NUEVO ESTUDIO HIDROLÓGICO-HIDRÁULICO DEL TRAMO FINAL … · 2019-03-07 · nuevo estudio...

NUEVO ESTUDIO HIDROLÓGICO-HIDRÁULICO DEL

TRAMO FINAL DEL ARROYO MONTILLA EN EL

TÉRMINO MUNICIPAL DE SAN ROQUE (CÁDIZ).

(Modificación Puntual PGOU, NU-19. SMPC)

Mayo 2012

EMPRESA CONSULTORA

H.G.M. INGENIERIA DE CONSULTA

NUEVO ESTUDIO HIDROLÓGICO-HIDRÁULICO DEL TRAMO FINAL DEL

ARROYO MONTILLA EN EL TÉRMINO MUNICIPAL DE SAN ROQUE (CÁDIZ).


Indice General

MEMORIA

APÉNDICE: Resultados del modelo hidrául ico

PLANOS

1. Representación de la zona de dominio público

hidráulico (deslinde técnico). Situación actual.

2. Representación de la zona inundable por la

avenida de 500 años. Situación actual.


hidráulico (deslinde técnico). Situación futura.


avenida de 500 años. Situación futura.

5. Perfiles Transversales.

NUEVO ESTUDIO HIDROLÓGICO-HIDRÁULICO DEL TRAMO FINAL DEL ARROYO MONTILLA EN EL TÉRMINO MUNICIPAL DE SAN ROQUE (CÁDIZ).

(Modif icación Puntual PGOU, NU-19. SMPC)

M E M O R I A




MEMORIA

Í n d i c e

0.- INTRODUCCIÓN ................................................................................................................................ 1

1.- CAUDAL ASOCIADO A LAS AVENIDAS DE T = 10 Y 500 AÑOS..................................................... 3

2.- DEFINICIÓN DE LAS OBRAS DE CANALIZACIÓN DEL ARROYO.................................................... 5

3.- DELIMITACIÓN DEL DOMINIO PÚBLICO HIDRÁULICO Y ZONAS INUNDABLES........................... 9

3.1.- Resultados del modelo hidráulico del arroyo Montilla.................................................................9

3.2.- Representación de las zonas inundables ..................................................................................14

4.- CONCLUSIONES ............................................................................................................................. 15

APÉNDICE: Resu l tados de l mode lo h idráu l ico




MEMORIA

0 . - INTRODUCCIÓN

En septiembre del año 2010 se redactó el “Estudio hidrológico-hidráulico del tramo final del arroyo Montilla en el término municipal de San Roque (Cádiz)”. Los objetivos del mismo se exponían en la Memoria del trabajo y se reproducen seguidamente:

1. Determinación mediante un modelo hidrometeorológico de los caudales avenida del arroyo Montilla asociados a las avenidas de 10 y 500 años de período de retorno.

2. Cálculo de las líneas de inundación de la avenida de 10 años de período de retorno, que es la que corresponde a la definición del Deslinde Técnico del DPH, según la normativa andaluza y el POTCG.

3. Definición de un encauzamiento para proteger los suelos aguas abajo de la avenida de los 500 años, así como para completar el semiencauzamiento que supondría, sólo por la margen izquierda, la ejecución del SGV previsto.

El citado estudio fue informado por la Delegación Provincial de Cádiz de la Dirección General de Planificación y Gestión del Dominio Público Hidráulico de la Consejería de Medio Ambiente de la Junta de Andalucía con fecha 13 de marzo de 2012. En las conclusiones del informe se indicaba la siguiente:

“En relación al Estudio Hidráulico del arroyo Montilla, el documento definitivo de la Modificación deberá introducir una serie de correcciones conforme a lo expuesto a continuación:

· Se deberán volver a calcular los caudales asociados a las avenidas de 10 y 500 años, considerando al menos un número de curva de 60 para la avenida de 10 años y de 67 para la de 500 años, y no aceptando caudales por debajo de 3,70 m3/s y 26,5 m3/s para los períodos de retorno considerados.

N U E V O E S T U D I O H I D R O L Ó G I C O - H I D R Á U L I C O D E L T R A M O F I N A L D E L A R R O Y O M O N T I L L A E N T . M . D E S A N R O Q U E ( C Á D I Z )

MEMORIA 2

· Se deberán representar las nuevas avenidas en planos de planta de acuerdo a los nuevos caudales.”

De igual modo, en el informe se llamaba la atención sobre las siguientes cuestiones relacionadas con el estudio presentado:

- en el tramo inicial del encauzamiento, la avenida de 500 años de período de retorno se evacuaría por el cauce de aguas bajas por lo que la zona superior no entraría en funcionamiento lo que provocaría la elevación de la cota de la base de la sección en torno a 1,5-2 m.

- en el tramo final se producirá un aumento de velocidades respecto de la situación actual lo que, unido al giro de 90º que se produce en la traza del cauce, dará lugar a afecciones importantes en la zona de La Marina aumentando además la probabilidad de desbordamiento del entubamiento existente, por lo que habría que proponer soluciones al respecto.

- no se ha solucionado el cruce del encauzamiento con un canal de riegos existente; se debería recoger su afección para desarrollar posteriormente una solución en el proyecto constructivo.

En consecuencia se redacta la presente “Nuevo Estudio hidrológico-hidráulico del tramo final del arroyo Montilla en el término municipal de San Roque (Cádiz)” en la que se recogen las observaciones formuladas por la Dirección General de Planificación y Gestión del Dominio Público Hidráulico en su informe de marzo de 2012. En concreto se han modificado respecto del Estudio inicial los siguientes aspectos del cálculo:

1. Caudal asociado a las avenidas de 10 y 500 años de período de retorno

2. Definición de las obras de canalización del arroyo Montilla en su tramo final

3. Delimitación del dominio público hidráulico del arroyo y de la zona inundable por la avenida de 500 años antes y después de la ejecución de las obras proyectadas

A continuación se exponen los trabajos desarrollados.


MEMORIA 3

1. - CAUDAL ASOCIADO A LAS AVENIDAS DE T = 10 Y 500 AÑOS

Atendiendo a las recomendaciones de la Dirección General de Planificación y Gestión del Dominio Público Hidráulico, se ha revisado el cálculo de número de curva de la cuenca, obteniendo a partir del nuevo valor los caudales de avenida de 10 y 500 años de periodo de retorno.

De acuerdo con la metodología seguida en este Estudio, la del SCS, la asignación de un número de curva a una determinada porción de terreno depende dos factores: el grupo hidrológico a que pertenezca el terreno en cuestión y del uso y tratamiento que se dé al suelo.

Con motivo de la redacción del presente Estudio se ha revisado la asignación de grupos hidrológicos realizada en el estudio anterior. El resultado de este proceso se expone a continuación en dos tablas: la primera, corresponde a la distribución porcentual de cada grupo hidrológico y la segunda, corresponde a la distribución de los usos del suelo. En la última tabla se ha consignado el valor obtenido de número de curva:

Grupo hidrológico (%)

A B C D

0,00 66,49 0,00 33,51

D i s t r i b u c i ó n d e l o s g r u p o s h i d r o l ó g i c o s

Tipo de cultivo Porcentaje

Huerta y otros cultivos herbáceos en regadío 26,15

Labor intensiva 11,63

Pastizal 22,76

Matorral 29,75

Pastizal asociado a matorral 8,30

Eucalipto 1,19

Frondosas 0,22

Número de curva tipo II: 67,07

U s o s d e l s u e l o . N ú m e r o d e c u r v a

Este número de curva se ha mantenido para todos los periodos de retorno considerados. El resto de parámetros del modelo no se han modificado respecto del estudio de septiembre de 2010.

En resumen, los parámetros del modelo HMS adoptados finalmente son los que se muestran a continuación:

- Superficie de la cuenca: 3,988 km2


MEMORIA 4

- Duración del aguacero: 6 horas

- Distribución temporal: según hietograma triangular

- Coeficiente de simultaneidad de la lluvia: KA = 1

- Número de curva: 67,07

- Longitud de cauce: 5,277 km

- Pendiente del cauce: 0,0349 m/m

- Tiempo de concentración: 2,01 h (según fórmula de Témez)

Los resultados numéricos del modelo se resumen a continuación un cuadro en el que figuran los caudales punta y los volúmenes de hidrograma en el punto de estudio, junto con un gráfico ilustrativo.

Periodo de retorno (años) 10 500

Qmáx (m3/s) 3,72 28,78

V (103m3) 29,72 274,12

R e s u l t a d o s d e l m o d e l o H M S

Hidrogramas en el punto de estudioTormenta de 6 horas. Varios periodos de retorno

0

5

10

15

20

25

30

0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00

Tiempo desde el inicio de la tormenta (h)

Cau

dal (

m3 /s

)

T = 10 años T = 500 años

H i d r o g r a m a s d e a v e n i d a

En cuanto al caudal asociado a la máxima crecida ordinaria, se mantiene el criterio de asimilarlo al correspondiente a la avenida de 10 años de período de retorno (3,72 m3/s), quedando de esta forma ampliamente del lado de la seguridad.


MEMORIA 5

2. - DEFINICIÓN DE LAS OBRAS DE CANALIZACIÓN DEL ARROYO

En el Estudio de septiembre de 2010 se proponía una sección de encauzamiento para el arroyo Montilla consistente en un cauce de aguas bajas de sección trapezoidal, similar a la actual, bermas horizontales de cinco metros de anchura a cota similar a la del terreno y taludes de dos metros de altura que partían de los extremos exteriores de las bermas con una inclinación 3H/1V. En cualquier caso, en el estudio se advertía que la sección definitiva debería de concretarse en el proyecto correspondiente.

Siguiendo la indicaciones del Informe de la Dirección General de Planificación y Gestión del Dominio Público Hidráulico, en este Estudio se redefinen las obras de canalización del arroyo de forma que éstas se adapten lo mejor posible al terreno de las márgenes, evitando desbordamientos en el tramo final. Para ello se han introducido modificaciones tanto en la sección tipo como en el trazado en planta; dichas modificaciones se describen seguidamente:

La sección tipo se ha modificado en todo el tramo del encauzamiento (perfiles 1 a 39), reduciendo sus dimensiones ya que, como se indica acertadamente en el Informe, en el tramo inicial dicha sección estaba sobredimensionada al estar la avenida de 500 años contenida en el cauce de aguas bajas. Además se han modificado los materiales de recubrimiento en el canal sustituyendo la escollera por piedra natural con un coeficiente de rugosidad de nManning = 0,033. La sección adoptada se muestra en la siguiente figura:

Canal de piedra natural y lados de piedra suelta o rip-rap

P e r f i l d e l c a n a l ( P - 1 a P - 3 5 )

El canal de aguas bajas de la sección tiene capacidad suficiente para evacuar la máxima crecida ordinaria del arroyo Montilla, como se puede comprobar en los resultados del modelo hidráulico que se presentan en el apartado 3.1 del presente Estudio. Por otro lado, la berma diseñada ocupa la zona central de zona de servidumbre y tiene la anchura suficiente (3,5 m) como para permitir el paso de vehículos.

En el tramo final se ha introducido un cambio en el trazado en planta del arroyo con el fin de evitar el giro de 90 grados que se produce en la actualidad a la altura de la confluencia


MEMORIA 6

del arroyo con el canal de desagüe que transcurre paralelo al camino que conecta con la carretera de La Marina. Para ello se ha diseñado un acuerdo entre los perfiles 30 y 33, de forma que la traza del arroyo se sitúa ahora al otro lado del camino, independizando las dos corrientes hasta el desagüe en La Marina. El nuevo trazado se muestra en la figura adjunta.

P l a n t a d e d e t a l l e d e l n u e v o t r a z a d o d e l e n c a u z a m i e n t o

En los últimos 40 metros del tramo canalizado del arroyo se produce una transición de la sección tipo mostrada en la página anterior a otra trapecial de 4 metros de anchura en la base y taludes 5:1. A partir de este punto (perfil 39) comienza la obra de cruce con la carretera de La Marina con una sección ampliada respecto de la actual, pasando del conducto circular de 2,25 metros de diámetro a otro de sección rectangular de 4 m de anchura y hastiales de 1,125 m de altura con clave en forma de semielipse de eje mayor 4 m y eje menor 2,25 m de acuerdo.

En la figura de la página siguiente se han representado las secciones del tramo de transición (perfiles transversales P-36 a P-39) que finaliza a la altura de la entrada del tramo soterrado del arroyo, donde se pasa de la sección final del canal a la del nuevo conducto ampliado.


MEMORIA 7


P e r f i l ( P - 3 6 )


P e r f i l ( P - 3 7 )


P e r f i l ( P - 3 8 )


P e r f i l t r a n s v e r s a l d e l c a n a l e n e l p e r f i l P - 3 9 y s e c c i ó n d e e n t r a d a a l c o n d u c t o


MEMORIA 8

El conducto existente, que con esta solución sólo evacuará las aguas procedentes del canal de desagüe, se conecta con el nuevo aguas abajo de la carretera de La Marina, a la entrada de la calle de la Ribera del Pez Barbero. A partir de este punto se mantiene el trazado en planta del conducto actual hasta su desagüe en La Marina, ampliando su sección como se ha indicado anteriormente.

Como se verá en el siguiente apartado, con esta nueva sección de canalización se evitan desbordamientos en la zona del cruce con la carretera, incluso en situación de avenida de 500 años de período de retorno.

Finalmente, indicar que en el informe de la Dirección General de Planificación y Gestión del Dominio Público Hidráulico se hace referencia igualmente a la necesidad de dar una solución al cruce del canal de riegos existente con el arroyo Montilla, que tiene lugar entre los perfiles 31 y 32 del modelo hidráulico. Aunque la solución definitiva deberá definirse en el proyecto constructivo, se propone en principio la realización de un sifón como la alternativa más adecuada para solventar este cruce.


MEMORIA 9

3. - DELIMITACIÓN DEL DOMINIO PÚBLICO HIDRÁULICO Y ZONAS INUNDABLES

3.1.- Resultados del modelo hidráulico del arroyo Monti l la

En el Apéndice que acompaña a este Estudio se presentan los resultados del modelo HEC-RAS del tramo del arroyo Montilla tanto en la situación actual como en la situación futura, con las obras de encauzamiento finalizadas. En ambas hipótesis se han adoptado los nuevos caudales de las avenidas de 10 y 500 años de período de retorno, que definen el dominio público hidráulico y la zona inundable, respectivamente.

Al igual que en el estudio precedente, la información relativa al modelo HEC-RAS del tramo del arroyo Montilla objeto de estudio consiste en un informe, que elabora el propio programa, en el que se presentan de manera ordenada todos los datos y resultados relacionados con el modelo, más una representación de los perfiles transversales definidos en el modelo en la que se puede apreciar la totalidad del área inundada por los caudales simulados.

Los resultados del modelo se describen con detalle en el citado Apéndice, exponiéndose en las siguientes páginas un resumen de los mismos.

Finalmente, indicar que en la nueva modelización hidráulica en la situación futura se ha modificado la distribución y orientación de los perfiles transversales para adaptarse al trazado en planta y cambios de sección del encauzamiento. A continuación se incluye una planta con la nueva distribución de perfiles.

D e t a l l e d e l m o d e l o h i d r á u l i c o c o n e l n u e v o e n c a u z a m i e n t o


MEMORIA 10

Resumen de resu l tados . S i tuac ión ac tua l . Q M C O = 3 ,72 m3 /s .

Perfil Distancia al origen (m) Cota (m) Calado (m) Ancho (m) Observaciones

P-1 1.043 3,10 1,07 17,92

P-2 1.018 3,07 1,06 14,50

P-3 993 3,03 1,06 18,90

P-4 968 2,97 1,02 6,57

P-5 943 2,92 1,12 7,09

P-6 918 2,82 1,04 5,58

P-7 893 2,73 1,13 4,39

P-8 868 2,67 1,17 5,73

P-9 842 2,64 1,27 7,11

P-10 817 2,58 1,23 5,55

P-11 792 2,54 1,26 5,40

P-12 767 2,50 1,31 5,17

P-13 742 2,45 1,31 5,71

P-14 717 2,35 1,26 4,88

P-15 692 2,27 1,23 4,92

P-16 667 2,22 1,27 5,16

P-17 642 2,19 1,27 5,13

P-18 617 2,16 1,31 5,37

P-19 592 2,12 1,32 4,65

P-20 567 2,10 1,36 5,52

P-21 544 2,09 1,41 5,66

P-22 514 2,03 1,43 4,45

P-23 489 1,96 1,41 4,11

P-24 464 1,90 1,42 3,91

P-25 439 1,84 1,42 3,54

P-26 414 1,83 1,44 5,01

P-27 389 1,77 1,40 4,58

P-28 364 1,75 1,39 5,58

P-29 339 1,74 1,39 6,47

P-30 314 1,73 1,40 6,14

P-31 294 1,55 1,23 2,82

291 Canal de riegos

P-32 288 1,41 1,20 2,37

P-33 263 1,39 1,18 4,51

P-34 223 1,24 1,03 6,39

216 Puente acceso a Club de Polo

P-35 178 1,20 1,10 3,75

P-36 163 0,85 0,75 3,45

128 1er tramo canalizado

P-37 95 0,89 1,42 2,92

P-38 82 0,86 1,41 3,56

P-39 66 0,55 1,13 2,37

33 2º tramo canalizado

P-40 0 0,60 1,20 2,30


MEMORIA 11

Resumen de resu l tados . S i tuac ión ac tua l . Q 5 0 0 = 28 ,78 m3 /s .


