 69.74 70.11 2.69 39.74

GORDEXOLA 1565.35 Q 100 419.57 70.54 71.06 3.22 76.05

GORDEXOLA 1565.35 Q 500 629.35 71.54 72.07 3.40 145.59

GORDEXOLA 1535.14 Q 10 262.23 69.40 69.96 3.30 37.56

GORDEXOLA 1535.14 Q 100 419.57 70.14 70.90 3.89 45.31

GORDEXOLA 1535.14 Q 500 629.35 70.81 71.89 4.62 53.53

GORDEXOLA 1507.23 Q 10 262.23 69.35 69.82 3.05 41.96

GORDEXOLA 1507.23 Q 100 419.57 70.09 70.76 3.65 44.45

GORDEXOLA 1507.23 Q 500 629.35 70.75 71.73 4.43 68.54

GORDEXOLA 1480.93 Q 10 262.23 69.21 69.72 3.15 37.97

GORDEXOLA 1480.93 Q 100 419.57 69.92 70.65 3.80 47.22

GORDEXOLA 1480.93 Q 500 629.35 70.64 71.62 4.45 88.48

GORDEXOLA 1422.03 Q 10 262.23 68.89 69.46 3.34 40.92

GORDEXOLA 1422.03 Q 100 419.57 69.62 70.39 3.93 49.28

GORDEXOLA 1422.03 Q 500 629.35 70.37 71.37 4.53 93.36

GORDEXOLA 1343.81 Q 10 262.23 68.66 69.13 3.05 45.38

GORDEXOLA 1343.81 Q 100 419.57 69.37 70.06 3.71 65.76

GORDEXOLA 1343.81 Q 500 629.35 70.23 71.02 4.11 173.57

GORDEXOLA 1305.02 Q 10 262.23 68.12 68.91 3.93 40.38

GORDEXOLA 1305.02 Q 100 419.57 68.86 69.85 4.45 48.74

GORDEXOLA 1305.02 Q 500 629.35 69.67 70.83 4.89 103.43

GORDEXOLA 1239.77 Q 10 262.23 67.95 68.49 3.24 41.42

GORDEXOLA 1239.77 Q 100 419.57 68.69 69.44 3.88 49.49

GORDEXOLA 1239.77 Q 500 629.35 69.40 70.43 4.59 81.62

GORDEXOLA 1151.36 Q 10 262.23 67.76 68.15 2.75 41.64

GORDEXOLA 1151.36 Q 100 419.57 68.53 69.08 3.28 52.15

GORDEXOLA 1151.36 Q 500 629.35 69.28 70.02 3.87 100.85

GORDEXOLA 1075.50 Q 10 262.23 67.33 67.86 3.22 41.80

GORDEXOLA 1075.50 Q 100 419.57 68.30 68.83 3.22 61.17



(m3/s) (m) (m) (m/s) (m)