P-1 1.043 3,88 1,85 19,94

P-2 1.018 3,75 1,74 24,47

P-3 993 3,35 1,38 20,49

P-4 968 3,00 1,05 86,43

P-5 943 2,93 1,13 151,03

P-6 918 2,83 1,05 153,47

P-7 893 2,74 1,14 149,31

P-8 868 2,70 1,20 147,78

P-9 842 2,67 1,30 142,44

P-10 817 2,62 1,27 150,26

P-11 792 2,57 1,29 158,95

P-12 767 2,53 1,34 162,54

P-13 742 2,47 1,33 154,46

P-14 717 2,46 1,37 145,10

P-15 692 2,46 1,42 130,84

P-16 667 2,45 1,50 117,51

P-17 642 2,44 1,52 105,32

P-18 617 2,43 1,58 113,82

P-19 592 2,43 1,63 104,83

P-20 567 2,42 1,68 101,93

P-21 544 2,42 1,74 127,02

P-22 514 2,42 1,82 183,20

P-23 489 2,42 1,87 215,91

P-24 464 2,42 1,94 246,89

P-25 439 2,42 2,00 274,02

P-26 414 2,42 2,03 317,33

P-27 389 2,42 2,05 347,88

P-28 364 2,42 2,06 377,47

P-29 339 2,42 2,07 410,16

P-30 314 2,42 2,09 445,12

P-31 294 2,42 2,10 469,78

291 Canal de riegos

P-32 288 1,69 1,48 361,12

P-33 263 1,56 1,35 292,30

P-34 223 1,51 1,30 258,05

216 Puente acceso a Club de Polo

P-35 178 1,51 1,41 251,16

P-36 163 1,47 1,37 183,41

128 1er tramo canalizado

P-37 95 1,43 1,96 137,31

P-38 82 1,39 1,94 81,55

P-39 66 1,24 1,82 66,84

33 2º tramo canalizado

P-40 0 0,94 1,54 1074,79


MEMORIA 12

Resumen de resu l tados . S i tuac ión fu tu ra . Q M C O = 3 ,72 m3 /s .


P-1 990 3.07 1.04 4.09

P-2 965 3.01 1.05 4.09

P-3 940 2.94 1.05 4.1

P-4 915 2.87 1.04 4.08

P-5 890 2.8 1.04 4.08

P-6 865 2.73 1.04 4.09

P-7 840 2.67 1.05 4.1

P-8 815 2.6 1.04 4.08

P-9 790 2.53 1.04 4.08

P-10 765 2.46 1.04 4.09

P-11 740 2.4 1.05 4.09

P-12 715 2.33 1.05 4.1

P-13 690 2.26 1.04 4.08

P-14 665 2.19 1.04 4.08

P-15 640 2.12 1.04 4.09

P-16 615 2.06 1.05 4.09

P-17 590 1.99 1.04 4.07

P-18 564 1.92 1.04 4.08

P-19 539 1.85 1.04 4.08

P-20 514 1.78 1.04 4.08

P-21 493 1.73 1.05 4.09

P-22 463 1.64 1.04 4.08

P-23 438 1.57 1.04 4.09

P-24 413 1.5 1.03 4.07

P-25 388 1.43 1.03 4.07

P-26 363 1.37 1.04 4.07

P-27 338 1.3 1.04 4.07

P-28 313 1.22 1.02 4.04

P-29 288 1.15 1.02 4.03

P-30 263 1.07 1.01 4.02

P-31 230 0.96 0.99 3.98

P-32 192 0.85 1.01 4.01

P-33 163 0.76 1.02 4.04

P-34 138 0.69 1.04 4.08

P-35 115 0.63 1.06 4.13

P-36 105 0.64 1.1 5.2

P-37 95 0.63 1.13 5.26

P-38 84 0.62 1.15 4.42

P-39 73 0.61 1.18 4.47

36 Nuevo tramo canalizado

P-40 0 0.6 1.2 29.99


MEMORIA 13

Resumen de resu l tados . S i tuac ión fu tu ra . Q 5 0 0 = 28 ,78 m3 /s .


P-1 990 4.38 2.35 15.13

P-2 965 4.32 2.36 15.14

P-3 940 4.25 2.36 15.15

P-4 915 4.18 2.35 15.12

P-5 890 4.11 2.35 15.12

P-6 865 4.05 2.36 15.14

P-7 840 3.98 2.36 15.15

P-8 815 3.91 2.35 15.11

P-9 790 3.84 2.35 15.12

P-10 765 3.77 2.35 15.13

P-11 740 3.71 2.36 15.15

P-12 715 3.64 2.36 15.16

P-13 690 3.57 2.35 15.13

P-14 665 3.51 2.36 15.14

P-15 640 3.44 2.36 15.16

P-16 615 3.38 2.37 15.18

P-17 590 3.31 2.36 15.15

P-18 564 3.24 2.36 15.17

P-19 539 3.18 2.37 15.19

P-20 514 3.12 2.38 15.22

P-21 493 3.07 2.39 15.26

P-22 463 2.99 2.39 15.28

P-23 438 2.94 2.41 15.32

P-24 413 2.88 2.41 15.33

P-25 388 2.82 2.42 15.38

P-26 363 2.77 2.44 15.45

P-27 338 2.72 2.46 15.52

P-28 313 2.67 2.47 15.56

P-29 288 2.63 2.5 15.65

P-30 263 2.59 2.53 15.76

P-31 230 2.53 2.56 15.9

P-32 192 2.49 2.65 16.21

P-33 163 2.46 2.72 16.47

P-34 138 2.44 2.79 16.73

P-35 115 2.42 2.85 16.96

P-36 105 2.4 2.86 17.43

P-37 95 2.34 2.84 16.34

P-38 84 2.15 2.68 5.64

P-39 73 1.98 2.55 5.02

36 Nuevo tramo canalizado

P-40 0 1.14 1.74 29.99


MEMORIA 14

3.2.- Representación de las zonas inundables

Los valores de altura de lámina y ancho de inundación de cada perfil se han trasladado a la cartografía disponible con objeto de delimitar las zonas inundables en el tramo en estudio asociadas a cada período de retorno.

Los planos así elaborados se han incluido al final de este Estudio. Su relación es la siguiente:

- Plano nº 1: Representación de la zona de dominio público hidráulico (deslinde técnico). Situación actual.

- Plano nº 2: Representación de la zona inundable por la avenida de 500 años. Situación actual.

- Plano nº 3: Representación de la zona de dominio público hidráulico (deslinde técnico). Situación futura.

- Plano nº 4: Representación de la zona inundable por la avenida de 500 años. Situación futura.

- Plano nº 5: Perfiles Transversales.

.


MEMORIA 15

4. - CONCLUSIONES

Con los trabajos realizados en el presente Estudio se consideran atendidas las observaciones formuladas por la Dirección General de Planificación y Gestión del Dominio Público Hidráulico en su informe de marzo de 2012.

A la vista de los resultados del modelo hidráulico en cuanto a la extensión de las zonas inundables por las avenidas de 10 y 500 años en situación futura, representadas en los Plano nº 3 y 4 del presente Estudio, se mantienen las conclusiones ya expuestas en el Estudio de noviembre de 2010:

- la zona de dominio público hidráulico (deslinde técnico) del arroyo, representada en el Plano núm. 1 de este Estudio, está totalmente contenida en la sección actual de aguas bajas del arroyo, por lo que no se identifican afecciones de ningún tipo.

- el nuevo encauzamiento del arroyo que se propone, descrito en el apartado 2 de este Estudio, tiene capacidad suficiente para evacuar sin problemas la avenida de 500 años de período de retorno. Con la ejecución de estas obras se cumple lo estipulado en el artículo 18.2 del Plan de prevención de avenidas e inundaciones en cauces urbanos andaluces en cuanto a la protección de los suelos urbanos situados inmediatamente aguas abajo del tramo encauzado.

Madrid, mayo de 2012

Fdo.: Rafael Garrote de Marcos Ingeniero de Caminos, Canales y Puertos

Colegiado núm. 9744

Rafa



APÉNDICE

RESULTADOS DEL MODELO HIDRÁULICO



INFORME DEL MODELO HEC-RAS

SITUACIÓN ACTUAL


APÉNDICE – RESULTADOS DEL MODELO HIDRÁULICO · INFORME DEL MODELO HEC-RAS EN SITUACIÓN ACTUAL 1

HEC-RAS Version 4.1.0 Jan 2010 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: Montilla_Mayo_2012 Project File : Montilla_Jun_2010.prj Run Date and Time: 14/05/2012 13:57:45 Project in SI units Project Description: Estudio Hidrológico e Hidráulico del arroyo Montilla en San Roque, Cádiz. PLAN DATA Plan Title: Montilla_Actual_May_12 Plan File : t:\Glenton\Montilla\Hec-Ras\Hec-Ras_Mayo_12\Montilla_Jun_2010.p03 Geometry Title: Actual_Mayo_12 Geometry File : t:\Glenton\Montilla\Hec-Ras\Hec-Ras_Mayo_12\Montilla_Jun_2010.g01 Flow Title : Caudales_DPH-500_May_12 Flow File : t:\Glenton\Montilla\Hec-Ras\Hec-Ras_Mayo_12\Montilla_Jun_2010.f01 Plan Summary Information: Number of: Cross Sections = 40 Multiple Openings = 0 Culverts = 3 Inline Structures = 0 Bridges = 1 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.003 Critical depth calculation tolerance = 0.003 Maximum number of iterations = 20 Maximum difference tolerance = 0.1 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: Caudales_DPH-500_May_12 Flow File : t:\Glenton\Montilla\Hec-Ras\Hec-Ras_Mayo_12\Montilla_Jun_2010.f01 Flow Data (m3/s) River Reach RS T=10 años T=500 años Montilla Sotogrande 1.043 3.72 28.78 Boundary Conditions



River Reach Profile Upstream Downstream Montilla Sotogrande T=10 años Known WS = 0.6 Montilla Sotogrande T=500 años Known WS = 0.6 GEOMETRY DATA Geometry Title: Actual_Mayo_12 Geometry File : t:\Glenton\Montilla\Hec-Ras\Hec-Ras_Mayo_12\Montilla_Jun_2010.g01 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 1.043 INPUT Description: P-1 Station Elevation Data num= 55 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 6.8 5.722 6.78 5.918 6.78 6.299 6.78 6.401 6.78 6.896 6.73 9.608 6.52 9.926 6.5 10.04 6.47 11.313 6.11 11.735 6 11.786 5.6 12.053 5.15 12.155 5 12.218 5.04 13.584 5.5 13.974 5.39 14.498 5.26 15.515 5 16.441 4.76 17.067 4.61 17.489 4.5 17.911 4.31 18.352 4 18.947 3.52 18.979 3.5 19.02 3.47 19.204 3.38 19.852 3.07 20.14 3 21.208 2.99 22.471 2.98 24.713 2.53 25.113 2.5 30.99 2.03 36.95 2.5 37.67 3 37.711 3.13 38.182 3.5 38.48 3.93 38.531 4 38.585 4.08 38.799 4.5 39.551 5 39.796 5 40.012 5.07 45.406 5.41 46.199 5.46 46.466 5.48 46.857 5.5 49.374 5.64 50.966 5.73 51.458 5.74 51.562 5.75 58.272 5.76 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 22.471 .05 37.711 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 25.113 36.95 25 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 1.018 INPUT Description: P-2 Station Elevation Data num= 57 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 6.5 .262 6.39 .665 6.21 1.139 6 1.443 5.66 2.001 5 2.214 5.4 2.256 5.5 3.267 5.05 3.352 5.01 4.165 4.63 4.322 4.57 4.492 4.5 6.755 4.26 7.672 4.17 8.177 4.12 9.116 4.05 9.268 4 9.509 4 14.195 3.72 14.365 3.71 15.568 3.65 17.714 3.5 20.322 3.29 22.167 3.13 23.872 3 25.005 2.91 25.968 2.84 26.509 2.81 28.024 2.77 28.947 2.62 32.276 2.5 34.64 2.01 36.528 2.5 36.849 2.74 37.3 3 37.691 3.31 37.932 3.5 38.493 3.95 38.554 4 38.644 4.07 40.048 4 40.57 3.81 41.171 3.58 41.392 3.5 41.623 3.43 41.864 3.34 42.625 3.08 43.568 3.15 44.631 3.14 46.958 3.05 47.529 3.02 48.612 3.07 49.104 3.09 49.525 3.1 49.846 3.12 50.989 3.12 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 28.024 .05 38.493 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 32.276 36.528 25 25 25 .1 .3 Right Levee Station= 38.64 Elevation= 4.07 CROSS SECTION



RIVER: Montilla REACH: Sotogrande RS: 0.993 INPUT Description: P-3 Station Elevation Data num= 42 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.43 11.995 4.03 13.955 3.89 22.688 3.41 22.919 3.42 26.36 3.5 27.15 3.5 28.131 3.74 32.842 3.5 39.755 3.5 40.966 3.5 48.965 3.5 50.62 3.62 50.821 3.6 51.733 3.5 52.295 3.44 52.726 3.39 53.769 3.17 54.09 3 63.49 2.7 65.8 2.93 68 2.34 69.49 2 70.34 1.97 71.289 2 71.86 2.37 72.121 2.5 72.693 2.86 72.903 3 72.994 3.06 73.575 3.5 73.776 3.67 74.157 4 74.77 4.39 74.95 3.59 74.99 3.5 75.061 3.35 75.351 3 75.702 2.97 89.23 2.92 91.878 3 92.139 3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 54.09 .05 74.77 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 69.49 71.289 25 25 25 .1 .3 Right Levee Station= 74.75 Elevation= 4.38 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.968 INPUT Description: P-4 Station Elevation Data num= 53 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 5.114 3.87 5.585 3.83 6.067 3.79 6.538 3.76 6.989 3.73 7.421 3.71 12.183 3.91 13.166 3.88 13.858 3.85 14.87 3.82 15.402 3.8 16.485 3.73 17.087 3.71 21.458 3.89 26.041 3.05 32.067 2.91 50.457 2.8 68.645 2.82 70.621 2.83 71.245 2.8 74.722 2.75 79.871 2.6 80.546 2.58 81.231 2.58 82.662 2.57 86.149 2.55 86.491 2.55 87.92 2.54 90.377 2.53 92.545 2.53 96.382 2.53 97.605 2.54 99.608 2.54 104.66 2.54 107.98 3 108.7 2.37 110.79 2 111.79 1.95 112.954 2 114.12 2.39 115.75 4.39 116.861 4 117.713 3.7 118.309 3.5 118.598 3.41 119.821 3 120.119 2.85 121.734 2.87 123.408 2.77 125.537 2.61 132.28 2.82 135.89 2.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 108.09 .05 115.75 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 110.79 112.954 25 25 25 .1 .3 Left Levee Station= 107.98 Elevation= 3 Right Levee Station= 115.74 Elevation= 4.39 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.943 INPUT Description: P-5 Station Elevation Data num= 82 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .51 5 .959 5 1.367 5 1.753 5 2.008 5 2.438 5 3.314 5 3.375 5 4.293 5 4.548 5 4.742 5 5.436 5 5.64 5 5.813 5 6.384 5 6.568 5 6.741 5 7.415 5 7.61 5 7.792 5 8.078 5 8.22 5 8.904 5 24.325 3.46 32.717 2.66 33.027 2.64 33.287 2.63 33.537 2.62 33.857 2.6 34.048 2.59 34.238 2.58 34.438 2.57 34.588 2.56 34.768 2.55 35.048 2.54 35.178 2.53 35.329 2.52 35.439 2.51 35.559 2.51 35.669 2.5 35.789 2.49 35.879 2.49 36.019 2.48 36.719 2.44 37.5 2.28 38.34 2.28 39.5 2.28 47.352 2.31 60.675 2.36 88.429 2.47 96.12 2.49 97.762 2.49 99.903 2.5 111.503 2.55