GORDEXOLA 1075.50 Q 500 629.35 69.10 69.77 3.62 64.00

GORDEXOLA 1038.64 Q 10 262.23 67.13 67.69 3.32 41.88

GORDEXOLA 1038.64 Q 100 419.57 67.98 68.67 3.74 48.83

GORDEXOLA 1038.64 Q 500 629.35 68.41 69.57 4.84 49.43

GORDEXOLA 1013.25 Q 10 262.23 67.10 67.56 3.01 37.01

GORDEXOLA 1013.25 Q 100 419.57 67.96 68.54 3.37 49.87

GORDEXOLA 1013.25 Q 500 629.35 68.49 69.35 4.15 72.92

GORDEXOLA 976.20 Q 10 262.23 66.94 67.43 3.10 34.57

GORDEXOLA 976.20 Q 100 419.57 67.71 68.39 3.68 87.07

GORDEXOLA 976.20 Q 500 629.35 68.40 69.18 4.12 189.30

GORDEXOLA 946.08 Q 10 262.23 66.87 67.31 2.95 38.00

GORDEXOLA 946.08 Q 100 419.57 67.65 68.27 3.49 75.07

GORDEXOLA 946.08 Q 500 629.35 68.27 69.07 4.09 178.55

GORDEXOLA 920.03 Q 10 262.23 66.61 67.17 3.32 39.11

GORDEXOLA 920.03 Q 100 419.57 67.58 68.13 3.28 76.58

GORDEXOLA 920.03 Q 500 629.35 68.27 68.90 3.64 240.47

GORDEXOLA 904.248 Q 10 262.23 66.33 66.95 3.49 48.90

GORDEXOLA 904.248 Q 100 419.57 67.47 68.00 3.29 69.22

GORDEXOLA 904.248 Q 500 629.35 68.19 68.78 3.61 270.89

GORDEXOLA 898.33 Q 10 262.23 66.28 66.88 3.47 50.72

GORDEXOLA 898.33 Q 100 419.57 67.43 67.97 3.33 75.86

GORDEXOLA 898.33 Q 500 629.35 68.19 68.75 3.58 252.02

GORDEXOLA 883.95 Q 10 262.23 66.62 66.71 1.26 56.25

GORDEXOLA 883.95 Q 100 419.57 67.71 67.83 1.54 183.90

GORDEXOLA 883.95 Q 500 629.35 68.44 68.61 1.87 268.87

GORDEXOLA 866.05 Q 10 262.23 66.54 66.69 1.68 46.44

GORDEXOLA 866.05 Q 100 419.57 67.60 67.80 2.00 192.66

GORDEXOLA 866.05 Q 500 629.35 68.33 68.58 2.33 277.19

GORDEXOLA 840.73 Q 10 262.23 66.38 66.64 2.26 39.75

GORDEXOLA 840.73 Q 100 419.57 67.39 67.75 2.75 147.92

GORDEXOLA 840.73 Q 500 629.35 68.13 68.53 3.08 266.89

GORDEXOLA 805.67 Q 10 262.23 66.15 66.55 2.80 27.61

GORDEXOLA 805.67 Q 100 419.57 66.97 67.63 3.61 47.43

GORDEXOLA 805.67 Q 500 629.35 67.59 68.39 4.23 287.48

GORDEXOLA 766.41 Q 10 262.23 65.96 66.41 2.98 26.44

GORDEXOLA 766.41 Q 100 419.57 66.80 67.46 3.64 122.02

GORDEXOLA 766.41 Q 500 629.35 67.54 68.16 3.84 319.48

GORDEXOLA 726.85 Q 10 262.23 65.80 66.26 2.98 30.87

GORDEXOLA 726.85 Q 100 419.57 66.58 67.26 3.72 149.57

GORDEXOLA 726.85 Q 500 629.35 67.46 67.98 3.62 265.67

GORDEXOLA 689.22 Q 10 262.23 65.74 66.11 2.73 50.14



(m3/s) (m) (m) (m/s) (m)

GORDEXOLA 689.22 Q 100 419.57 66.67 67.05 2.99 226.02

GORDEXOLA 689.22 Q 500 629.35 67.59 67.81 2.60 289.02

GORDEXOLA 658.87 Q 10 262.23 65.60 66.02 2.87 36.72

GORDEXOLA 658.87 Q 100 419.57 66.47 66.95 3.28 156.85

GORDEXOLA 658.87 Q 500 629.35 67.49 67.75 2.81 263.55

GORDEXOLA 621.61 Q 10 262.23 65.52 65.89 2.70 38.47

GORDEXOLA 621.61 Q 100 419.57 66.29 66.82 3.37 147.20

GORDEXOLA 621.61 Q 500 629.35 67.36 67.68 2.98 259.96

GORDEXOLA 589.22 Q 10 262.23 65.56 65.78 2.21 72.66

GORDEXOLA 589.22 Q 100 419.57 66.38 66.67 2.70 189.76

GORDEXOLA 589.22 Q 500 629.35 67.39 67.59 2.54 264.89

GORDEXOLA 548.26 Q 10 262.23 65.40 65.70 2.45 47.06

GORDEXOLA 548.26 Q 100 419.57 66.12 66.57 3.09 139.17

GORDEXOLA 548.26 Q 500 629.35 67.11 67.51 3.18 205.63

GORDEXOLA 529.06 Q 10 262.23 65.27 65.65 2.74 41.35

GORDEXOLA 529.06 Q 100 419.57 65.96 66.51 3.39 120.82

GORDEXOLA 529.06 Q 500 629.35 67.11 67.46 3.02 224.94

GORDEXOLA 491.66 Q 10 262.23 65.27 65.55 2.39 112.99

GORDEXOLA 491.66 Q 100 419.57 66.07 66.36 2.69 205.90

GORDEXOLA 491.66 Q 500 629.35 67.18 67.36 2.41 252.76

GORDEXOLA 466.43 Q 10 262.23 65.14 65.50 2.66 64.29

GORDEXOLA 466.43 Q 100 419.57 65.54 66.21 3.72 125.48

GORDEXOLA 466.43 Q 500 629.35 66.96 67.29 3.04 164.09

GORDEXOLA 458.35 Q 10 262.23 65.14 65.50

GORDEXOLA 458.35 Q 100 419.57 65.54 66.21

GORDEXOLA 458.35 Q 500 629.35 66.96 67.29

GORDEXOLA 455.17 Q 10 262.23 64.03 64.70 3.64 22.26

GORDEXOLA 455.17 Q 100 419.57 64.78 65.89 4.69 31.38

GORDEXOLA 455.17 Q 500 629.35 66.10 67.28 4.97 137.81

GORDEXOLA 411.76 Q 10 262.23 63.97 64.39 2.96 81.71

GORDEXOLA 411.76 Q 100 419.57 65.02 65.35 2.85 131.45

GORDEXOLA 411.76 Q 500 629.35 66.51 66.70 2.34 144.52

GORDEXOLA 366.13 Q 10 262.23 63.86 64.23 2.83 108.37

GORDEXOLA 366.13 Q 100 419.57 64.96 65.24 2.67 138.17

GORDEXOLA 366.13 Q 500 629.35 66.49 66.65 2.22 171.71

GORDEXOLA 290.09 Q 10 262.23 63.11 63.85 3.81 45.42

GORDEXOLA 290.09 Q 100 419.57 64.13 64.96 4.04 103.66

GORDEXOLA 290.09 Q 500 629.35 66.36 66.57 2.42 130.58

GORDEXOLA 249.44 Q 10 262.23 62.94 63.57 3.51 36.40

GORDEXOLA 249.44 Q 100 419.57 63.71 64.70 4.41 43.24

GORDEXOLA 249.44 Q 500 629.35 64.99 66.21 4.89 104.61



(m3/s) (m) (m) (m/s) (m)