136.174 2.59 137.553 2.55 138.456 2.53 140.383 2.5 141.548 2.48 149.834 2.42 153.595 2.41 172.07 2.5 174.05 2.99 175.51 2.31 176.99 2 178.47 1.8 179.71 2 180.62 2.32 182.89 4.39 184.594 4 185.761 3.68 186.453 3.5 186.906 3.37 188.114 3 188.68 2.83 189.733 2.5 193.452 2.5 195.428 2.5 199.609 2.5 201.048 2.49 201.595 2.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 174.86 .05 182.89 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 176.99 179.71 25 25 25 .1 .3 Left Levee Station= 174.17 Elevation= 2.93 Right Levee Station= 182.98 Elevation= 4.4 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.918 INPUT Description: P-6 Station Elevation Data num= 78 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 1.395 5 2.093 5 2.166 5 4.946 4.72 7.071 4.6 8.561 4.53 9.832 4.45 11.054 4.38 12.274 4.32 13.301 4.26 13.815 4.23 14.439 4.19 15.455 4.13 16.371 4.07 17.346 4.01 18.222 3.95 19.007 3.91 19.551 3.86 24.29 3.39 24.663 3.37 25.749 3.3 35.681 2.85 47.901 2.25 84.131 2.39 97.031 2.43 107.101 2.45 111.089 2.46 118.571 2.48 123.563 2.49 127.982 2.5 130.011 2.5 136.358 2.5 142.836 2.5 143.851 2.5 151.032 2.35 152.408 2.32 157.952 2.38 164.574 2.46 166.851 2.46 169.457 2.47 170.782 2.48 173.451 2.48 179.703 2.5 180.041 2.5 180.282 2.5 180.336 2.5 180.45 2.5 180.589 2.5 181.974 2.5 184.6 2.94 185.779 2.5 185.978 2.42 186.829 2 188.07 1.78 189.498 2 190.086 2.47 190.131 2.5 190.213 2.57 190.697 3 191.127 3.43 191.181 3.5 191.222 3.55 192.598 4.25 193.673 3.67 194.239 3.5 195.394 3.15 195.868 3 196.216 2.89 197.455 2.5 212.135 2.37 214.804 2.34 215.402 2.34 215.601 2.34 215.665 2.34 215.738 2.34 215.791 2.35 217.935 2.38 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 184.6 .05 192.598 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 186.829 189.498 25 25 25 .1 .3 Left Levee Station= 184.87 Elevation= 2.83 Right Levee Station= 192.7 Elevation= 4.25 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.893 INPUT Description: P-7 Station Elevation Data num= 63 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 1.226 4.93 2.067 4.86 9.571 4.11 10.149 4.08 11.901 3.97 51.364 2.25 61.776 2.28 73.406 2.33 80.359 2.34 87.414 2.36 88.257 2.36 116.178 2.41 119.038 2.41 121.528 2.42 122.858 2.42 125.802 2.42 143.141 2.44 143.583 2.44 143.674 2.44 151.961 2.2 152.182 2.19 153.428 2.21 153.639 2.21 166.985 2.41 170.992 2.37 173.189 2.46 176.696 2.47 182.113 2.5 183.164 2.5 186.486 2.93 187.385 2.09 187.591 2 189 1.6 190.38 2 190.749 2.37 190.87 2.5 191.064 2.71 191.351 3 191.513 3.19 191.761 3.5 191.965 3.75 192.608 4.14 193.079 3.79 193.754 3.5 194.897 3 196.278 2.5 197.054 2.34 197.309 2.34 198.229 2.2 199.977 2.03 200.693 2.03 201.603 2.03 202.675 2.03 205.394 2.03 205.904 2.03 206.957 2.18 207.896 2.5 208.224 2.51 215.602 2.67 216.993 2.67 218.25 2.68 218.638 2.68 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val



0 .035 186.486 .05 192.608 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 187.591 190.38 25 25 25 .1 .3 Left Levee Station= 186.41 Elevation= 2.74 Right Levee Station= 192.61 Elevation= 4.14 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.868 INPUT Description: P-8 Station Elevation Data num= 68 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .063 5 .536 5 .701 5 .847 5 1.373 5 1.589 5 2.023 5 2.394 5 2.692 5 2.93 5 3.178 5 3.355 5 3.561 5 3.736 5 8.463 4.54 9.151 4.5 11.228 4.38 64.077 2.24 75.013 2.28 77.923 2.28 80.627 2.29 103.533 2.3 125.604 2.33 126.325 2.34 126.947 2.34 127.989 2.34 132.109 2.34 134.053 2.34 143.349 2.33 156.227 2.35 160.719 2.28 167.934 2.26 169.075 2.26 175.053 2.27 179.428 2.31 186.785 2.41 188.236 2.43 192.202 2.48 193.52 2.5 193.959 2.5 195.75 2.96 196.74 2.32 197.425 2 199.28 1.5 201.054 2 201.71 2.14 201.91 2.5 201.952 2.86 202.095 3 202.301 3.2 202.627 3.5 203.015 3.86 203.598 4.22 203.712 3.97 205.059 3.5 205.632 3.3 206.491 3 207.891 2.52 207.942 2.5 208.003 2.48 209.413 2 215.995 2 222.097 2 223.609 2.02 226.798 2.04 228.943 2.05 229.077 2.05 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 196.588 .05 203.598 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 197.425 201.054 26 26 26 .1 .3 Left Levee Station= 195.89 Elevation= 2.69 Right Levee Station= 203.6 Elevation= 4.22 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.842 INPUT Description: P-9 Station Elevation Data num= 82 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .579 5 1.029 5 1.424 5 2.821 4.87 3.584 4.82 5.889 4.7 45.951 3.29 51.925 3.06 55.1 2.94 57.623 2.84 59.653 2.76 61.567 2.68 62.68 2.64 63.553 2.6 64.28 2.57 64.963 2.55 65.352 2.53 71.399 2.23 71.585 2.23 72.344 2.23 72.869 2.23 73.29 2.23 105.761 2.21 116.86 2.23 118.845 2.23 120.158 2.24 121.792 2.24 123.086 2.25 124.259 2.25 128.169 2.25 129.593 2.26 133.713 2.24 149.033 2.31 159.51 2.36 162.222 2.37 163.192 2.36 169.016 2.3 171.118 2.29 176.791 2.21 177.062 2.21 177.432 2.21 177.782 2.21 180.514 2.28 195.945 2.53 196.305 2.5 198.166 2.91 199.72 2.28 200.32 2 201.669 1.53 201.709 1.5 203.11 1.37 204.471 1.5 205.111 1.9 205.262 2 205.492 2.21 205.702 2.43 205.802 2.5 205.892 2.58 206.222 3 206.473 3.12 206.883 3.5 207.44 3.9 207.864 3.63 208.094 3.5 208.874 3.07 209.004 3 209.225 2.89 209.935 2.5 210.756 2.04 210.826 2 212.497 1.99 220.403 1.94 220.963 1.94 221.423 1.93 222.724 1.93 223.104 1.93 223.405 1.93 223.995 1.93 224.706 1.94 226.507 1.94 235.013 1.95 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 198.166 .05 207.44 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 201.709 204.471 25 25 25 .1 .3 Left Levee Station= 198.66 Elevation= 2.67 Right Levee Station= 207.44 Elevation= 3.9



CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.817 INPUT Description: P-10 Station Elevation Data num= 67 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .054 5 .519 4.98 2.751 4.9 7.077 4.75 11.242 4.6 15.224 4.46 19.63 4.3 22.57 4.19 25.066 4.1 27.348 4 29.624 3.91 31.003 3.85 64.805 2.17 71.395 2.14 76.486 2.12 80.888 2.11 100.156 2.08 104.285 2.09 107.323 2.09 110.293 2.1 111.576 2.11 115.361 2.12 118.929 2.12 131.925 2.12 137.104 2.13 148.675 2.07 153.027 2.05 159.43 2.08 162.301 2.05 166.172 2 170.114 1.98 170.384 1.97 179.19 1.92 195.602 1.97 197.132 2 198.864 2.29 199.714 2.5 201.325 2.85 202.626 2.5 203.11 2.12 203.29 2 203.78 1.61 204.018 1.5 205.27 1.35 206.549 1.5 206.89 1.64 207.16 1.96 207.25 2.04 207.36 2.15 207.75 2.5 208.2 2.81 208.481 3 209.52 3.36 209.982 3 210.452 2.72 210.833 2.5 210.923 2.44 211.673 2 211.873 1.95 224.452 1.89 225.723 1.91 226.263 1.91 226.613 1.9 226.824 1.9 227.694 1.9 235.109 1.91 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 201.325 .05 209.52 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 204.018 206.549 25 25 25 .1 .3 Left Levee Station= 202.21 Elevation= 2.62 Right Levee Station= 209.52 Elevation= 3.36 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.792 INPUT Description: P-11 Station Elevation Data num= 55 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 2.066 4.92 5.219 4.79 7.142 4.71 56.226 2.16 58.672 2.13 69.799 2.07 78.676 2.04 86.557 2.02 90.094 2.01 95.439 2.02 99.379 2.02 104.857 2.04 109.71 2.05 114.571 2.04 124.763 2.02 134.525 2.01 137.474 2.02 139.625 2 142.501 1.98 148.31 1.94 158.233 1.85 162.012 1.82 175.812 1.74 176.564 1.74 189.563 1.72 193.685 1.9 195.817 1.93 199.309 1.97 199.619 2 200.45 2.21 200.781 2.31 201.441 2.5 202.592 2.84 204.263 2.5 204.823 2.06 204.913 2 205.043 1.85 205.384 1.5 206.98 1.28 208.496 1.5 208.776 1.9 208.877 2 209.027 2.14 209.437 2.5 209.687 2.69 209.987 3 211.31 3.38 212.299 2.64 212.569 2.5 212.839 2.34 213.47 2 220.775 1.96 231.402 1.91 240.558 1.86 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 202.592 .05 211.31 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 205.384 208.496 25 25 25 .1 .3 Left Levee Station= 203.79 Elevation= 2.57 Right Levee Station= 211.31 Elevation= 3.38 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.767 INPUT Description: P-12 Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.99 8.783 4.42 53.072 2.13 56.305 2.1 70.911 2.02 77.007 2 82.002 1.98 89.605 1.91 102.485 2 104.158 2 108.004 2.01 113.576 2 115.607 2 134.551 1.95 144.264 1.88



150.785 1.84 154.085 1.81 159.304 1.76 166.505 1.7 174.488 1.67 185.348 1.62 196.881 1.79 198.493 2 198.941 2.06 202.376 2.5 204.19 2.9 204.58 2.89 206.801 2.58 207.128 2.5 207.934 2.02 207.97 2 208.002 1.98 208.177 1.5 210 1.19 211.773 1.5 211.984 2.23 212.311 2.5 213.171 3 214.04 3.45 214.4 3 214.882 2.57 214.972 2.5 215.035 2.45 215.94 2 216.911 1.75 217.511 1.71 227.105 1.71 231.064 1.7 231.171 1.69 238.498 1.69 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 204.566 .05 214.04 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 208.177 211.773 25 25 25 .1 .3 Left Levee Station= 206.75 Elevation= 2.53 Right Levee Station= 214.04 Elevation= 3.45 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.742 INPUT Description: P-13 Station Elevation Data num= 52 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 1.252 4.92 4.441 4.73 17.71 3.88 51.778 2.11 55.58 2.07 69.649 2 74.166 1.98 85.154 1.95 91.518 1.89 102.26 1.96 107 1.97 111.665 1.96 117.881 1.94 134.991 1.89 156.154 1.74 158.269 1.72 159.329 1.71 160.997 1.7 163.278 1.68 168.711 1.66 179.579 1.84 179.668 1.84 190.966 1.81 191.829 2 195.105 2.91 197.14 2.64 198.146 2.5 198.379 2.38 199.09 2 199.313 1.81 199.644 1.5 201.17 1.14 202.775 1.5 203.052 1.73 203.442 2 203.782 2.31 203.996 2.5 204.685 2.99 204.717 3 205.18 3.4 206.282 2.63 206.502 2.5 206.649 2.42 207.293 2 210.612 1.96 219.432 1.95 222.241 1.92 226.324 1.91 227.268 1.9 228.498 1.76 228.977 1.76 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 195.105 .05 205.18 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 199.644 202.775 25 25 25 .1 .3 Left Levee Station= 198.06 Elevation= 2.46 Right Levee Station= 205.18 Elevation= 3.4 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.717 INPUT Description: P-14 Station Elevation Data num= 49 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 14.209 4.12 15.131 4.06 17.642 3.9 19.924 3.76 29.058 3.18 49.944 2.09 54.509 2.03 61.043 2 82.458 1.91 90.245 1.89 94.626 1.85 101.858 1.89 104.982 1.9 108.012 1.89 126.468 1.82 135.817 1.79 138.337 1.77 149.734 1.67 152.122 1.69 158.677 1.75 171.67 1.89 180.186 2 181.192 2.18 182.824 2.5 185.897 2.9 186.023 2.5 186.197 2.43 187.221 2 187.365 1.89 187.865 1.5 188.98 1.09 190.25 1.5 190.549 1.76 190.88 2 191.104 2.21 191.413 2.5 191.726 2.77 191.967 3 192.5 3.32 193.314 3 194.267 2.51 194.821 2.21 195.224 2 195.501 1.99 203.556 1.77 206.517 1.7 214.121 1.72 216.684 1.72 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 185.897 .05 192.5 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 187.865 190.25 25 25 25 .1 .3 Left Levee Station= 186.22 Elevation= 2.39 Right Levee Station= 192.5 Elevation= 3.32



CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.692 INPUT Description: P-15 Station Elevation Data num= 56 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 3.737 4.77 12.802 4.2 16.92 3.95 23.028 3.57 25.223 3.44 27.19 3.32 28.785 3.23 30.152 3.15 31.339 3.08 33.043 2.98 33.943 2.93 35.422 2.84 36.036 2.81 36.627 2.78 37.116 2.75 48.22 2.02 49.429 2 76.575 1.87 98.58 1.77 100.388 1.76 100.605 1.76 117.465 1.7 127.692 1.66 133.024 1.66 143.65 1.66 159.627 1.65 162.959 1.65 165.334 1.99 165.401 2 165.477 2.02 167.186 2.5 169.23 2.88 170.428 2.5 170.773 2.32 171.327 2 171.748 1.83 172.369 1.5 173.613 1.04 175.013 1.5 175.241 1.75 175.568 2 175.756 2.23 175.921 2.5 176.131 2.87 176.185 3 176.91 3.26 177.429 3 177.608 2.9 177.84 2.78 178.341 2.5 179.24 2.01 184.267 1.91 194.917 1.69 200.212 1.8 203.652 1.82 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 167.186 .045 177.429 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 172.369 175.013 25 25 25 .1 .3 Left Levee Station= 170.62 Elevation= 2.32 Right Levee Station= 176.92 Elevation= 3.26 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.667 INPUT Description: P-16 Station Elevation Data num= 47 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .635 4.96 32.721 2.57 40.429 2 58.797 1.85 74.424 1.77 79.353 1.75 96.047 1.67 100.801 1.64 107.687 1.63 113.688 1.63 119.865 1.63 141.758 1.61 142.469 1.72 144.437 2 146.343 2.5 148.2 2.83 149.863 2.5 149.961 2.44 150.695 2 151.16 1.74 151.504 1.5 151.925 1.17 152.171 1 153.11 .95 154.045 1 154.134 1.08 154.179 1.1 154.246 1.15 154.689 1.5 155.123 1.89 155.257 2 155.454 2.19 155.633 2.43 155.7 2.5 155.722 2.52 156.541 3 156.98 3.15 157.695 2.66 157.994 2.5 158.361 2.3 158.929 2 161.55 1.92 162.78 1.88 166.618 1.79 177.307 1.76 182.867 1.72 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 146.343 .045 157.695 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 152.171 154.045 25 25 25 .1 .3 Left Levee Station= 150.08 Elevation= 2.28 Right Levee Station= 156.92 Elevation= 3.22 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.642 INPUT Description: P-17 Station Elevation Data num= 47 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 2.142 4.84 4.19 4.69 5.875 4.57 7.586 4.45 15.689 3.37 25.074 2.13 28.929 2 32.745 1.97 59.041 1.71 59.83 1.7 64.013 1.7 76.092 1.82 76.683 1.81 94.574 1.78 120.753 1.94 121.129 2 122.461 2.5 124.55 2.81 125.812 2.32 126.281 2 126.577 1.64 126.755 1.5 127.055 1.24 127.368 1 128.48 .92 129.596 1 129.676 1.05 129.909 1.17 130.531 1.5



131.018 1.99 131.287 2.43 131.331 2.5 132.074 2.89 132.1 3 132.3 3.17 132.571 3 133.273 2.67 133.617 2.5 133.827 2.38 134.557 2 135.102 1.73 135.303 1.65 135.943 1.6 138.408 1.93 140.094 1.9 161.58 1.71 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 122.363 .045 132.571 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 127.368 129.596 25 25 25 .1 .3 Left Levee Station= 125.83 Elevation= 2.24 Right Levee Station= 132.3 Elevation= 3.17 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.617 INPUT Description: P-18 Station Elevation Data num= 55 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 2.086 3.98 3.1 3.48 3.8 3.15 4.222 2.94 4.494 2.78 8.544 2 13.066 1.97 15.446 1.96 20.532 1.92 24.404 1.89 26.848 1.86 28.04 1.85 44.786 1.7 56.111 1.6 59.152 1.59 63.439 1.59 64.899 1.59 77.437 1.57 88.974 1.64 89.902 1.64 91.627 1.67 93.769 1.54 95.606 1.73 112.538 2 113.641 2.33 114.219 2.5 115.899 2.78 117.122 2.5 117.195 2.5 117.306 2.43 117.961 2 118.096 1.9 118.548 1.5 118.952 1.18 119.243 1 120.64 .85 122.161 1 122.533 1.5 122.878 2 123.169 2.22 123.541 2.5 123.689 2.61 124.214 3 124.895 3.17 125.123 3 125.531 2.74 125.903 2.5 126.342 2.27 126.804 2 126.993 1.92 131.833 1.61 141.777 1.64 153.299 1.62 153.971 1.62 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 114.219 .045 125.123 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 119.243 122.161 25 25 25 .1 .3 Left Levee Station= 117.54 Elevation= 2.22 Right Levee Station= 124.9 Elevation= 3.27 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.592 INPUT Description: P-19 Station Elevation Data num= 62 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .189 4.98 3.569 4.62 6.353 4.32 8.787 4.05 10.802 3.83 12.508 3.65 14.143 3.47 14.246 3.46 15.528 3.31 16.602 3.19 17.576 3.08 18.47 2.97 19.172 2.89 19.881 2.81 20.483 2.74 21.013 2.68 21.429 2.63 21.815 2.58 22.165 2.54 22.517 2.5 25.093 1.71 26.842 1.7 34.711 1.66 44.129 1.6 50.479 1.59 56.482 1.58 66.63 1.56 78.193 1.54 83.814 1.53 95.93 1.53 102.012 1.52 117.894 1.52 119.275 1.54 120.978 2 122.573 2.46 124.11 2.74 125.329 2.5 125.474 2.41 125.827 2 126.177 1.61 126.302 1.5 126.63 1.09 126.724 1 128.12 .8 129.475 1 129.731 1.29 129.987 1.5 130.161 1.74 130.3 2 130.57 2.41 130.646 2.5 130.996 2.7 132.05 3.14 132.479 3 133.102 2.5 133.68 2.21 134.097 2 134.958 1.69 136.566 1.58 155.649 1.56 159.933 1.57 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 122.681 .045 132.479 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 126.724 129.475 25 25 25 .1 .3 Left Levee Station= 125.62 Elevation= 2.2 Right Levee Station= 132.02 Elevation= 3.19



CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.567 INPUT Description: P-20 Station Elevation Data num= 65 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 6.946 4.63 9.154 4.51 11.087 4.41 12.979 4.31 14.696 4.22 15.3 4.19 24.928 3.69 26.043 3.64 27.064 3.59 28.057 3.55 28.962 3.51 29.724 3.48 30.465 3.44 31.206 3.41 31.888 3.38 32.615 3.35 33.269 3.32 49.893 1.56 61.016 1.56 71.714 1.54 83.708 1.53 87.573 1.52 99.35 1.52 100.885 1.51 112.377 1.5 113.244 1.5 115.225 1.48 128.787 1.5 129.678 1.5 131.99 1.59 136.625 2 137.633 2.43 137.853 2.5 138.77 2.71 139.856 2.5 139.901 2.47 140.434 2 140.587 1.87 141.012 1.5 141.29 1.3 141.618 1 143.27 .74 145.158 1 145.266 1.3 145.449 1.5 145.552 1.66 145.794 2 145.947 2.31 146.077 2.5 146.297 2.89 146.391 3 146.691 3.09 147.175 3 147.431 2.82 147.892 2.5 148.667 2.09 148.834 2 148.945 1.95 149.837 1.5 150.071 1.48 151.438 1.5 152.051 1.5 159.195 1.5 160.737 1.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 137.853 .045 147.175 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 141.618 145.158 23 23 23 .1 .3 Left Levee Station= 140.05 Elevation= 2.2 Right Levee Station= 146.66 Elevation= 3.21 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.544 INPUT Description: P-21 Station Elevation Data num= 120 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 1.227 4.99 2.468 4.97 3.474 4.92 5.31 4.88 7.217 4.83 9.146 4.78 13.109 4.66 16.852 4.55 20.199 4.44 23.46 4.34 26.445 4.25 27.75 4.21 29.033 4.18 29.749 4.16 30.781 4.12 32.253 4.07 33.787 4.01 35.343 3.95 36.927 3.89 38.193 3.83 39.48 3.78 42.005 3.66 43.363 3.6 44.601 3.54 45.796 3.48 46.871 3.43 56.482 2.87 90.373 .99 97.093 .98 98.971 .99 100.992 1 103.303 1.03 104.161 1.02 108.166 1.05 110.044 1.07 112.426 1.11 118.104 1.15 135.394 1.14 141.696 1.14 144.43 1.13 156.945 1.09 179.177 1.19 182.566 1.4 183.027 1.5 183.53 1.66 184.452 2 185.107 2.33 185.485 2.5 187.05 2.81 187.861 2.57 188.16 2.34 188.7 1.97 188.88 1.73 189.04 1.58 189.26 1.34 189.51 1.06 189.59 .99 190.05 .74 191.65 .68 193.49 .75 193.93 1.01 194.05 1.49 194.12 1.74 194.15 2 194.303 2.44 194.354 2.5 194.468 2.62 194.653 3 195.194 3.09 195.441 2.96 195.89 2.79 196.73 2.5 197.426 2.24 198.103 2 199.015 1.59 199.26 1.5 199.476 1.48 199.69 1.5 199.773 1.5 199.845 1.5 201.432 1.5 207.311 1.5 210.034 1.49 222.107 1.49 227.699 1.49 228.939 1.49 231.693 1.5 232.297 1.5 232.809 1.5 235.963 1.52 243.582 1.55 251.24 1.58 258.48 1.58 275.825 1.58 297.043 1.6 298.558 1.6 299.213 1.6 299.839 1.61 300.945 1.61 322.898 1.69 331.386 1.71 346.645 1.75 347.802 1.76 350.372 1.77 375.52 1.81 382.668 1.95 383.537 1.97 384.828 2 384.93 2 387.552 2.16 388.186 2.19 389.375 2.24 391.165 2.33 391.432 2.34 393.696 2.39 395.334 2.3 396.819 2.5 396.952 2.5 398.027 2.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 186.439 .045 195.441 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 189.59 193.93 30 30 30 .1 .3 Left Levee Station= 188.31 Elevation= 2.16 Right Levee Station= 195.23 Elevation= 3.2 CROSS SECTION



RIVER: Montilla REACH: Sotogrande RS: 0.514 INPUT Description: P-22 Station Elevation Data num= 91 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 18.136 4.58 68.993 4.18 69.877 4.18 70.803 4.17 71.723 4.16 73.725 4.14 79.03 4.06 80.041 4.05 81.06 4.04 81.569 4.01 127.888 1.67 128.319 1.65 128.765 1.64 129.21 1.62 130.108 1.59 130.943 1.56 131.664 1.54 132.357 1.51 132.973 1.49 133.248 1.48 133.503 1.47 133.835 1.46 134.09 1.45 134.366 1.44 134.642 1.43 134.918 1.42 135.137 1.41 135.37 1.4 135.816 1.38 136.056 1.37 136.276 1.36 136.488 1.35 136.672 1.34 144.231 .91 146.084 .9 149.789 .92 151.748 .93 170.163 1 170.205 1 173.557 1.02 198.624 1.2 208.213 1.25 211.572 1.25 214.513 1.25 217.673 1.25 238.289 1.25 249.098 1.24 259.227 1.24 266.489 1.23 272.59 1.24 281.022 1.25 287.81 1.25 287.927 1.28 288.913 1.5 289.604 1.75 290.437 2 290.693 2.13 291.146 2.5 292.22 2.81 293.576 2.5 293.867 2.26 294.24 2 294.656 1.62 294.787 1.5 295.414 1.05 295.473 1 296.8 .6 298.109 1 298.131 1.03 298.373 1.5 298.409 1.58 298.634 2 298.678 2.15 298.845 2.5 298.903 2.69 298.957 2.7 299.24 2.92 299.46 3.05 299.577 2.84 300.101 2.5 300.738 2.11 300.913 2 301.016 1.93 301.774 1.5 302.123 1.45 303.71 1.44 313.722 1.46 327.904 1.49 330.123 1.5 330.181 1.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 291.526 .045 299.46 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 295.473 298.109 25 25 25 .1 .3 Left Levee Station= 293.88 Elevation= 2.11 Right Levee Station= 299.41 Elevation= 3.1 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.489 INPUT Description: P-23 Station Elevation Data num= 110 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .29 5 .396 5 .481 5 .573 5 .962 5 1.083 5 1.422 5 1.741 5 1.946 5 2.208 5 2.413 5 2.59 5 4.316 5 5.037 5 5.399 5 5.512 5 5.632 5 56.712 3.8 97.073 3.47 97.766 3.47 98.502 3.47 99.224 3.46 100.801 3.44 104.989 3.38 105.782 3.37 106.588 3.36 155.171 .89 158.156 .91 159.026 .92 159.776 .92 165.302 .93 179.055 .95 181.892 .96 184.538 .98 186.632 1 192.695 1.04 220.52 1.25 232.434 1.28 236.685 1.28 260.707 1.29 272.465 1.3 283.207 1.3 288.744 1.3 303.241 1.26 307.55 1.31 323.955 1.47 329.131 1.47 330.107 1.48 333.21 1.5 333.837 1.82 334.362 2 335.093 2.44 335.224 2.5 335.84 2.75 336.77 2.5 338.371 2.11 338.457 2 338.479 1.96 339.026 1.5 339.304 1.22 339.457 1 340.68 .55 341.823 1 341.985 1.17 342.223 1.5 342.523 1.89 342.618 2 342.793 2.22 342.954 2.41 343.035 2.5 343.246 2.68 343.604 3 343.654 3.02 344.035 2.73 344.371 2.5 345.035 2.01 345.071 1.99 345.779 1.5 349.845 1.5 355.194 1.5 374.012 1.5 376.106 1.51 378.087 1.52 385.092 1.55 390.466 1.57 391.808 1.57 400.711 1.57 405.583 1.58 418.233 1.59 420.432 1.59 424.976 1.6 432.065 1.61 440.505 1.64 448.718 1.67 459.837 1.7 472.442 1.74 476.271 1.76 484.739 1.78 499.137 1.81 508.177 1.99 508.988 2 511.783 2.06 511.967 2.07 512.059 2.06 513.901 2.02 516.686 2.47 516.871 2.48 517.393 2.5 518.521 2.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 335.224 .045 343.654 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 339.457 341.823 25 25 25 .1 .3 Left Levee Station= 337.91 Elevation= 2.04



Right Levee Station= 343.56 Elevation= 3.02 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.464 INPUT Description: P-24 Station Elevation Data num= 103 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .135 5 3.228 4.92 7.611 4.81 12.665 4.68 79.729 3.09 110.623 2.82 111.147 2.82 111.699 2.81 112.252 2.81 113.441 2.79 116.599 2.75 117.193 2.74 117.802 2.73 153.794 .9 160.696 .95 162.707 .95 164.477 .96 177.467 .99 179.124 .99 180.512 1 197.502 1.11 199.662 1.13 210.181 1.21 237.99 1.27 279.58 1.31 281.752 1.31 296.605 1.3 311.462 1.3 318.966 1.28 319.367 1.29 328.18 1.38 340.783 1.38 348.167 1.39 358.912 1.46 361.082 1.46 363.906 1.46 364.256 1.5 364.964 1.83 365.278 2 365.417 2.12 366.009 2.5 366.139 2.53 366.93 2.7 367.848 2.5 367.942 2.38 368.264 2 368.453 1.75 368.583 1.5 368.951 1.02 369.081 1 370.31 .48 371.578 1 371.672 1.16 371.95 1.5 372.139 1.78 372.345 2 372.834 2.49 372.906 2.5 373.2 2.98 374.6 2.5 375.264 2.24 375.892 2 376.533 1.71 377.089 1.5 382.402 1.49 386.146 1.48 387.329 1.47 388.795 1.47 389.432 1.47 390.279 1.47 390.925 1.47 391.19 1.47 391.912 1.48 394.92 1.48 403.51 1.49 404.371 1.49 405.165 1.5 408.777 1.51 419.842 1.55 427.776 1.57 434.722 1.58 441.484 1.58 447.584 1.6 458.238 1.62 458.939 1.63 467.432 1.66 475.32 1.69 480.011 1.7 491.398 1.73 496.376 1.76 507.22 1.79 517.299 1.8 523.871 1.93 527.745 2 528.378 2.01 532.118 2.19 534.091 2.03 534.142 2.04 534.235 2.07 535.4 2.5 535.657 2.52 535.727 2.52 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 366.139 .045 374.6 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 369.081 371.578 25 25 25 .1 .3 Left Levee Station= 368.25 Elevation= 1.99 Right Levee Station= 373.14 Elevation= 2.98 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.439 INPUT Description: P-25 Station Elevation Data num= 113 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .05 5 .121 5 .207 5 .306 5 .384 5 .462 5 .568 5 .625 5 .675 5 17.208 4.57 21.569 4.46 26.581 4.33 90.006 2.81 117.5 2.54 117.954 2.54 118.437 2.53 118.912 2.53 119.954 2.52 122.691 2.47 123.208 2.46 123.733 2.46 154.24 .9 162.967 .96 165.541 .97 167.789 .98 176.346 1 201.508 1.16 205.932 1.18 206.152 1.18 206.258 1.18 207.654 1.19 237.028 1.26 237.68 1.26 253.218 1.29 281.106 1.32 287.22 1.32 330.722 1.3 332.096 1.3 332.527 1.3 332.797 1.3 333.159 1.3 334.703 1.3 358.644 1.36 362.068 1.37 365.928 1.37 369.237 1.36 385.171 1.38 390.448 1.39 392.703 1.47 392.865 1.5 393.192 1.91 393.273 2 393.381 2.1 393.798 2.5 394.54 2.59 395.345 2.5 395.484 2.4 396.053 2 396.317 1.56 396.353 1.5 396.382 1.47 396.682 1 396.727 .94 397.063 .5 397.87 .42 398.812 .5 399.054 .93 399.112 1 399.157 1.07 399.448 1.5 399.785 1.96 399.829 2 399.865 2.05 400.31 2.5 400.39 2.95 400.982 2.8 401.471 2.5 401.704 2.36 402.273 2 402.609 1.79 403.076 1.5 403.842 1.47 409.622 1.48 412.827 1.47 415.155 1.46 423.49 1.5 426.57 1.5 432.905 1.52 435.183 1.53 439.787 1.55 449.414 1.58 464.64 1.62 465.662 1.62 476.369 1.64 483.784 1.64 490.133 1.65 497.002 1.68 499.842 1.69 503.952 1.7 508.961 1.72 515.296 1.75 516.37 1.76 528.256 1.79 534.313 1.8 538.337 1.88 541.636 1.94 545.505 2 547.957 2.17 551.103 2.32 552.268 2.22 553.023 2.5 553.37 2.53 Manning's n Values num= 3



Sta n Val Sta n Val Sta n Val 0 .035 393.798 .045 400.982 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 397.063 398.812 25 25 25 .1 .3 Left Levee Station= 395.26 Elevation= 1.94 Right Levee Station= 400.95 Elevation= 3.11 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.414 INPUT Description: P-26 Station Elevation Data num= 108 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .198 5 .341 5 .433 5 36.2 4.07 40.001 3.97 44.362 3.86 99.326 2.54 122.989 2.31 123.379 2.3 123.791 2.3 124.202 2.3 125.095 2.28 127.449 2.25 127.896 2.24 128.343 2.23 154.453 .9 164.487 .97 167.444 .98 170.039 .99 173.45 1 183.385 1.06 203.048 1.15 204.055 1.16 204.538 1.16 210.806 1.19 236.533 1.26 238.114 1.26 265.525 1.31 282.238 1.32 286.399 1.32 299.37 1.32 326.925 1.32 337.164 1.32 353.14 1.36 364.906 1.39 373.431 1.41 378.955 1.41 385.887 1.4 397.203 1.38 399.102 1.38 399.42 1.39 401.249 1.4 401.598 1.4 402.204 1.4 420.698 1.4 420.976 1.5 421.196 1.65 421.859 2 422.093 2.34 422.223 2.5 423.81 2.5 423.838 2.49 424.905 2 425.124 1.84 425.649 1.5 425.833 1.32 426.071 1 426.38 .59 426.452 .5 427.9 .39 429.241 .5 429.38 .68 429.568 1 429.649 1.11 429.882 1.5 430.035 1.67 430.285 2 430.46 2.2 430.685 2.5 431.51 2.88 431.774 2.5 432.035 2.34 432.555 2 432.977 1.69 433.263 1.5 433.438 1.49 434.407 1.49 436.751 1.48 443.073 1.47 445.02 1.48 448.019 1.49 452.888 1.5 455.582 1.51 461.837 1.53 465.953 1.55 477.601 1.59 489.375 1.63 503.184 1.67 509.739 1.67 514.971 1.68 528.539 1.7 536.618 1.75 542.465 1.77 549.815 1.79 552.448 1.82 553.897 1.84 555.07 1.86 556.203 1.87 559.844 1.93 561.984 1.96 564.4 2 570.913 2.45 571.362 2.48 571.527 2.46 571.629 2.5 571.752 2.51 571.998 2.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 422.223 .045 431.774 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 426.452 429.241 25 25 25 .1 .3 Left Levee Station= 424.64 Elevation= 1.92 Right Levee Station= 431.49 Elevation= 2.88 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.389 INPUT Description: P-27 Station Elevation Data num= 106 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 6.917 4.82 55.1 3.56 58.363 3.48 62.095 3.38 108.646 2.26 128.403 2.06 128.73 2.06 129.07 2.06 129.417 2.06 130.148 2.05 132.106 2.01 132.475 2.01 132.852 2 154.41 .9 165.803 .99 169.166 1 170.238 1 172.422 1 199.713 1.13 201.537 1.13 202.409 1.13 213.902 1.2 235.709 1.25 238.717 1.26 283.487 1.33 341.577 1.33 346.698 1.34 364.908 1.4 369.691 1.43 382.273 1.49 383.556 1.5 392.25 1.54 393.441 1.55 398.087 1.55 409.743 1.9 410.881 1.9 412.046 1.84 412.827 1.89 413.72 1.89 415.933 1.5 417.028 1.5 424.279 1.5 431.432 1.5 441.949 1.5 442.11 1.65 442.63 2 443.169 2.37 443.375 2.5 443.88 2.56 444.37 2.5 444.842 2.32 445.667 2 446.51 1.56 446.649 1.5 447.448 1.02 447.484 1 447.816 .5 448.78 .37 449.708 .5 450.108 .97 450.13 1 450.171 1.05 450.467 1.5 450.552 1.61 450.898 2 451.046 2.21 451.297 2.88 452.001 2.5 452.315 2.5 452.508 2.35 453.015 2 453.449 1.63 453.62 1.5 453.849 1.48 455.306 1.48 460.302 1.5 461.737 1.5 463.271 1.5 464.729 1.53 470.33 1.54 484.031 1.53 489.068 1.53 492.235 1.55 495.87 1.57 502.489 1.59 512.616 1.64 514.04 1.64 528.244 1.67 536.505 1.67