GORDEXOLA 243.30 Q 10 262.23 62.94 63.57

GORDEXOLA 243.30 Q 100 419.57 63.71 64.70

GORDEXOLA 243.30 Q 500 629.35 64.99 66.21

GORDEXOLA 237.66 Q 10 262.23 62.83 63.48 3.61 35.40

GORDEXOLA 237.66 Q 100 419.57 63.40 64.50 4.71 40.43

GORDEXOLA 237.66 Q 500 629.35 64.09 65.66 5.69 61.52

GORDEXOLA 208.12 Q 10 262.23 62.75 63.32 3.39 60.45

GORDEXOLA 208.12 Q 100 419.57 63.40 64.20 4.14 92.91

GORDEXOLA 208.12 Q 500 629.35 64.07 65.04 4.79 100.98

GORDEXOLA 0.00 Q 10 262.23 61.89 62.50 3.73 91.88

GORDEXOLA 0.00 Q 100 419.57 62.62 63.28 4.21 112.18

GORDEXOLA 0.00 Q 500 629.35 63.34 64.06 4.66 116.01



5.3.- ESTADO PROYECTADO (CON SECCIÓN 904 Y CON PASARELA)

A continuación se analiza la situación hidráulica con la implantación en el modelo de la pasarela proyectada habiendo introducido la sección 904.

Q-10

Q-100

2220.37

2066.35

1991.85

1958.05

1925.04

1861.65 1829.15

1769.14

1728.18

1700.88

1615.20 1565.35

1507.23

1422.03

1343.81

1305.02 1239.77

1151.36 1075.50

976.20

946.08

866.05

805.67 766.41

689.22

658.87 589.22

548.26

491.66

466.43

411.76 290.09

249.44

208.12

Gordexola P lan: Plan 09Geom: CON 904 Y PASARELA

Legend

WS Q 10

Ground

Ineff

Bank Sta

Levee

2220.37

2066.35

1991.85

1958.05

1925.04

1861.65 1829.15

1769.14

1728.18

1700.88

1615.20 1565.35

1507.23

1422.03

1343.81

1305.02 1239.77

1151.36 1075.50

976.20

946.08

866.05

805.67 766.41

689.22

658.87 589.22

548.26

491.66

466.43

411.76 290.09

249.44

208.12


Legend

WS Q 100

Ground

Ineff

Bank Sta

Levee



Q500


2220.37

2066.35

1991.85

1958.05

1925.04

1861.65 1829.15

1769.14

1728.18

1700.88

1615.20 1565.35

1507.23

1422.03

1343.81

1305.02 1239.77

1151.36 1075.50

976.20

946.08

866.05

805.67 766.41

689.22

658.87 589.22

548.26

491.66

466.43

411.76 290.09

249.44

208.12

Gordexola Plan: Plan 09Geom: CON 904 Y PASARELA

Legend

WS Q 500

Ground

Ineff

Bank Sta

Levee

0 500 1000 1500 2000 250055

60

65

70

75

80



Ele

vatio

n (

m)

Legend

EG Q 500

WS Q 500

Crit Q 500

Ground

Right Levee




PERFILES TRANSVERSALES ESTADO PROYECTADO (SECCIÓN 904 + PASARELA)

0 50 100 150 200 250 300 35065

70

75

80

85

90

95

Gordexola Plan: 1) Plan 07Geom: CON 904 Y PASARELA

RS = 2220.37

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .04 .07

0 50 100 150 200 250 30065

70

75

80

85

90

95


RS = 2066.35

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .04 .07

0 50 100 150 200 250 300 35065

70

75

80

85

90

95


RS = 2024.96

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 500

Crit Q 100

Crit Q 10

Ground

Bank Sta

.07 .04 .07

0 50 100 150 200 250 300 35065

70

75

80

85

90

95



Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

Crit Q 500

EG Q 100

WS Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.07 .04 .07

0 50 100 150 200 250 300 35065

70

75

80

85

90

95



Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

Crit Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.07 .04 .07

0 50 100 150 200 250 300 35065

70

75

80

85

90

95


RS = 2019.01

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .04 .07

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1991.85

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1958.05

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1925.04

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

EG Q 10

WS Q 100

Crit Q 100

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90

95


RS = 1890.16

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1861.65

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1829.15

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1799.16

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1769.14

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1747.60

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

Crit Q 500

WS Q 10

Ground

Bank Sta

.07 .038 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1728.18

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

WS Q 10

Crit Q 100

Crit Q 10

Ground

Levee

Bank Sta

.05 .038 .065

0 50 100 150 200 250 30064

66

68

70

72

74

76

78

80

82


RS = 1700.88

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.05 .043 .065

0 50 100 150 200 250 30064

66

68

70

72

74

76

78

80

82


RS = 1677.15

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

EG Q 10

Crit Q 100

WS Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.05 .043 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1615.20

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.05 .043 .065

0 50 100 150 200 250 30064

66

68

70

72

74

76

78

80

82


RS = 1565.35

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.05 .043 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1535.14