536.774 1.67 552.394 1.72 560.576 1.72 563.349 1.74 564.855 1.74 570.846 1.76 575.145 1.78 579.367 1.82 582.56 1.85 584.98 1.89 587.502 1.92 587.767 1.93 592.403 2 595.582 2.25 599.217 2.5 599.663 2.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 443.375 .045 452.315 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 447.816 449.708 25 25 25 .1 .3 Left Levee Station= 445.5 Elevation= 1.87 Right Levee Station= 451.3 Elevation= 2.88 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.364 INPUT Description: P-28 Station Elevation Data num= 119 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .036 5 .078 5 .128 5 15.915 4.6 22.595 4.43 31.178 4.21 37.012 4.05 76.962 3.01 79.624 2.94 82.663 2.86 119.951 1.96 135.454 1.8 135.71 1.8 135.98 1.8 136.243 1.8 136.817 1.79 138.336 1.76 138.628 1.76 138.919 1.76 155.571 .9 168.434 1 169.031 1 171.643 1 172.616 1 173.95 1 176.768 1 197.326 1.09 200.03 1.1 201.322 1.1 218.514 1.2 236.004 1.24 271.959 1.3 286.667 1.33 300.488 1.33 320.731 1.34 348.156 1.34 354.942 1.36 357.637 1.38 360.057 1.39 366.461 1.43 367.841 1.44 380.351 1.5 382.167 1.5 383.469 1.5 384.315 1.5 401.188 1.59 404.821 1.61 417.002 1.64 428.151 1.78 430.493 1.81 441.859 2 443.071 1.93 448.646 1.6 450.269 1.5 462.288 1.5 468.486 1.5 469.181 1.74 469.733 2 470.77 2.08 471.818 2 471.926 1.95 472.68 1.5 473.567 1.04 473.621 1 473.707 .95 474.41 .5 475.73 .36 477.047 .5 477.111 .57 477.33 1 477.447 1.19 477.64 1.5 477.698 1.57 478.022 2 478.12 2.12 478.453 2.7 478.919 2.5 479.188 2.5 479.663 2.2 479.977 2 480.367 1.73 480.713 1.5 484.018 1.5 485.444 1.5 487.714 1.51 491.39 1.51 496.978 1.53 501.849 1.54 503.114 1.55 510.074 1.54 516.007 1.54 522.01 1.54 523.711 1.54 527.791 1.55 536.51 1.58 537.758 1.58 546.825 1.63 551.549 1.65 558.035 1.67 568.484 1.66 576.173 1.66 589.667 1.71 595.28 1.72 600.124 1.75 600.537 1.75 600.937 1.75 602.024 1.76 605.035 1.78 616.559 1.86 622.805 1.93 624.141 1.95 627.286 2 627.87 2.05 628.36 2.09 629.34 2.16 633.695 2.5 633.786 2.5 634.208 2.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 469.733 .045 479.188 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 474.41 477.047 25 25 25 .1 .3 Left Levee Station= 471.64 Elevation= 1.85 Right Levee Station= 478.44 Elevation= 2.7 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.339 INPUT Description: P-29 Station Elevation Data num= 123 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .05 5 .114 5 .242 5 39.151 4 79.62 2.95 84.557 2.83 90.656 2.67 94.667 2.56 119.277 1.92 120.752 1.88 122.426 1.83 141.285 1.37 148.297 1.29 148.411 1.29 148.531 1.29 148.645 1.28 148.895 1.28 149.557 1.27 149.679 1.27 149.807 1.27 156.797 .91 162.254 .95 166.194 .97 174.566 1 174.936 1 175.186 1 178.713 1 183.636 1 184.584 1 191.231 1.03 195.67 1.04 197.814 1.05 227.354 1.21 235.249 1.23 250.31 1.26 292.055 1.32 318.16 1.33 338.415 1.34 354.243 1.4 354.951 1.4 360.513 1.45 368.079 1.5 374.561 1.51 393.061 1.53 410.894 1.57 424.587 1.6 442.01 1.64 446.196 1.69 447.151 1.7



468.073 1.87 476.338 2 477.642 2 478.216 2 481.131 2 482.171 1.81 482.741 1.54 484.028 1.5 493.064 1.5 498.778 1.39 499.124 1.5 499.621 1.7 500.258 2 501.14 2.3 502.55 2 502.693 1.93 503.64 1.5 503.783 1.42 504.626 1 505.016 .5 506.82 .35 508.636 .5 508.95 .94 509.004 1 509.067 1.07 509.434 1.5 509.663 1.86 509.78 2 510.018 2.27 510.215 2.49 510.417 2.63 510.969 2 514.503 1.85 517.758 1.71 521.669 1.58 533.478 1.6 540.644 1.62 544.914 1.61 545.694 1.61 545.908 1.61 546.252 1.61 547.182 1.61 549.156 1.62 557.679 1.62 560.731 1.62 571.347 1.63 575.917 1.64 592.237 1.7 596.285 1.72 598.354 1.73 599.732 1.73 602.707 1.72 614.747 1.72 621.382 1.74 622.976 1.76 624.069 1.76 625.51 1.76 627.296 1.76 631.004 1.79 645.483 1.87 649.033 1.86 651.67 1.86 652.412 1.86 660.644 1.93 665.282 1.97 667.717 2 668.417 2 668.477 2 670.655 2.27 671.639 2.36 672.308 2.42 673.35 2.5 673.695 2.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 500.801 .045 510.417 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 505.016 508.636 25 25 25 .1 .3 Left Levee Station= 502.61 Elevation= 1.83 Right Levee Station= 510.42 Elevation= 2.63 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.314 INPUT Description: P-30 Station Elevation Data num= 134 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .036 5 .114 5 .228 5 88.634 2.7 103.232 2.32 110.852 2.12 158.85 .92 159.986 .91 184.054 .98 191.452 .93 192.294 .93 193.094 .95 195.116 .99 195.594 1 208.792 1.07 234.908 1.22 235.144 1.22 235.572 1.22 296.676 1.31 323.872 1.32 357.923 1.47 359.631 1.48 362.301 1.5 369.065 1.5 372.199 1.5 378.027 1.5 386.215 1.51 390.178 1.51 392.135 1.52 402.273 1.53 417.539 1.56 439.132 1.61 440.859 1.61 466.559 1.65 471.243 1.66 472.606 1.66 474.765 1.67 476.825 1.67 494.883 1.76 510.766 1.96 514.126 1.94 515.802 2 517.456 2 519.164 2 521.175 2 522.761 1.54 522.906 1.5 526.395 1.5 532.358 1.5 534.066 1.5 534.291 1.61 534.99 2 536.01 2.1 536.879 2 537.231 1.55 537.276 1.5 537.318 1.46 537.795 1 537.823 .97 538.314 .5 540.35 .33 542.308 .5 542.466 .71 542.777 1 543.029 1.47 543.052 1.5 543.246 1.74 543.448 2 543.507 2.07 543.679 2 544.472 2.41 544.688 2 547.961 1.85 551.761 1.69 553.627 1.7 560.794 1.73 563.215 1.88 565.351 1.9 568.457 1.94 569.395 1.94 572.739 1.85 573.592 1.76 575.397 1.85 575.891 1.85 577.138 1.85 586.986 1.8 587.825 1.8 588.234 1.76 589.383 1.8 591.879 1.9 600.672 1.9 610.74 1.87 612.98 1.82 614.461 1.87 617.015 1.91 619.124 1.91 620.704 1.91 625.781 1.92 634.606 1.93 637.716 1.89 638.305 1.93 638.91 1.93 641.07 1.93 646.052 1.95 651.95 1.95 659.792 1.94 661.331 1.94 662.234 1.94 662.462 1.94 662.966 1.94 663.796 1.95 665.075 1.95 667.831 1.97 671.198 1.97 675.327 1.97 680.009 1.96 682.441 1.97 685.632 1.99 686.762 1.99 687.326 1.99 689.213 1.99 693.919 1.96 697.567 1.96 699.879 1.97 702.581 1.98 704.718 2 705.277 2 707.057 2 707.692 2.19 707.947 2.26 708.162 2.36 708.685 2.5 709.297 2.53 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 534.99 .045 543.507 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 538.314 542.308 20 20 20 .1 .3 Left Levee Station= 536.49 Elevation= 1.82 Right Levee Station= 544.46 Elevation= 2.43 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.294



INPUT Description: P-31 Station Elevation Data num= 162 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 16.445 4.56 161.643 .96 166.1 .89 186.915 .95 194.419 .91 196.393 .95 198.431 1 220.012 1.12 225.162 1.15 227.931 1.16 228.911 1.16 230.341 1.17 239.267 1.23 256.65 1.24 299.224 1.31 316.749 1.31 359.309 1.5 359.767 1.5 359.817 1.5 359.861 1.5 359.925 1.5 360.039 1.5 365.19 1.5 371.506 1.5 371.923 1.5 377.113 1.5 384.595 1.51 389.757 1.51 392.373 1.51 400.477 1.53 427.556 1.58 431.083 1.58 436.545 1.6 441.058 1.6 465.625 1.64 470.249 1.65 477.337 1.65 504.398 1.73 516.891 1.77 519.775 1.77 521.016 1.78 524.39 1.8 536.94 1.9 548.334 2.1 549.564 2.48 550.037 2.56 554.463 2.56 555.483 1.82 556.892 1.72 557.714 1.65 558.019 1.63 560.972 1.77 561.102 1.77 563.74 1.7 566.151 1.71 567.399 1.74 568.283 1.8 569.759 1.83 570.652 2 571.666 2 571.967 2 572.03 1.89 572.227 1.5 572.29 1.38 572.519 1 572.784 .59 572.843 .5 573.62 .32 574.325 .5 574.401 .61 574.705 1 574.845 1.27 574.993 1.5 575.231 1.94 575.276 2 575.491 2 575.747 2 577.81 2.43 579.248 2.17 580.176 2.13 583.363 2.17 584.364 2.14 584.409 2.14 585.733 2.14 585.809 2.14 585.935 2.14 586.021 2.14 587.241 2.11 587.282 2.11 588.404 2 588.445 2 589.373 1.94 593.412 1.74 593.713 1.73 594.058 1.73 594.242 1.73 594.616 1.74 599 1.98 602.016 1.98 602.069 1.98 606.203 1.98 607.464 1.94 609.295 1.75 613.172 1.95 614.249 1.95 616.951 1.95 620.312 1.93 622.83 1.92 624.059 1.79 627.528 1.93 628.377 1.97 639.277 1.97 642.311 1.96 648.58 1.82 652.772 1.96 653.513 1.97 656.12 1.97 658.077 1.98 664.381 1.98 665.997 1.99 669.817 1.94 673.833 1.93 674.654 1.93 675.493 1.98 677.055 1.98 682.674 2 682.849 2 689.482 2 689.675 2 694.36 2.03 696.72 2.05 698.323 2.03 698.614 2.03 699.704 2.1 701.352 2.14 703.17 2.17 703.753 2.16 704.291 2.16 704.516 2.17 704.776 2.17 707.224 2.17 707.784 2.17 708.228 2.17 711.443 2.15 714.617 2.18 718.177 2.11 720.154 2 721.607 2 723.521 2 723.674 2 727.915 2 730.255 2.02 730.385 2.02 730.601 2.02 733.869 2.03 736.664 2.1 736.745 2.12 737.006 2.16 737.616 2.28 738.721 2.5 739.47 2.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 571.666 .045 577.816 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 572.843 574.325 6 6 6 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 552.76 572.5 2.42 F 574.81 739.582.419882 F Left Levee Station= 571.68 Elevation= 1.67 Right Levee Station= 577.81 Elevation= 2.43 BRIDGE RIVER: Montilla REACH: Sotogrande RS: 0.291 INPUT Description: Canal Distance from Upstream XS = 2 Deck/Roadway Width = 1.3 Weir Coefficient = 1.4 Upstream Deck/Roadway Coordinates num= 7 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 553 2.42 .32 571.94 2.42 .32 572.5 2.42 .5 572.5 2.42 2.02 574.7 2.42 2.02 574.7 2.42 .5 739 2.42 0 Upstream Bridge Cross Section Data Station Elevation Data num= 162 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 16.445 4.56 161.643 .96 166.1 .89 186.915 .95 194.419 .91 196.393 .95 198.431 1 220.012 1.12 225.162 1.15 227.931 1.16 228.911 1.16 230.341 1.17 239.267 1.23 256.65 1.24 299.224 1.31 316.749 1.31 359.309 1.5 359.767 1.5 359.817 1.5 359.861 1.5 359.925 1.5 360.039 1.5 365.19 1.5 371.506 1.5 371.923 1.5 377.113 1.5 384.595 1.51 389.757 1.51 392.373 1.51



400.477 1.53 427.556 1.58 431.083 1.58 436.545 1.6 441.058 1.6 465.625 1.64 470.249 1.65 477.337 1.65 504.398 1.73 516.891 1.77 519.775 1.77 521.016 1.78 524.39 1.8 536.94 1.9 548.334 2.1 549.564 2.48 550.037 2.56 554.463 2.56 555.483 1.82 556.892 1.72 557.714 1.65 558.019 1.63 560.972 1.77 561.102 1.77 563.74 1.7 566.151 1.71 567.399 1.74 568.283 1.8 569.759 1.83 570.652 2 571.666 2 571.967 2 572.03 1.89 572.227 1.5 572.29 1.38 572.519 1 572.784 .59 572.843 .5 573.62 .32 574.325 .5 574.401 .61 574.705 1 574.845 1.27 574.993 1.5 575.231 1.94 575.276 2 575.491 2 575.747 2 577.81 2.43 579.248 2.17 580.176 2.13 583.363 2.17 584.364 2.14 584.409 2.14 585.733 2.14 585.809 2.14 585.935 2.14 586.021 2.14 587.241 2.11 587.282 2.11 588.404 2 588.445 2 589.373 1.94 593.412 1.74 593.713 1.73 594.058 1.73 594.242 1.73 594.616 1.74 599 1.98 602.016 1.98 602.069 1.98 606.203 1.98 607.464 1.94 609.295 1.75 613.172 1.95 614.249 1.95 616.951 1.95 620.312 1.93 622.83 1.92 624.059 1.79 627.528 1.93 628.377 1.97 639.277 1.97 642.311 1.96 648.58 1.82 652.772 1.96 653.513 1.97 656.12 1.97 658.077 1.98 664.381 1.98 665.997 1.99 669.817 1.94 673.833 1.93 674.654 1.93 675.493 1.98 677.055 1.98 682.674 2 682.849 2 689.482 2 689.675 2 694.36 2.03 696.72 2.05 698.323 2.03 698.614 2.03 699.704 2.1 701.352 2.14 703.17 2.17 703.753 2.16 704.291 2.16 704.516 2.17 704.776 2.17 707.224 2.17 707.784 2.17 708.228 2.17 711.443 2.15 714.617 2.18 718.177 2.11 720.154 2 721.607 2 723.521 2 723.674 2 727.915 2 730.255 2.02 730.385 2.02 730.601 2.02 733.869 2.03 736.664 2.1 736.745 2.12 737.006 2.16 737.616 2.28 738.721 2.5 739.47 2.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 571.666 .045 577.816 .03 Bank Sta: Left Right Coeff Contr. Expan. 572.843 574.325 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 552.76 572.5 2.42 F 574.81 739.582.419882 F Left Levee Station= 571.68 Elevation= 1.67 Right Levee Station= 577.81 Elevation= 2.43 Downstream Deck/Roadway Coordinates num= 7 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 598 2.42 .32 617.45 2.42 .32 617.8 2.42 .5 617.8 2.42 2.02 620 2.42 2.02 620 2.42 .5 720 2.42 0 Downstream Bridge Cross Section Data Station Elevation Data num= 196 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .036 5 .1 5 1.871 5 2.193 5 4.299 5 4.907 5 5.581 5 7.122 5 8.318 5 9.55 5 10.638 5 12.042 5 12.853 5 14.443 5 14.937 5 16.771 5 17.143 5 17.465 5 17.732 5 17.932 5 19.25 5 19.416 5 20.21 5 20.899 5 21.107 5 21.157 5 30.29 4.9 32.483 4.88 35.735 4.84 191.591 1 199.786 .88 216.938 .93 223.057 .89 227.592 .99 227.878 1 230.786 1.02 241.26 1.07 246.955 1.09 248.984 1.1 251.979 1.12 270.892 1.25 309.513 1.28 328.857 1.3 336.436 1.31 354.01 1.38 384.077 1.5 387.388 1.5 387.896 1.5 390.265 1.5 394.256 1.5 401.291 1.5 401.455 1.5 401.69 1.5 409.43 1.5 409.594 1.5 416.089 1.5 419.475 1.5 419.759 1.5 445.035 1.55 452.113 1.57 455.97 1.57 459.663 1.58 461.426 1.58 464.326 1.59 466.752 1.59 493.703 1.64 502.922 1.65 508.871 1.65 538.51 1.74 541.172 1.74 559.677 1.78 562.279 1.8 566.463 1.82 582.38 1.94 583.857 1.96 591.07 1.92 592.081 1.94 593.356 1.97 593.513 2 593.987 2.29 594.269 2.5 595.387 2.57 596.009 2.65 596.751 2.66 598.209 2.61 598.455 2.5 598.983 2.09 599.144 2 599.958 2.11 602.664 2 607.312 1.81 607.437 1.81 614.015 2 615.988 2 616.81 2 617.401 2 617.487 1.84 617.604 1.5 617.718 1.25 617.816 1 618.016 .67 618.11 .5 618.806 .21 619.524 .5 619.84 1 620.062 1.5 620.084 1.55 620.296 1.99 620.359 2 620.454 2 623.335 2.15 627.019 2.18 629.47 2.16 629.542 2.17 629.647 2.17 629.805 2.18 631.8 2.19 631.908 2.19 631.971 2.19 632.964 2.16 633.015 2.16 633.85 2 634.081 2 637.051 2 637.354 2 639.761 2 639.909 2 640.352 2.09 643.363 2.12 646.351 2.07 646.75 2 646.962 2 649.008 2 649.558 2



651.987 2 654.871 2 655.378 2 657.116 2 657.565 2 659.376 2 659.569 2 660.579 2.18 660.665 2.19 662.798 2.24 662.875 2.26 663.023 2.26 663.495 2.26 664.514 2 676.089 2 676.561 2 678.942 2 680.756 2 681.987 2.22 683.995 2.27 684.093 2.28 684.157 2.28 686.268 2.27 686.322 2.26 687.395 2 692.296 2 694.474 2 699.968 2 700.395 2 704.023 2 704.397 2 705.483 2.29 711.754 2.45 712.882 2.46 715.437 2.5 729.532 2.5 731.419 2.54 732.061 2.54 732.901 2.54 734.056 2.5 734.464 2.5 736.31 2.5 736.912 2.5 738.96 2.5 749.709 2.5 749.933 2.5 750.18 2.5 750.459 2.5 750.693 2.5 750.94 2.5 751.308 2.5 751.928 2.58 752.704 2.5 752.992 2.5 755.393 2.5 757.408 2.5 765.187 2.5 766.91 2.5 768.643 2.5 771.151 2.5 772.206 2.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 616.81 .045 623.335 .03 Bank Sta: Left Right Coeff Contr. Expan. 618.11 619.524 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 598.55 617.8 2.42 F 620 772.2 2.42 F Left Levee Station= 617.07 Elevation= 1.69 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.288 INPUT Description: P-32 Station Elevation Data num= 196 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .036 5 .1 5 1.871 5 2.193 5 4.299 5 4.907 5 5.581 5 7.122 5 8.318 5 9.55 5 10.638 5 12.042 5 12.853 5 14.443 5 14.937 5 16.771 5 17.143 5 17.465 5 17.732 5 17.932 5 19.25 5 19.416 5 20.21 5 20.899 5 21.107 5 21.157 5 30.29 4.9 32.483 4.88 35.735 4.84 191.591 1 199.786 .88 216.938 .93 223.057 .89 227.592 .99 227.878 1 230.786 1.02 241.26 1.07 246.955 1.09 248.984 1.1 251.979 1.12 270.892 1.25 309.513 1.28 328.857 1.3 336.436 1.31 354.01 1.38 384.077 1.5 387.388 1.5 387.896 1.5 390.265 1.5 394.256 1.5 401.291 1.5 401.455 1.5 401.69 1.5 409.43 1.5 409.594 1.5 416.089 1.5 419.475 1.5 419.759 1.5 445.035 1.55 452.113 1.57 455.97 1.57 459.663 1.58 461.426 1.58 464.326 1.59 466.752 1.59 493.703 1.64 502.922 1.65 508.871 1.65 538.51 1.74 541.172 1.74 559.677 1.78 562.279 1.8 566.463 1.82 582.38 1.94 583.857 1.96 591.07 1.92 592.081 1.94 593.356 1.97 593.513 2 593.987 2.29 594.269 2.5 595.387 2.57 596.009 2.65 596.751 2.66 598.209 2.61 598.455 2.5 598.983 2.09 599.144 2 599.958 2.11



602.664 2 607.312 1.81 607.437 1.81 614.015 2 615.988 2 616.81 2 617.401 2 617.487 1.84 617.604 1.5 617.718 1.25 617.816 1 618.016 .67 618.11 .5 618.806 .21 619.524 .5 619.84 1 620.062 1.5 620.084 1.55 620.296 1.99 620.359 2 620.454 2 623.335 2.15 627.019 2.18 629.47 2.16 629.542 2.17 629.647 2.17 629.805 2.18 631.8 2.19 631.908 2.19 631.971 2.19 632.964 2.16 633.015 2.16 633.85 2 634.081 2 637.051 2 637.354 2 639.761 2 639.909 2 640.352 2.09 643.363 2.12 646.351 2.07 646.75 2 646.962 2 649.008 2 649.558 2 651.987 2 654.871 2 655.378 2 657.116 2 657.565 2 659.376 2 659.569 2 660.579 2.18 660.665 2.19 662.798 2.24 662.875 2.26 663.023 2.26 663.495 2.26 664.514 2 676.089 2 676.561 2 678.942 2 680.756 2 681.987 2.22 683.995 2.27 684.093 2.28 684.157 2.28 686.268 2.27 686.322 2.26 687.395 2 692.296 2 694.474 2 699.968 2 700.395 2 704.023 2 704.397 2 705.483 2.29 711.754 2.45 712.882 2.46 715.437 2.5 729.532 2.5 731.419 2.54 732.061 2.54 732.901 2.54 734.056 2.5 734.464 2.5 736.31 2.5 736.912 2.5 738.96 2.5 749.709 2.5 749.933 2.5 750.18 2.5 750.459 2.5 750.693 2.5 750.94 2.5 751.308 2.5 751.928 2.58 752.704 2.5 752.992 2.5 755.393 2.5 757.408 2.5 765.187 2.5 766.91 2.5 768.643 2.5 771.151 2.5 772.206 2.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 616.81 .045 623.335 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 618.11 619.524 25 25 25 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 598.55 617.8 2.42 F 620 772.2 2.42 F Left Levee Station= 617.07 Elevation= 1.69 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.263 INPUT Description: P-33 Station Elevation Data num= 172 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 2.037 5 2.337 5 4.323 5 4.898 5 6.524 5 7.334 5 8.439 5 9.485 5 10.467 5 11.305 5 12.002 5 12.524 5 13.478 5 13.944 5 14.532 5 15.04 5 15.593 5 15.723 5 39.832 4.74 41.932 4.72 45.065 4.68 193.65 1.03 204.425 .87 219.021 .91 224.211 .88 228.564 .98 230.249 1 234.328 1.02 241.89 1.05 244.587 1.06 248.572 1.09 273.987 1.26 326.921 1.3 330.601 1.3 332.019 1.3 335.232 1.32 382.525 1.5 387.831 1.5 392.526 1.5 393.752 1.5 396.799 1.5 400.426 1.49 405.723 1.49 412.119 1.5 418.055 1.5 419.148 1.5 419.875 1.5 437.203 1.53 446.626 1.55 458.479 1.58 462.842 1.58 465.558 1.58 472.729 1.6 494.275 1.64 507.038 1.65 512.288 1.65 541.504 1.73 543.578 1.74 567.401 1.79 569.962 1.8 576.721 1.84 588.604 1.93 593.194 1.89 601.299 1.88 611.283 1.87 611.827 1.87 613.172 1.89 613.897 2 614.45 2.23 615.817 2.25 616.551 2.31 619.655 2.07 620.725 2.03 620.829 2 620.852 1.96 620.991 1.89 621.662 1.5 622.772 1.46 623.465 1.5 624.649 1.5 626.047 1.5 627.459 1.5 629.57 1.54 632.646 1.62 640.046 1.82 646.002 1.82 646.911 2 648.024 2 648.69 2 648.773 1.85 648.934 1.5 649.156 1.22 649.287 1 649.419 .78 649.643 .5 651.249 .21 652.755 .5 653.05 .82 653.221 1 653.494 1.33 653.615 1.5 653.737 1.68 653.979 2 654.515 2.31 655.416 2.2 656.082 2 656.467 1.89 659.793 1.62 660.441 1.62 671.107 1.63 676.273 1.69 678.457 1.62 681.086 1.61 681.435 1.61 686.102 1.62 698.6 1.78 703.966 1.79 705.239 1.79 706.828 1.65 710.113 1.66 721.747 1.67 723.714 1.79 725.745 1.79 729.198 1.64 734.188 1.8 736.914 1.8 751.148 1.87 752.885 1.87 757.036 1.87 762.543 1.71 779.41 1.68 783.382 1.76 784.063 1.76 784.837 1.76 787.089 1.69 789.042 1.76 789.49 1.76 790.201 1.76 797.957 1.7 801.169 1.66 803.373 1.65 805.605 1.62 806.779 1.6 808.797 1.59 809.641 1.56 811.452 1.56 812.626 1.59 813.348 1.59 815.324 1.61 816.16 1.61 827.809 1.73 828.189 1.73 828.675 1.7 829.885 1.74 831.559 1.77 838.056 1.85 838.722 1.86 846.995 1.95 850.722 1.98 853.24 2 853.445 1.99 854.605 2 854.774 2 854.852 2.01



855.885 2.22 856.323 2.28 856.663 2.3 857.023 2.3 859.202 2.5 860.39 2.5 861.394 2.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 646.911 .045 654.515 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 649.643 652.755 40 40 40 .1 .3 Left Levee Station= 648.5 Elevation= 1.41 Right Levee Station= 654.58 Elevation= 2.31 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.223 INPUT Description: P-34 Station Elevation Data num= 139 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 1.751 5 1.981 5 3.601 5 4.964 5 6.121 5 6.981 5 7.541 5 8.329 5 8.709 5 9.026 5 9.93 5 10.152 5 50.76 4.56 52.777 4.54 55.768 4.5 196.182 1.06 209.822 .86 221.574 .89 225.742 .86 229.229 .94 231.518 .97 235.522 1 236.654 1 240.07 1.02 245.128 1.05 277.665 1.28 323.647 1.3 333.269 1.32 335.478 1.32 381.094 1.5 388.585 1.5 390.658 1.5 394.655 1.49 397.208 1.49 399.419 1.49 402.641 1.49 406.514 1.49 410.323 1.49 418.331 1.5 422.852 1.5 436.719 1.53 455.365 1.57 464.903 1.58 466.768 1.58 479.148 1.6 494.952 1.63 510.408 1.64 515.869 1.65 540.807 1.72 548.278 1.74 575.943 1.79 588.453 1.86 594.059 1.9 596.02 1.89 611.043 1.86 613.546 1.86 624.791 1.85 628.831 1.98 632.166 2 632.91 2.05 635.91 2.46 641.97 2.47 648.04 2.48 656.12 2.47 660.625 1.99 664.816 1.88 670.236 1.63 670.674 1.62 671.985 1.62 672.633 1.64 680.182 1.62 680.978 1.6 682.119 1.83 683.161 1.89 683.822 1.99 685.763 2 686.85 2 687.19 1.5 687.57 1 687.88 .5 690.277 .21 693.16 .5 693.63 1 693.95 1.5 694.27 2 695.684 2 696.02 2 696.248 1.92 697.053 1.74 697.456 1.7 697.867 1.68 700.881 1.92 702.63 1.91 704.432 1.9 706.337 1.9 709.481 1.54 711.713 1.53 717.983 1.93 722.137 1.93 728.466 1.93 732.669 1.93 736.855 1.54 740.406 1.55 744.784 1.89 748.944 1.89 751.931 1.89 754.543 1.62 757.029 1.9 760.106 1.91 765.562 1.93 770.826 1.94 777.489 1.96 783.214 1.99 783.607 1.92 784.94 2 786.747 2.06 787.672 2 789.739 2 792.095 2 794.506 2 796.818 2 799.595 2 801.406 2 802.489 2.14 805.011 2.13 806.822 2.26 806.912 2.26 808.069 2.18 808.836 2.19 811.476 2 813.445 2.18 813.651 2.18 814.777 2.18 822.747 2.4 822.811 2.4 822.893 2.41 822.979 2.41 823.03 2.41 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 683.822 .045 696.02 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 687.88 693.16 45 45 45 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 655.11 689.08 2.54 F 691.48 823.03 2.54 F Left Levee Station= 685.62 Elevation= 1.41 Right Levee Station= 695.6 Elevation= 2 CULVERT RIVER: Montilla REACH: Sotogrande RS: 0.216 INPUT Description: Puente de acceso al Club de Polo Distance from Upstream XS = 4.1 Deck/Roadway Width = 6.1 Weir Coefficient = 1.44 Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord



635.91 2.54 -.5 900 2.54 -.5 Upstream Bridge Cross Section Data Station Elevation Data num= 139 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 1.751 5 1.981 5 3.601 5 4.964 5 6.121 5 6.981 5 7.541 5 8.329 5 8.709 5 9.026 5 9.93 5 10.152 5 50.76 4.56 52.777 4.54 55.768 4.5 196.182 1.06 209.822 .86 221.574 .89 225.742 .86 229.229 .94 231.518 .97 235.522 1 236.654 1 240.07 1.02 245.128 1.05 277.665 1.28 323.647 1.3 333.269 1.32 335.478 1.32 381.094 1.5 388.585 1.5 390.658 1.5 394.655 1.49 397.208 1.49 399.419 1.49 402.641 1.49 406.514 1.49 410.323 1.49 418.331 1.5 422.852 1.5 436.719 1.53 455.365 1.57 464.903 1.58 466.768 1.58 479.148 1.6 494.952 1.63 510.408 1.64 515.869 1.65 540.807 1.72 548.278 1.74 575.943 1.79 588.453 1.86 594.059 1.9 596.02 1.89 611.043 1.86 613.546 1.86 624.791 1.85 628.831 1.98 632.166 2 632.91 2.05 635.91 2.46 641.97 2.47 648.04 2.48 656.12 2.47 660.625 1.99 664.816 1.88 670.236 1.63 670.674 1.62 671.985 1.62 672.633 1.64 680.182 1.62 680.978 1.6 682.119 1.83 683.161 1.89 683.822 1.99 685.763 2 686.85 2 687.19 1.5 687.57 1 687.88 .5 690.277 .21 693.16 .5 693.63 1 693.95 1.5 694.27 2 695.684 2 696.02 2 696.248 1.92 697.053 1.74 697.456 1.7 697.867 1.68 700.881 1.92 702.63 1.91 704.432 1.9 706.337 1.9 709.481 1.54 711.713 1.53 717.983 1.93 722.137 1.93 728.466 1.93 732.669 1.93 736.855 1.54 740.406 1.55 744.784 1.89 748.944 1.89 751.931 1.89 754.543 1.62 757.029 1.9 760.106 1.91 765.562 1.93 770.826 1.94 777.489 1.96 783.214 1.99 783.607 1.92 784.94 2 786.747 2.06 787.672 2 789.739 2 792.095 2 794.506 2 796.818 2 799.595 2 801.406 2 802.489 2.14 805.011 2.13 806.822 2.26 806.912 2.26 808.069 2.18 808.836 2.19 811.476 2 813.445 2.18 813.651 2.18 814.777 2.18 822.747 2.4 822.811 2.4 822.893 2.41 822.979 2.41 823.03 2.41 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 683.822 .045 696.02 .03 Bank Sta: Left Right Coeff Contr. Expan. 687.88 693.16 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 655.11 689.08 2.54 F 691.48 823.03 2.54 F Left Levee Station= 685.62 Elevation= 1.41 Right Levee Station= 695.6 Elevation= 2 Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 666.82 2.54 -.5 900 2.54 -.5 Downstream Bridge Cross Section Data Station Elevation Data num= 112 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 1.565 5 2.727 5 2.949 5 4.026 5 4.212 5 4.378 5 5.605 5 5.885 5 61.105 4.39 63.027 4.38 65.868 4.34 198.934 1.09 214.751 .85 224.323 .87 227.71 .85 230.538 .92 232.405 .94 236.258 .97 238.353 .98 239.624 1 243.419 1.02 281.179 1.28 317.971 1.31 336.091 1.33 340.267 1.34 380.999 1.5 389.724 1.5 389.81 1.5 390.543 1.5 396.907 1.49 398.358 1.49 399.621 1.48 401.457 1.48 403.66 1.49 405.813 1.49 410.363 1.49 420.582 1.5 425.938 1.5 430.867 1.51 454.231 1.56 468.119 1.58 468.456 1.58 484.564 1.61 496.143 1.63 514.564 1.64 519.203 1.65 540.903 1.71 552.745 1.74 584.334 1.8 598.408 1.87 603.43 1.87 620.205 1.84 627.327 1.84 629.227 1.9 632.818 1.91 653.254 2 657.975 2.29 658.576 2.3 660.376 2.26 662.536 2.06 666.818 2.45 666.878 2.45 668.498 2.5 670.369 2.57 670.709 2.59 671.449 2.66 673.48 2.59 675.78 2.61 677.371 2.55 677.571 2.5 678.511 2.08 678.641 2.03 678.71 2 679.16 1.5 679.52 1 679.98 .5 681.2 .1 682.3 .5 682.97 1 683.37 1.5 683.65 2 690.115 2.04 690.515 2 692.396 2 695.277 2 697.177 1.96 705.73 1.9 710.171 2 712.482 2 742.02 1.8 749.582 1.76 755.394 1.74 768.918 1.69 785.643 1.76 796.036 1.89 801.397 1.91 805.369 1.93 812.22 1.97 816.392 2 816.872 2 822.663 2.06 827.285 2.1 830.786 2.13 836.728 2.2 838.168 2.21 840.499 2.24 841.109 2.25 847.431 2.31 855.353 2.32 859.244 2.31 862.806 2.33



Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 675.78 .045 690.115 .03 Bank Sta: Left Right Coeff Contr. Expan. 679.98 682.3 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 677.25 680 2.54 F 682.4 862.806 2.54 F Left Levee Station= 678.31 Elevation= 1.45 Right Levee Station= 689.98 Elevation= 2.04 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Circular 2.4 FHWA Chart # 55- Circular Culvert FHWA Scale # 1 - Smooth tapered inlet throat Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 4.1 6.1 .011 .011 0 .2 1 Upstream Elevation = -0.27 Centerline Station = 690.28 Downstream Elevation = -0.45 Centerline Station = 681.2 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.178 INPUT Description: P-35 Station Elevation Data num= 112 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 1.565 5 2.727 5 2.949 5 4.026 5 4.212 5 4.378 5 5.605 5 5.885 5 61.105 4.39 63.027 4.38 65.868 4.34 198.934 1.09 214.751 .85 224.323 .87 227.71 .85 230.538 .92 232.405 .94 236.258 .97 238.353 .98 239.624 1 243.419 1.02 281.179 1.28 317.971 1.31 336.091 1.33 340.267 1.34 380.999 1.5 389.724 1.5 389.81 1.5 390.543 1.5 396.907 1.49 398.358 1.49 399.621 1.48 401.457 1.48 403.66 1.49 405.813 1.49 410.363 1.49 420.582 1.5 425.938 1.5 430.867 1.51 454.231 1.56 468.119 1.58 468.456 1.58 484.564 1.61 496.143 1.63 514.564 1.64 519.203 1.65 540.903 1.71 552.745 1.74 584.334 1.8 598.408 1.87 603.43 1.87 620.205 1.84 627.327 1.84 629.227 1.9 632.818 1.91 653.254 2 657.975 2.29 658.576 2.3 660.376 2.26 662.536 2.06 666.818 2.45 666.878 2.45 668.498 2.5 670.369 2.57 670.709 2.59 671.449 2.66 673.48 2.59 675.78 2.61 677.371 2.55 677.571 2.5 678.511 2.08 678.641 2.03 678.71 2 679.16 1.5 679.52 1 679.98 .5 681.2 .1 682.3 .5 682.97 1 683.37 1.5 683.65 2 690.115 2.04 690.515 2 692.396 2 695.277 2 697.177 1.96 705.73 1.9 710.171 2 712.482 2 742.02 1.8 749.582 1.76 755.394 1.74 768.918 1.69 785.643 1.76 796.036 1.89 801.397 1.91 805.369 1.93 812.22 1.97 816.392 2 816.872 2 822.663 2.06 827.285 2.1 830.786 2.13 836.728 2.2 838.168 2.21 840.499 2.24 841.109 2.25 847.431 2.31 855.353 2.32 859.244 2.31 862.806 2.33 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 675.78 .045 690.115 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 679.98 682.3 15 15 15 .3 .5 Ineffective Flow num= 2



Sta L Sta R Elev Permanent 677.25 680 2.54 F 682.4 862.806 2.54 F Left Levee Station= 678.31 Elevation= 1.45 Right Levee Station= 689.98 Elevation= 2.04 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.163 INPUT Description: P-36 Station Elevation Data num= 103 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .646 5 .977 5 8.345 4.91 89.998 4 91.67 3.99 94.162 3.96 209.421 1.15 230.605 .83 234.805 .84 236.292 .83 237.526 .86 238.331 .87 240.012 .88 240.922 .89 243.1 .91 248.715 1 272.318 1.16 293.587 1.31 307.877 1.31 346.797 1.36 355.86 1.39 384.481 1.5 390.571 1.5 392.92 1.5 401.537 1.48 406.275 1.48 408.381 1.48 413.349 1.49 415.072 1.49 418.554 1.49 427.897 1.49 430.541 1.5 436.509 1.5 440.854 1.51 453.654 1.54 470.728 1.56 476.306 1.57 500.013 1.61 501.762 1.62 506.561 1.62 518.875 1.63 531.975 1.65 543.844 1.68 553.929 1.7 579.046 1.75 596.837 1.79 610.575 1.82 612.496 1.82 641.833 1.81 650.969 1.83 666.663 1.85 676.606 1.89 678.527 1.9 679.167 1.91 679.977 1.91 680.737 1.92 687.369 2 687.639 2.1 688.379 2.5 688.85 2.59 689.67 2.7 691.44 2.71 694.581 2.55 695.962 2.5 696 2 696.37 1.49 696.62 1 696.95 .51 698.59 .1 699.92 .5 700.27 1 700.51 1.5 700.6 2 701.224 2.09 701.775 2.15 702.235 2.43 706.456 2.29 721.86 2.16 723.561 2.19 732.413 2.09 739.745 2 747.227 1.96 760.811 1.91 769.843 1.88 776.485 1.85 792.839 1.72 804.262 1.77 817.776 1.9 819.277 1.91 822.318 1.92 826.409 1.93 834.951 2 836.181 2 838.682 2 839.832 2 842.393 2 843.763 2 844.854 2.02 855.797 2.13 871.847 2.29 887.156 2.3 908 2.39 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 689.67 .045 702.235 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 696.95 699.92 68 68 68 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 691.5 697.09 2.7 F 700.09 702.16 2.69 F Left Levee Station= 693.52 Elevation= 1.02 Right Levee Station= 702.35 Elevation= 2.43 CULVERT RIVER: Montilla REACH: Sotogrande RS: 0.128 INPUT Description: Entubamiento junto a dique seco Distance from Upstream XS = 2.4 Deck/Roadway Width = 64.88 Weir Coefficient = 1.44 Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 690 2.7 -2 702.23 2.7 -2 Upstream Bridge Cross Section Data Station Elevation Data num= 103 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .646 5 .977 5 8.345 4.91 89.998 4 91.67 3.99 94.162 3.96 209.421 1.15 230.605 .83 234.805 .84 236.292 .83 237.526 .86 238.331 .87 240.012 .88 240.922 .89 243.1 .91 248.715 1 272.318 1.16 293.587 1.31 307.877 1.31 346.797 1.36 355.86 1.39 384.481 1.5 390.571 1.5 392.92 1.5 401.537 1.48 406.275 1.48 408.381 1.48 413.349 1.49 415.072 1.49 418.554 1.49 427.897 1.49 430.541 1.5 436.509 1.5 440.854 1.51 453.654 1.54 470.728 1.56 476.306 1.57 500.013 1.61 501.762 1.62



506.561 1.62 518.875 1.63 531.975 1.65 543.844 1.68 553.929 1.7 579.046 1.75 596.837 1.79 610.575 1.82 612.496 1.82 641.833 1.81 650.969 1.83 666.663 1.85 676.606 1.89 678.527 1.9 679.167 1.91 679.977 1.91 680.737 1.92 687.369 2 687.639 2.1 688.379 2.5 688.85 2.59 689.67 2.7 691.44 2.71 694.581 2.55 695.962 2.5 696 2 696.37 1.49 696.62 1 696.95 .51 698.59 .1 699.92 .5 700.27 1 700.51 1.5 700.6 2 701.224 2.09 701.775 2.15 702.235 2.43 706.456 2.29 721.86 2.16 723.561 2.19 732.413 2.09 739.745 2 747.227 1.96 760.811 1.91 769.843 1.88 776.485 1.85 792.839 1.72 804.262 1.77 817.776 1.9 819.277 1.91 822.318 1.92 826.409 1.93 834.951 2 836.181 2 838.682 2 839.832 2 842.393 2 843.763 2 844.854 2.02 855.797 2.13 871.847 2.29 887.156 2.3 908 2.39 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 689.67 .045 702.235 .03 Bank Sta: Left Right Coeff Contr. Expan. 696.95 699.92 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 691.5 697.09 2.7 F 700.09 702.16 2.69 F Left Levee Station= 693.52 Elevation= 1.02 Right Levee Station= 702.35 Elevation= 2.43 Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 795.03 3 -2.5 802 3 -2.5 Downstream Bridge Cross Section Data Station Elevation Data num= 113 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .258 5 .316 5 .38 5 2.419 5 3.776 5 5.111 5 6.181 5 7.214 5 7.624 5 8.579 5 9.669 5 10.523 5 11.342 5 12.224 5 12.893 5 13.431 5 14.127 5 14.716 5 15.182 5 15.584 5 15.964 5 16.208 5 16.999 5 17.293 5 17.429 5 17.573 5 133.729 3.51 181.728 2.99 182.713 2.98 184.183 2.96 252.57 1.29 269.999 1.03 270.465 .87 272.526 .87 273.73 .79 287.427 .95 288.331 1 291.289 .95 298.546 1 318.02 1.13 327.846 1.19 328.923 1.2 331.88 1.29 332.957 1.38 338.685 1.38 345.003 1.38 367.885 1.41 389.83 1.44 409.728 1.49 411.595 1.5 411.989 1.5 419.252 1.5 419.677 1.5 446.285 1.49 458.065 1.5 466.283 1.5 476.706 1.5 477.768 1.5 486.871 1.51 487.681 1.51 509.188 1.54 509.948 1.54 510.386 1.54 511.441 1.54 511.765 1.54 512.087 1.54 515.031 1.55 534.218 1.55 534.412 1.55 556.585 1.56 604.725 1.61 614.046 1.63 632.338 1.68 650.851 1.69 651.651 1.69 699.213 1.73 700.433 1.73 726.135 1.74 746.037 1.77 769.602 1.79 784.79 1.88 785.792 2 786.234 2.12 787.83 2.5 788.903 2.5 790.267 2.5 793.928 2.5 795.032 2.5 795.143 2.5 795.3 2.26 795.4 2.25 795.62 2 795.8 1.5 796.03 1 796.22 .5 796.36 0 797.6 -.53 798.63 0 798.85 .5 799.03 1 799.28 1.5 799.5 2 799.999 2.17 800.05 2.5 801.293 2.93 801.514 3 801.615 3.01 827.266 2.95 838.551 3.47 839.655 2.99 848.082 2.73 848.232 2.73 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 787.83 .045 801.615 .1 Bank Sta: Left Right Coeff Contr. Expan. 796.36 798.63 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 795.12 796.1 2.7 F 799.1 801 2.7 F Left Levee Station= 793.05 Elevation= 1.02 Blocked Obstructions num= 1 Sta L Sta R Elev 802.07 861.69 4.99 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins =



Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Circular 3 FHWA Chart # 55- Circular Culvert FHWA Scale # 1 - Smooth tapered inlet throat Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 2.4 64.88 .013 .013 0 .2 1 Upstream Elevation = -1 Centerline Station = 698.59 Downstream Elevation = -1 Centerline Station = 797.6 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.095 INPUT Description: P-37 Station Elevation Data num= 113 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 .258 5 .316 5 .38 5 2.419 5 3.776 5 5.111 5 6.181 5 7.214 5 7.624 5 8.579 5 9.669 5 10.523 5 11.342 5 12.224 5 12.893 5 13.431 5 14.127 5 14.716 5 15.182 5 15.584 5 15.964 5 16.208 5 16.999 5 17.293 5 17.429 5 17.573 5 133.729 3.51 181.728 2.99 182.713 2.98 184.183 2.96 252.57 1.29 269.999 1.03 270.465 .87 272.526 .87 273.73 .79 287.427 .95 288.331 1 291.289 .95 298.546 1 318.02 1.13 327.846 1.19 328.923 1.2 331.88 1.29 332.957 1.38 338.685 1.38 345.003 1.38 367.885 1.41 389.83 1.44 409.728 1.49 411.595 1.5 411.989 1.5 419.252 1.5 419.677 1.5 446.285 1.49 458.065 1.5 466.283 1.5 476.706 1.5 477.768 1.5 486.871 1.51 487.681 1.51 509.188 1.54 509.948 1.54 510.386 1.54 511.441 1.54 511.765 1.54 512.087 1.54 515.031 1.55 534.218 1.55 534.412 1.55 556.585 1.56 604.725 1.61 614.046 1.63 632.338 1.68 650.851 1.69 651.651 1.69 699.213 1.73 700.433 1.73 726.135 1.74 746.037 1.77 769.602 1.79 784.79 1.88 785.792 2 786.234 2.12 787.83 2.5 788.903 2.5 790.267 2.5 793.928 2.5 795.032 2.5 795.143 2.5 795.3 2.26 795.4 2.25 795.62 2 795.8 1.5 796.03 1 796.22 .5 796.36 0 797.6 -.53 798.63 0 798.85 .5 799.03 1 799.28 1.5 799.5 2 799.999 2.17 800.05 2.5 801.293 2.93 801.514 3 801.615 3.01 827.266 2.95 838.551 3.47 839.655 2.99 848.082 2.73 848.232 2.73 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 787.83 .045 801.615 .1 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 796.36 798.63 13 13 13 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 795.12 796.1 2.7 F 799.1 801 2.7 F Left Levee Station= 793.05 Elevation= 1.02 Blocked Obstructions num= 1 Sta L Sta R Elev 802.07 861.69 4.99 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.082 INPUT Description: P-38 Station Elevation Data num= 117 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev



0 5 1.229 5 2.43 5 3.709 5 4.68 5 4.874 5 5.881 5 6.735 5 6.951 5 7.548 5 7.728 5 7.842 5 8.23 5 8.375 5 8.569 5 8.641 5 176.819 2.83 209.331 2.47 209.991 2.46 210.976 2.45 255.716 1.36 266.845 1.2 267.685 .92 271.394 .92 273.58 .78 281.86 .87 284.046 1 291.183 .88 306.17 .98 307.416 1 309.191 1 323.366 1.08 325.285 1.1 330.575 1.28 332.508 1.43 342.824 1.43 354.283 1.42 391.403 1.48 391.611 1.48 393.287 1.48 394.718 1.48 406.047 1.5 407.886 1.6 408.31 1.6 412.682 1.5 421.156 1.5 426.734 1.5 430.623 1.5 438.803 1.5 448.212 1.5 454.653 1.5 464.501 1.5 467.319 1.5 468.311 1.5 475.703 1.5 483.281 1.5 485.985 1.5 488.275 1.5 489.652 1.5 495.204 1.51 498.536 1.51 500.484 1.51 504.994 1.52 506.342 1.52 507.69 1.53 519.534 1.54 533.749 1.54 537.851 1.63 539.465 1.63 542.889 1.55 548.383 1.54 555.197 1.55 568.643 1.56 611.772 1.61 615.865 1.62 632.4 1.66 656.196 1.66 658.419 1.66 710.923 1.7 726.352 1.72 735.942 1.72 743.084 1.73 751.531 1.74 797.105 1.99 797.205 2 798.741 2.43 799.052 2.5 799.262 2.5 801.249 2.5 803.797 2.5 806.766 2.56 806.836 2.5 806.907 2.35 806.987 2 807.46 1.5 807.69 1 807.94 .5 808.19 0 809.19 -.55 810.92 0 811.15 .5 811.38 1 811.64 1.5 811.89 2 811.9 2.29 811.974 2.5 812.315 2.56 821.985 2.92 827.433 3.02 832.469 2.99 833.623 3 834.505 2.97 838.688 2.93 842.32 2.85 855.161 2.69 877.38 2.15 878.213 2.14 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .035 806.766 .045 812.315 .03 821.985 .1 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 808.19 810.92 16 16 16 .1 .3 Left Levee Station= 801.74 Elevation= 1.03 Blocked Obstructions num= 1 Sta L Sta R Elev 821.94 892.69 4.94 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.066 INPUT Description: P-39 Station Elevation Data num= 107 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 212.503 2.28 231.126 2.07 231.506 2.07 232.075 2.06 258.293 1.42 264.915 1.32 266.014 .95 270.896 .96 273.762 .77 278.309 .82 281.383 1 291.372 .83 299.609 .89 307.221 1 307.28 1 318.558 1 320.547 1.01 323.035 1.03 329.967 1.26 332.527 1.47 346.388 1.46 362.246 1.46 380.772 1.49 382.342 1.47 395.834 1.49 402.034 1.5 403.878 1.5 406.888 1.5 407.542 1.5 408.169 1.5 408.688 1.49 408.824 1.5 410.083 1.5 424.148 1.5 435.298 1.5 443.106 1.5 444.496 1.5 452.176 1.51 455.199 1.5 456.999 1.5 460.18 1.5 469.76 1.5 479.255 1.5 479.599 1.5 479.657 1.5 486.366 1.49 488.402 1.5 489.928 1.5 500.775 1.5 501.2 1.5 503.136 1.5 506.8 1.51 525.732 1.53 533.878 1.53 542.847 1.73 546.267 1.73 553.327 1.55 560.302 1.54 563.393 1.53 596.423 1.57 621.8 1.6 622.07 1.6 633.913 1.63 663.869 1.63 668.115 1.64 724.78 1.67 731.602 1.68 745.526 1.72 749.408 1.76 759.941 1.78 800.85 1.9 807.14 1.92 807.551 1.93 810.079 2 810.33 2.07 811.805 2.5 813.861 2.62 814.373 2.66 819.359 2.77 820.031 2.74 820.91 2.5 821.06 2 821.16 1.49 821.31 1 821.46 .49 821.79 0 822.69 -.58 823.63 .02 823.8 .5 823.91 1 824.02 1.5 824.196 2 824.337 2.26 824.467 2.5 824.638 2.68 828.982 2.69 830.075 2.78 833.115 2.83 833.476 2.83 838.783 2.93 841.14 2.9 847.982 2.6 848.734 2.51 882.471 1.68 885.49 1.66 892.071 1.76 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 820.031 .045 833.115 .1 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 821.79 823.63 66 66 66 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 819.92 821.57 2.76 F