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 35065

70

75

80

85

90


RS = 1507.23

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 35060

65

70

75

80

85

90


RS = 1480.93

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 35064

66

68

70

72

74

76

78

80

82


RS = 1422.03

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 350 40062

64

66

68

70

72

74

76

78

80


RS = 1343.81

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 350 40060

65

70

75

80

85

90


RS = 1305.02

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

EG Q 10

WS Q 100

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 100 200 300 40060

65

70

75

80

85


RS = 1239.77

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 35060

65

70

75

80

85

90


RS = 1151.36

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

WS Q 10

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.07 .033 .065

0 50 100 150 200 250 300 350 40060

65

70

75

80

85

90


RS = 1075.50

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.05 .033 .065

0 50 100 150 200 250 300 350 40060

65

70

75

80

85

90


RS = 1038.64

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.05 .033 .065

0 50 100 150 200 250 300 350 40060

65

70

75

80

85


RS = 1013.25

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.05 .033 .065

0 100 200 300 40060

65

70

75

80

85

90


RS = 976.20

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Ground

Bank Sta

.05 .033 .065

0 100 200 300 40062

64

66

68

70

72

74

76


RS = 946.08

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.05 .033 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 920.03

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 904.248

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 902 BR

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 902 BR

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 898.33

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

Crit Q 500

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 883.95

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 500

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 866.05

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 500

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85


RS = 840.73

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 500

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85


RS = 805.67

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

WS Q 100

Crit Q 500

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.1 .043

.065

0 100 200 300 400 50060

65

70

75

80

85


RS = 766.41

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85


RS = 726.85

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85


RS = 689.22

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.07 .043

.05

0 100 200 300 400 50060

65

70

75

80

85


RS = 658.87

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.07 .043

.05

0 100 200 300 400 50060

65

70

75

80

85


RS = 621.61

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Ground

Bank Sta

.07 .043

.05

0 100 200 300 400 50060

65

70

75

80

85


RS = 589.22

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.07 .043

.05

0 100 200 300 400 50060

65

70

75

80

85


RS = 548.26

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

Crit Q 500

WS Q 10

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.07 .043 .05

0 100 200 300 400 50060

65

70

75

80

85


RS = 529.06

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.07 .038 .05

0 50 100 150 200 250 300 35058

60

62

64

66

68

70

72

74

76


RS = 491.66

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 500

Crit Q 100

Crit Q 10

Ground

Ineff

Bank Sta

.07 .038 .05

0 50 100 150 200 250 30058

60

62

64

66

68

70

72

74

76

78


RS = 466.43

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Crit Q 10

Ground

Bank Sta

.07 .038 .05

0 50 100 150 200 250 30058

60

62

64

66

68

70

72

74

76

78



Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

Crit Q 500

EG Q 100

Crit Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 10

Ground

Bank Sta

.07 .038 .05

0 50 100 150 200 250 30058

60

62

64

66

68

70

72

74

76



Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

Crit Q 500

EG Q 100

Crit Q 100

WS Q 100

EG Q 10

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.1 .04 .05

0 50 100 150 200 250 30058

60

62

64

66

68

70

72

74

76


RS = 455.17

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.1 .04 .05

0 50 100 150 200 25058

60

62

64

66

68

70

72

74

76


RS = 411.76

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.1 .04 .05

0 50 100 150 200 25058

60

62

64

66

68

70

72

74

76

78


RS = 366.13

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.1 .043 .05

0 50 100 150 200 25055

60

65

70

75

80


RS = 290.09

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .035 .07

0 20 40 60 80 100 120 140 16055

60

65

70

75

80


RS = 249.44

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .035 .07

0 20 40 60 80 100 120 140 16055

60

65

70

75

80



Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.07 .035 .07

0 20 40 60 80 100 120 140 16055

60

65

70

75

80



Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

EG Q 10

WS Q 100

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.07 .035 .07

0 20 40 60 80 100 120 140 16055

60

65

70

75

80


RS = 237.66

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

EG Q 10

WS Q 100

Crit Q 100

WS Q 10

Ground

Bank Sta

.07 .035 .07

0 20 40 60 80 100 120 140 160 18055

60

65

70

75

80


RS = 208.12

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

EG Q 100

WS Q 500

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Bank Sta

.07 .035 .07

0 50 100 150 200 25056

58

60

62

64

66

68

70

72

74

76


RS = 0.00

Station (m)

Ele

vatio

n (m

)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Crit Q 100

Crit Q 10

Ground

Bank Sta

.07 .043 .1



RESULTADOS DE LA SIMULACIÓN ESTADO PROYECTADO (SECCIÓN 904+PASARELA)



(m3/s) (m) (m) (m/s) (m)

GORDEXOLA 2220.37 Q 10 262.23 73.65 74.24 3.50 67.02

GORDEXOLA 2220.37 Q 100 419.57 75.45 75.74 2.77 86.41

GORDEXOLA 2220.37 Q 500 629.35 75.86 76.34 3.65 156.09

GORDEXOLA 2066.35 Q 10 262.23 73.63 73.84 2.07 39.88

GORDEXOLA 2066.35 Q 100 419.57 75.33 75.55 2.20 183.03

GORDEXOLA 2066.35 Q 500 629.35 75.67 76.04 2.95 184.64

GORDEXOLA 2024.96 Q 10 262.23 73.50 73.77 2.31 28.58

GORDEXOLA 2024.96 Q 100 419.57 75.26 75.50 2.34 173.21

GORDEXOLA 2024.96 Q 500 629.35 75.48 75.94 3.25 179.95

GORDEXOLA 2021.68 Q 10 262.23 73.50 73.77

GORDEXOLA 2021.68 Q 100 419.57 75.26 75.50

GORDEXOLA 2021.68 Q 500 629.35 75.48 75.94

GORDEXOLA 2019.01 Q 10 262.23 72.11 72.78 3.70 24.44

GORDEXOLA 2019.01 Q 100 419.57 73.06 74.10 4.65 27.45

GORDEXOLA 2019.01 Q 500 629.35 74.05 75.52 5.61 69.67

GORDEXOLA 1991.85 Q 10 262.23 72.25 72.53 2.32 27.18

GORDEXOLA 1991.85 Q 100 419.57 73.27 73.74 3.04 47.61

GORDEXOLA 1991.85 Q 500 629.35 74.38 75.03 3.66 123.22

GORDEXOLA 1958.05 Q 10 262.23 71.85 72.43 3.37 24.38

GORDEXOLA 1958.05 Q 100 419.57 72.67 73.61 4.30 34.73

GORDEXOLA 1958.05 Q 500 629.35 73.73 74.89 4.89 76.69

GORDEXOLA 1925.04 Q 10 262.23 71.33 72.22 4.17 25.07

GORDEXOLA 1925.04 Q 100 419.57 72.21 73.38 4.79 31.60

GORDEXOLA 1925.04 Q 500 629.35 72.86 74.61 5.87 39.62

GORDEXOLA 1890.16 Q 10 262.23 71.27 71.93 3.58 24.84

GORDEXOLA 1890.16 Q 100 419.57 72.09 73.08 4.42 36.73

GORDEXOLA 1890.16 Q 500 629.35 72.54 74.23 5.81 46.22

GORDEXOLA 1861.65 Q 10 262.23 71.17 71.77 3.45 27.88

GORDEXOLA 1861.65 Q 100 419.57 72.06 72.84 3.91 40.64

GORDEXOLA 1861.65 Q 500 629.35 72.65 73.84 4.84 59.36

GORDEXOLA 1829.15 Q 10 262.23 71.16 71.58 2.88 34.54

GORDEXOLA 1829.15 Q 100 419.57 72.07 72.61 3.27 51.98

GORDEXOLA 1829.15 Q 500 629.35 72.77 73.53 3.87 80.98

GORDEXOLA 1799.16 Q 10 262.23 71.10 71.48 2.73 47.74

GORDEXOLA 1799.16 Q 100 419.57 71.99 72.50 3.25 54.43

GORDEXOLA 1799.16 Q 500 629.35 72.62 73.41 4.08 76.38

GORDEXOLA 1769.14 Q 10 262.23 71.05 71.39 2.61 46.85

GORDEXOLA 1769.14 Q 100 419.57 71.94 72.41 3.12 79.93

GORDEXOLA 1769.14 Q 500 629.35 72.63 73.27 3.73 139.04

GORDEXOLA 1747.60 Q 10 262.23 71.02 71.33 2.46 46.02

GORDEXOLA 1747.60 Q 100 419.57 71.92 72.35 2.97 65.75

GORDEXOLA 1747.60 Q 500 629.35 72.55 73.21 3.71 159.05



(m3/s) (m) (m) (m/s) (m)

GORDEXOLA 1728.18 Q 10 262.23 70.96 71.28 2.55 42.93

GORDEXOLA 1728.18 Q 100 419.57 71.84 72.31 3.08 60.48

GORDEXOLA 1728.18 Q 500 629.35 72.41 73.14 3.91 86.35

GORDEXOLA 1700.88 Q 10 262.23 70.77 71.19 2.88 43.79

GORDEXOLA 1700.88 Q 100 419.57 71.75 72.23 3.17 127.22

GORDEXOLA 1700.88 Q 500 629.35 72.50 72.98 3.40 175.97

GORDEXOLA 1677.15 Q 10 262.23 69.98 70.97 4.41 23.62

GORDEXOLA 1677.15 Q 100 419.57 70.94 72.02 4.65 56.78

GORDEXOLA 1677.15 Q 500 629.35 71.88 72.82 4.57 117.47

GORDEXOLA 1615.20 Q 10 262.23 69.88 70.35 3.04 32.63

GORDEXOLA 1615.20 Q 100 419.57 70.68 71.35 3.63 48.17

GORDEXOLA 1615.20 Q 500 629.35 71.57 72.33 3.97 123.47

GORDEXOLA 1565.35 Q 10 262.23 69.74 70.11 2.69 39.74

GORDEXOLA 1565.35 Q 100 419.57 70.54 71.06 3.22 76.05

GORDEXOLA 1565.35 Q 500 629.35 71.54 72.07 3.40 145.59

GORDEXOLA 1535.14 Q 10 262.23 69.40 69.96 3.30 37.56

GORDEXOLA 1535.14 Q 100 419.57 70.14 70.90 3.89 45.31

GORDEXOLA 1535.14 Q 500 629.35 70.81 71.89 4.62 53.53

GORDEXOLA 1507.23 Q 10 262.23 69.35 69.82 3.05 41.96

GORDEXOLA 1507.23 Q 100 419.57 70.09 70.76 3.65 44.45

GORDEXOLA 1507.23 Q 500 629.35 70.75 71.73 4.43 68.54

GORDEXOLA 1480.93 Q 10 262.23 69.21 69.72 3.15 37.97

GORDEXOLA 1480.93 Q 100 419.57 69.92 70.65 3.80 47.22

GORDEXOLA 1480.93 Q 500 629.35 70.64 71.62 4.45 88.48

GORDEXOLA 1422.03 Q 10 262.23 68.89 69.46 3.34 40.92

GORDEXOLA 1422.03 Q 100 419.57 69.62 70.39 3.93 49.28

GORDEXOLA 1422.03 Q 500 629.35 70.37 71.37 4.53 93.36

GORDEXOLA 1343.81 Q 10 262.23 68.66 69.13 3.05 45.38

GORDEXOLA 1343.81 Q 100 419.57 69.37 70.06 3.71 65.76

GORDEXOLA 1343.81 Q 500 629.35 70.23 71.02 4.11 173.57

GORDEXOLA 1305.02 Q 10 262.23 68.13 68.91 3.93 40.39

GORDEXOLA 1305.02 Q 100 419.57 68.86 69.85 4.45 48.75

GORDEXOLA 1305.02 Q 500 629.35 69.67 70.83 4.89 103.43

GORDEXOLA 1239.77 Q 10 262.23 67.95 68.49 3.24 41.43

GORDEXOLA 1239.77 Q 100 419.57 68.69 69.44 3.88 49.50

GORDEXOLA 1239.77 Q 500 629.35 69.40 70.43 4.59 81.66

GORDEXOLA 1151.36 Q 10 262.23 67.76 68.15 2.75 41.65

GORDEXOLA 1151.36 Q 100 419.57 68.53 69.08 3.28 52.27

GORDEXOLA 1151.36 Q 500 629.35 69.28 70.03 3.87 100.93

GORDEXOLA 1075.50 Q 10 262.23 67.34 67.86 3.21 41.83

GORDEXOLA 1075.50 Q 100 419.57 68.30 68.83 3.22 61.18



(m3/s) (m) (m) (m/s) (m)

GORDEXOLA 1075.50 Q 500 629.35 69.10 69.77 3.61 64.05

GORDEXOLA 1038.64 Q 10 262.23 67.13 67.69 3.31 42.14

GORDEXOLA 1038.64 Q 100 419.57 67.98 68.68 3.73 48.84

GORDEXOLA 1038.64 Q 500 629.35 68.42 69.57 4.82 49.45

GORDEXOLA 1013.25 Q 10 262.23 67.10 67.56 3.01 37.09

GORDEXOLA 1013.25 Q 100 419.57 67.97 68.54 3.36 49.93

GORDEXOLA 1013.25 Q 500 629.35 68.50 69.36 4.13 82.62

GORDEXOLA 976.20 Q 10 262.23 66.95 67.43 3.09 34.60

GORDEXOLA 976.20 Q 100 419.57 67.72 68.40 3.66 87.77

GORDEXOLA 976.20 Q 500 629.35 68.43 69.19 4.06 192.74

GORDEXOLA 946.08 Q 10 262.23 66.88 67.32 2.94 38.03

GORDEXOLA 946.08 Q 100 419.57 67.66 68.27 3.47 75.75

GORDEXOLA 946.08 Q 500 629.35 68.33 69.08 3.98 186.15

GORDEXOLA 920.03 Q 10 262.23 66.62 67.17 3.29 39.72

GORDEXOLA 920.03 Q 100 419.57 67.60 68.14 3.26 77.59

GORDEXOLA 920.03 Q 500 629.35 68.35 68.92 3.50 245.62

GORDEXOLA 904.248 Q 10 262.23 66.40 66.97 3.35 50.58

GORDEXOLA 904.248 Q 100 419.57 67.48 68.01 3.27 70.17

GORDEXOLA 904.248 Q 500 629.35 68.30 68.81 3.41 275.65

GORDEXOLA 902 Q 10 262.23 66.40 66.97

GORDEXOLA 902 Q 100 419.57 67.48 68.01

GORDEXOLA 902 Q 500 629.35 68.30 68.81

GORDEXOLA 898.33 Q 10 262.23 66.28 66.88 3.47 50.72

GORDEXOLA 898.33 Q 100 419.57 67.43 67.97 3.33 75.86

GORDEXOLA 898.33 Q 500 629.35 68.19 68.75 3.58 252.02

GORDEXOLA 883.95 Q 10 262.23 66.62 66.71 1.26 56.25

GORDEXOLA 883.95 Q 100 419.57 67.71 67.83 1.54 183.90

GORDEXOLA 883.95 Q 500 629.35 68.44 68.61 1.87 268.87

GORDEXOLA 866.05 Q 10 262.23 66.54 66.69 1.68 46.44

GORDEXOLA 866.05 Q 100 419.57 67.60 67.80 2.00 192.66

GORDEXOLA 866.05 Q 500 629.35 68.33 68.58 2.33 277.19

GORDEXOLA 840.73 Q 10 262.23 66.38 66.64 2.26 39.75

GORDEXOLA 840.73 Q 100 419.57 67.39 67.75 2.75 147.92

GORDEXOLA 840.73 Q 500 629.35 68.13 68.53 3.08 266.89

GORDEXOLA 805.67 Q 10 262.23 66.15 66.55 2.80 27.61

GORDEXOLA 805.67 Q 100 419.57 66.97 67.63 3.61 47.43

GORDEXOLA 805.67 Q 500 629.35 67.59 68.39 4.23 287.48

GORDEXOLA 766.41 Q 10 262.23 65.96 66.41 2.98 26.44

GORDEXOLA 766.41 Q 100 419.57 66.80 67.46 3.64 122.02

GORDEXOLA 766.41 Q 500 629.35 67.54 68.16 3.84 319.48

GORDEXOLA 726.85 Q 10 262.23 65.80 66.26 2.98 30.87



(m3/s) (m) (m) (m/s) (m)

GORDEXOLA 726.85 Q 100 419.57 66.58 67.26 3.72 149.57

GORDEXOLA 726.85 Q 500 629.35 67.46 67.98 3.62 265.67

GORDEXOLA 689.22 Q 10 262.23 65.74 66.11 2.73 50.14

GORDEXOLA 689.22 Q 100 419.57 66.67 67.05 2.99 226.02

GORDEXOLA 689.22 Q 500 629.35 67.59 67.81 2.60 289.02

GORDEXOLA 658.87 Q 10 262.23 65.60 66.02 2.87 36.72

GORDEXOLA 658.87 Q 100 419.57 66.47 66.95 3.28 156.85

GORDEXOLA 658.87 Q 500 629.35 67.49 67.75 2.81 263.55

GORDEXOLA 621.61 Q 10 262.23 65.52 65.89 2.70 38.47

GORDEXOLA 621.61 Q 100 419.57 66.29 66.82 3.37 147.20

GORDEXOLA 621.61 Q 500 629.35 67.36 67.68 2.98 259.96

GORDEXOLA 589.22 Q 10 262.23 65.56 65.78 2.21 72.66

GORDEXOLA 589.22 Q 100 419.57 66.38 66.67 2.70 189.76

GORDEXOLA 589.22 Q 500 629.35 67.39 67.59 2.54 264.89

GORDEXOLA 548.26 Q 10 262.23 65.40 65.70 2.45 47.06

GORDEXOLA 548.26 Q 100 419.57 66.12 66.57 3.09 139.17

GORDEXOLA 548.26 Q 500 629.35 67.11 67.51 3.18 205.63

GORDEXOLA 529.06 Q 10 262.23 65.27 65.65 2.74 41.35

GORDEXOLA 529.06 Q 100 419.57 65.96 66.51 3.39 120.82

GORDEXOLA 529.06 Q 500 629.35 67.11 67.46 3.02 224.94

GORDEXOLA 491.66 Q 10 262.23 65.27 65.55 2.39 112.99

GORDEXOLA 491.66 Q 100 419.57 66.07 66.36 2.69 205.90

GORDEXOLA 491.66 Q 500 629.35 67.18 67.36 2.41 252.76

GORDEXOLA 466.43 Q 10 262.23 65.14 65.50 2.66 64.29

GORDEXOLA 466.43 Q 100 419.57 65.54 66.21 3.72 125.48

GORDEXOLA 466.43 Q 500 629.35 66.96 67.29 3.04 164.09

GORDEXOLA 458.35 Q 10 262.23 65.14 65.50

GORDEXOLA 458.35 Q 100 419.57 65.54 66.21

GORDEXOLA 458.35 Q 500 629.35 66.96 67.29

GORDEXOLA 455.17 Q 10 262.23 64.03 64.70 3.64 22.26

GORDEXOLA 455.17 Q 100 419.57 64.78 65.89 4.69 31.38

GORDEXOLA 455.17 Q 500 629.35 66.10 67.28 4.97 137.81

GORDEXOLA 411.76 Q 10 262.23 63.97 64.39 2.96 81.71

GORDEXOLA 411.76 Q 100 419.57 65.02 65.35 2.85 131.45

GORDEXOLA 411.76 Q 500 629.35 66.51 66.70 2.34 144.52

GORDEXOLA 366.13 Q 10 262.23 63.86 64.23 2.83 108.37

GORDEXOLA 366.13 Q 100 419.57 64.96 65.24 2.67 138.17

GORDEXOLA 366.13 Q 500 629.35 66.49 66.65 2.22 171.71

GORDEXOLA 290.09 Q 10 262.23 63.11 63.85 3.81 45.42

GORDEXOLA 290.09 Q 100 419.57 64.13 64.96 4.04 103.66

GORDEXOLA 290.09 Q 500 629.35 66.36 66.57 2.42 130.58



(m3/s) (m) (m) (m/s) (m)

GORDEXOLA 249.44 Q 10 262.23 62.94 63.57 3.51 36.40

GORDEXOLA 249.44 Q 100 419.57 63.71 64.70 4.41 43.24

GORDEXOLA 249.44 Q 500 629.35 64.99 66.21 4.89 104.61

GORDEXOLA 243.30 Q 10 262.23 62.94 63.57

GORDEXOLA 243.30 Q 100 419.57 63.71 64.70

GORDEXOLA 243.30 Q 500 629.35 64.99 66.21

GORDEXOLA 237.66 Q 10 262.23 62.83 63.48 3.61 35.40

GORDEXOLA 237.66 Q 100 419.57 63.40 64.50 4.71 40.43

GORDEXOLA 237.66 Q 500 629.35 64.09 65.66 5.69 61.52

GORDEXOLA 208.12 Q 10 262.23 62.75 63.32 3.39 60.45

GORDEXOLA 208.12 Q 100 419.57 63.40 64.20 4.14 92.91

GORDEXOLA 208.12 Q 500 629.35 64.07 65.04 4.79 100.98

GORDEXOLA 0.00 Q 10 262.23 61.89 62.50 3.73 91.88

GORDEXOLA 0.00 Q 100 419.57 62.62 63.28 4.21 112.18

GORDEXOLA 0.00 Q 500 629.35 63.34 64.06 4.66 116.01



PERFIL 920 SIN PERFIL 904 Y SIN PASARELA

PERFIL 920 CON PERFIL 904 Y SIN PASARELA

0 100 200 300 400 50060

65

70

75

80

85

90

Gordexola P lan: Plan 11Geom: Estado Actual (Secciones+AZUD)

RS = 920.03

Station (m)

Ele

vatio

n (

m)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

Crit Q 100

WS Q 10

Crit Q 10

Ground

Ineff

Bank Sta

.1 .043 .065

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 920.03

Station (m)

Ele

vatio

n (

m)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.1 .043 .065



PERFIL 920 CON PERFIL 904 Y CON PASARELA

VALORES DE LAS LAMINAS DE AGUA EN LA SECCIÓN 920 (SECCIÓN AGUAS ARRIBA DE LA PASARELA) PARA LAS TRES

SIMULACIONES

SIN AZUD SIN AZUD CON SECC 904 CON 904 Y PASARELA

Q10 66.46 66.61 66.62

Q100 67.54 67.58 67.6

Q500 68.22 68.27 68.34

0 100 200 300 400 50060

65

70

75

80

85

90


RS = 920.03

Station (m)

Ele

vatio

n (

m)

Legend

EG Q 500

WS Q 500

EG Q 100

Crit Q 500

WS Q 100

EG Q 10

WS Q 10

Ground

Bank Sta

.1 .043 .065



6.- CONCLUSIONES FINALES

La cota de tablero de la pasarela es, como mínimo, la resultante de sumar a la cota de la

lámina de agua para T500 en el punto de colocación de la pasarela (p.k. 902) los 50 cm. que el condicionante impone. La cota de la Q500 en este punto es 68,15, con lo que la cara inferior del centro del vano de la pasarela quedará en la cota 68,70 para cumplir con el resguardo de 0,5 metros mencionado. Esto se cumple escrupulosamente en la parte central, si bien en los apoyos se parte de 5 cm por encima de la cota de la lámina de agua correspondiente a la Q500 (68,20), dado que elevar estos arranques a la cota del centro del vano supondría un desarrollo de rampas que produciría como efecto una mayor ocupación del terreno al tener que satisfacer la normativa en materia de Accesibilidad, además de invadirse la calle que discurre paralelo al cauce, por lo que la opción de subir los arranques resulta inviable.

Es necesario indicar que, al introducirse en el cálculo una sección intermedia como es la 904, aumenta la densidad de datos y por lo tanto, la precisión del modelo, frente al original de URA en el que la mencionada sección 904 no figuraba; por lo tanto, existen diferencias lógicas entre el estudio original de URA y el presente estudio, derivadas de la mayor densidad de datos presentes en este estudio hidráulico frente al original. En cualquier caso, los resultados derivados de la introducción de la sección transversal 904 no alteran las consideraciones del proyecto ni varían en absoluto la cota de la pasarela, por lo que se mantiene el diseño original.

Las pilas que dan soporte a las rampas de acceso tienen sección circular.

Los estribos se conforman como muretes de 1 m de espesor, con forma hidrodinámica (tajamares circulares de 1 m de diámetro en ambos extremos), a favor de la dirección del agua.

El estribo y rampa de acceso de la margen izquierda se situan fuera de la zona de flujo preferente. el detalle donde figura la zona de flujo preferente correspondiente a la situación de la pasarela es el siguiente:



En base al presente estudio hidráulico se considera que la pasarela proyectada cumple con los condicionantes impuestos por la Agencia Vasca del Agua.

Gordexola, Abril de 2013

Los autores del proyecto

Fdo.: D. Ricardo Luís Urretxo García

Ingeniero de Caminos, Canales y Puertos

Colegiado nº 20.850

D. Jorge Roa González

Ingeniero de Caminos, Canales y Puertos Colegiado

nº 26.850

ASTIV INGENIERÍA, S.L.

Documents

Documento complementario al “Estudio hidráulico del … · de las dimensiones definidas en el proyecto de ejecución. Para cada una de ellas se establecerán las correspondientes