823.82 830.13 2.75 F Left Levee Station= 818.33 Elevation= .88 Blocked Obstructions num= 1 Sta L Sta R Elev 833.07 914.15 4.9 CULVERT RIVER: Montilla REACH: Sotogrande RS: 0.033 INPUT Description: Entubamiento final - La Marina Distance from Upstream XS = 1.11 Deck/Roadway Width = 64 Weir Coefficient = 1.4 Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 820 2.75 -.6 840 2.75 -.6 Upstream Bridge Cross Section Data Station Elevation Data num= 107 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5 212.503 2.28 231.126 2.07 231.506 2.07 232.075 2.06 258.293 1.42 264.915 1.32 266.014 .95 270.896 .96 273.762 .77 278.309 .82 281.383 1 291.372 .83 299.609 .89 307.221 1 307.28 1 318.558 1 320.547 1.01 323.035 1.03 329.967 1.26 332.527 1.47 346.388 1.46 362.246 1.46 380.772 1.49 382.342 1.47 395.834 1.49 402.034 1.5 403.878 1.5 406.888 1.5 407.542 1.5 408.169 1.5 408.688 1.49 408.824 1.5 410.083 1.5 424.148 1.5 435.298 1.5 443.106 1.5 444.496 1.5 452.176 1.51 455.199 1.5 456.999 1.5 460.18 1.5 469.76 1.5 479.255 1.5 479.599 1.5 479.657 1.5 486.366 1.49 488.402 1.5 489.928 1.5 500.775 1.5 501.2 1.5 503.136 1.5 506.8 1.51 525.732 1.53 533.878 1.53 542.847 1.73 546.267 1.73 553.327 1.55 560.302 1.54 563.393 1.53 596.423 1.57 621.8 1.6 622.07 1.6 633.913 1.63 663.869 1.63 668.115 1.64 724.78 1.67 731.602 1.68 745.526 1.72 749.408 1.76 759.941 1.78 800.85 1.9 807.14 1.92 807.551 1.93 810.079 2 810.33 2.07 811.805 2.5 813.861 2.62 814.373 2.66 819.359 2.77 820.031 2.74 820.91 2.5 821.06 2 821.16 1.49 821.31 1 821.46 .49 821.79 0 822.69 -.58 823.63 .02 823.8 .5 823.91 1 824.02 1.5 824.196 2 824.337 2.26 824.467 2.5 824.638 2.68 828.982 2.69 830.075 2.78 833.115 2.83 833.476 2.83 838.783 2.93 841.14 2.9 847.982 2.6 848.734 2.51 882.471 1.68 885.49 1.66 892.071 1.76 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .035 820.031 .045 833.115 .1 Bank Sta: Left Right Coeff Contr. Expan. 821.79 823.63 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 819.92 821.57 2.76 F 823.82 830.13 2.75 F Left Levee Station= 818.33 Elevation= .88 Blocked Obstructions num= 1 Sta L Sta R Elev 833.07 914.15 4.9 Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 993 2.75 -.9 1003 2.75 -.9 Downstream Bridge Cross Section Data Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 2.75 .01 .65 996.9 .65 996.92 -.6 999.17 -.6 999.2 .65 1074.8 .651074.813 2.75 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .1 996.9 .011 999.2 .1



Bank Sta: Left Right Coeff Contr. Expan. 996.9 999.2 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 600 996.9 2.75 F 999.171075.813 2.75 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Circular 2.25 FHWA Chart # 55- Circular Culvert FHWA Scale # 1 - Smooth tapered inlet throat Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 1.11 64 .011 .011 0 .2 1 Upstream Elevation = -0.58 Centerline Station = 822.69 Downstream Elevation = -0.6 Centerline Station = 998.05 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.0 INPUT Description: P-40 Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 2.75 .01 .65 996.9 .65 996.92 -.6 999.17 -.6 999.2 .65 1074.8 .651074.813 2.75 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .1 996.9 .011 999.2 .1 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 996.9 999.2 0 0 0 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 600 996.9 2.75 F 999.171075.813 2.75 F SUMMARY OF MANNING'S N VALUES River:Montilla Reach River Sta. n1 n2 n3 n4 Sotogrande 1.043 .035 .05 .035 Sotogrande 1.018 .035 .05 .035 Sotogrande 0.993 .035 .05 .035 Sotogrande 0.968 .035 .05 .035 Sotogrande 0.943 .035 .05 .035 Sotogrande 0.918 .035 .05 .035 Sotogrande 0.893 .035 .05 .035 Sotogrande 0.868 .035 .05 .035 Sotogrande 0.842 .035 .05 .035 Sotogrande 0.817 .035 .05 .035 Sotogrande 0.792 .035 .05 .035 Sotogrande 0.767 .035 .05 .035 Sotogrande 0.742 .035 .05 .035 Sotogrande 0.717 .035 .05 .035 Sotogrande 0.692 .035 .045 .03 Sotogrande 0.667 .035 .045 .03



Sotogrande 0.642 .035 .045 .03 Sotogrande 0.617 .035 .045 .03 Sotogrande 0.592 .035 .045 .03 Sotogrande 0.567 .035 .045 .03 Sotogrande 0.544 .035 .045 .03 Sotogrande 0.514 .035 .045 .03 Sotogrande 0.489 .035 .045 .03 Sotogrande 0.464 .035 .045 .03 Sotogrande 0.439 .035 .045 .03 Sotogrande 0.414 .035 .045 .03 Sotogrande 0.389 .035 .045 .03 Sotogrande 0.364 .035 .045 .03 Sotogrande 0.339 .035 .045 .03 Sotogrande 0.314 .035 .045 .03 Sotogrande 0.294 .035 .045 .03 Sotogrande 0.291 Bridge Sotogrande 0.288 .035 .045 .03 Sotogrande 0.263 .035 .045 .03 Sotogrande 0.223 .035 .045 .03 Sotogrande 0.216 Culvert Sotogrande 0.178 .035 .045 .03 Sotogrande 0.163 .035 .045 .03 Sotogrande 0.128 Culvert Sotogrande 0.095 .035 .045 .1 Sotogrande 0.082 .035 .045 .03 .1 Sotogrande 0.066 .035 .045 .1 Sotogrande 0.033 Culvert Sotogrande 0.0 .1 .011 .1 SUMMARY OF REACH LENGTHS River: Montilla Reach River Sta. Left Channel Right Sotogrande 1.043 25 25 25 Sotogrande 1.018 25 25 25 Sotogrande 0.993 25 25 25 Sotogrande 0.968 25 25 25 Sotogrande 0.943 25 25 25 Sotogrande 0.918 25 25 25 Sotogrande 0.893 25 25 25 Sotogrande 0.868 26 26 26 Sotogrande 0.842 25 25 25 Sotogrande 0.817 25 25 25 Sotogrande 0.792 25 25 25 Sotogrande 0.767 25 25 25 Sotogrande 0.742 25 25 25 Sotogrande 0.717 25 25 25 Sotogrande 0.692 25 25 25 Sotogrande 0.667 25 25 25 Sotogrande 0.642 25 25 25 Sotogrande 0.617 25 25 25 Sotogrande 0.592 25 25 25 Sotogrande 0.567 23 23 23 Sotogrande 0.544 30 30 30 Sotogrande 0.514 25 25 25 Sotogrande 0.489 25 25 25 Sotogrande 0.464 25 25 25 Sotogrande 0.439 25 25 25 Sotogrande 0.414 25 25 25 Sotogrande 0.389 25 25 25 Sotogrande 0.364 25 25 25 Sotogrande 0.339 25 25 25 Sotogrande 0.314 20 20 20 Sotogrande 0.294 6 6 6 Sotogrande 0.291 Bridge Sotogrande 0.288 25 25 25 Sotogrande 0.263 40 40 40 Sotogrande 0.223 45 45 45 Sotogrande 0.216 Culvert Sotogrande 0.178 15 15 15 Sotogrande 0.163 68 68 68 Sotogrande 0.128 Culvert Sotogrande 0.095 13 13 13



Sotogrande 0.082 16 16 16 Sotogrande 0.066 66 66 66 Sotogrande 0.033 Culvert Sotogrande 0.0 0 0 0 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Montilla Reach River Sta. Contr. Expan. Sotogrande 1.043 .1 .3 Sotogrande 1.018 .1 .3 Sotogrande 0.993 .1 .3 Sotogrande 0.968 .1 .3 Sotogrande 0.943 .1 .3 Sotogrande 0.918 .1 .3 Sotogrande 0.893 .1 .3 Sotogrande 0.868 .1 .3 Sotogrande 0.842 .1 .3 Sotogrande 0.817 .1 .3 Sotogrande 0.792 .1 .3 Sotogrande 0.767 .1 .3 Sotogrande 0.742 .1 .3 Sotogrande 0.717 .1 .3 Sotogrande 0.692 .1 .3 Sotogrande 0.667 .1 .3 Sotogrande 0.642 .1 .3 Sotogrande 0.617 .1 .3 Sotogrande 0.592 .1 .3 Sotogrande 0.567 .1 .3 Sotogrande 0.544 .1 .3 Sotogrande 0.514 .1 .3 Sotogrande 0.489 .1 .3 Sotogrande 0.464 .1 .3 Sotogrande 0.439 .1 .3 Sotogrande 0.414 .1 .3 Sotogrande 0.389 .1 .3 Sotogrande 0.364 .1 .3 Sotogrande 0.339 .1 .3 Sotogrande 0.314 .1 .3 Sotogrande 0.294 .3 .5 Sotogrande 0.291 Bridge Sotogrande 0.288 .3 .5 Sotogrande 0.263 .1 .3 Sotogrande 0.223 .3 .5 Sotogrande 0.216 Culvert Sotogrande 0.178 .3 .5 Sotogrande 0.163 .3 .5 Sotogrande 0.128 Culvert Sotogrande 0.095 .3 .5 Sotogrande 0.082 .1 .3 Sotogrande 0.066 .3 .5 Sotogrande 0.033 Culvert Sotogrande 0.0 .3 .5



Profile Output Table - Standard Table 1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) Sotogrande 1.043 T=10 años 3.72 2.03 3.10 3.11 0.000379 0.35 11.50 17.92 0.12 Sotogrande 1.043 T=500 años 28.78 2.03 3.88 3.94 0.001823 1.17 26.20 19.94 0.29 Sotogrande 1.018 T=10 años 3.72 2.01 3.07 2.70 3.09 0.001512 0.67 6.72 14.50 0.24 Sotogrande 1.018 T=500 años 28.78 2.01 3.75 3.40 3.86 0.004801 1.78 19.57 24.47 0.46 Sotogrande 0.993 T=10 años 3.72 1.97 3.03 2.58 3.05 0.001949 0.91 6.99 18.90 0.28 Sotogrande 0.993 T=500 años 28.78 1.97 3.35 3.35 3.64 0.017836 3.29 13.43 20.49 0.90 Sotogrande 0.968 T=10 años 3.72 1.95 2.97 2.49 3.00 0.001998 0.89 5.03 6.57 0.28 Sotogrande 0.968 T=500 años 28.78 1.95 3.00 3.00 3.07 0.007153 1.72 26.52 86.43 0.54 Sotogrande 0.943 T=10 años 3.72 1.80 2.92 2.42 2.95 0.001736 0.84 5.22 7.09 0.27 Sotogrande 0.943 T=500 años 28.78 1.80 2.93 2.93 2.94 0.000545 0.47 72.04 151.03 0.15 Sotogrande 0.918 T=10 años 3.72 1.78 2.82 2.46 2.88 0.004096 1.21 3.63 5.58 0.40 Sotogrande 0.918 T=500 años 28.78 1.78 2.83 2.83 2.84 0.000864 0.56 62.94 153.47 0.18 Sotogrande 0.893 T=10 años 3.72 1.60 2.73 2.37 2.81 0.004734 1.28 3.24 4.39 0.42 Sotogrande 0.893 T=500 años 28.78 1.60 2.74 2.74 2.75 0.001257 0.66 55.56 149.31 0.22 Sotogrande 0.868 T=10 años 3.72 1.50 2.67 2.23 2.71 0.002723 0.96 4.25 5.73 0.32 Sotogrande 0.868 T=500 años 28.78 1.50 2.70 2.69 2.71 0.001149 0.64 56.96 147.78 0.21 Sotogrande 0.842 T=10 años 3.72 1.37 2.64 1.97 2.66 0.001162 0.77 5.94 7.11 0.22 Sotogrande 0.842 T=500 años 28.78 1.37 2.67 2.67 2.68 0.001066 0.75 57.41 142.44 0.22 Sotogrande 0.817 T=10 años 3.72 1.35 2.58 1.99 2.62 0.002004 0.98 4.57 5.55 0.29 Sotogrande 0.817 T=500 años 28.78 1.35 2.62 2.62 2.63 0.000362 0.43 81.12 150.26 0.12 Sotogrande 0.792 T=10 años 3.72 1.28 2.54 1.91 2.58 0.001815 0.93 4.59 5.40 0.28 Sotogrande 0.792 T=500 años 28.78 1.28 2.57 2.57 2.57 0.000229 0.34 95.03 158.95 0.10 Sotogrande 0.767 T=10 años 3.72 1.19 2.50 1.82 2.53 0.001571 0.86 4.68 5.17 0.26 Sotogrande 0.767 T=500 años 28.78 1.19 2.53 2.53 2.53 0.000198 0.31 100.07 162.54 0.09 Sotogrande 0.742 T=10 años 3.72 1.14 2.45 1.85 2.49 0.001808 0.91 4.70 5.71 0.27 Sotogrande 0.742 T=500 años 28.78 1.14 2.47 2.46 2.48 0.000285 0.36 88.04 154.46 0.11 Sotogrande 0.717 T=10 años 3.72 1.09 2.35 1.92 2.42 0.003874 1.25 3.51 4.88 0.39 Sotogrande 0.717 T=500 años 28.78 1.09 2.46 2.39 2.47 0.000312 0.38 83.47 145.10 0.11 Sotogrande 0.692 T=10 años 3.72 1.04 2.27 1.86 2.34 0.003199 1.21 3.53 4.92 0.39 Sotogrande 0.692 T=500 años 28.78 1.04 2.46 2.32 2.46 0.000242 0.37 86.38 130.84 0.11 Sotogrande 0.667 T=10 años 3.72 0.95 2.22 1.64 2.27 0.001812 1.10 4.33 5.16 0.31 Sotogrande 0.667 T=500 años 28.78 0.95 2.45 2.28 2.46 0.000252 0.46 81.94 117.51 0.12



Profile Output Table - Standard Table 1 (cont.) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) Sotogrande 0.642 T=10 años 3.72 0.92 2.19 1.56 2.23 0.001470 0.98 4.66 5.13 0.28 Sotogrande 0.642 T=500 años 28.78 0.92 2.44 2.24 2.45 0.000485 0.63 64.42 105.32 0.17 Sotogrande 0.617 T=10 años 3.72 0.85 2.16 1.46 2.19 0.001163 0.87 5.00 5.37 0.25 Sotogrande 0.617 T=500 años 28.78 0.85 2.43 2.22 2.44 0.000268 0.48 79.28 113.82 0.12 Sotogrande 0.592 T=10 años 3.72 0.80 2.12 1.46 2.16 0.001463 0.96 4.47 4.65 0.28 Sotogrande 0.592 T=500 años 28.78 0.80 2.43 2.20 2.43 0.000165 0.38 89.00 104.83 0.10 Sotogrande 0.567 T=10 años 3.72 0.74 2.10 1.35 2.13 0.000926 0.77 5.41 5.52 0.22 Sotogrande 0.567 T=500 años 28.78 0.74 2.42 2.20 2.43 0.000167 0.38 87.61 101.93 0.10 Sotogrande 0.544 T=10 años 3.72 0.68 2.09 1.17 2.11 0.000527 0.61 6.55 5.66 0.17 Sotogrande 0.544 T=500 años 28.78 0.68 2.42 2.16 2.42 0.000038 0.19 149.44 127.02 0.05 Sotogrande 0.514 T=10 años 3.72 0.60 2.03 1.39 2.08 0.001650 1.01 4.22 4.45 0.29 Sotogrande 0.514 T=500 años 28.78 0.60 2.42 2.11 2.42 0.000019 0.13 212.95 183.20 0.03 Sotogrande 0.489 T=10 años 3.72 0.55 1.96 1.41 2.03 0.002454 1.18 3.61 4.11 0.35 Sotogrande 0.489 T=500 años 28.78 0.55 2.42 2.04 2.42 0.000014 0.11 245.18 215.91 0.03 Sotogrande 0.464 T=10 años 3.72 0.48 1.90 1.35 1.97 0.002501 1.16 3.59 3.91 0.34 Sotogrande 0.464 T=500 años 28.78 0.48 2.42 1.99 2.42 0.000011 0.10 278.57 246.89 0.02 Sotogrande 0.439 T=10 años 3.72 0.42 1.84 1.20 1.91 0.002179 1.28 3.60 3.54 0.35 Sotogrande 0.439 T=500 años 28.78 0.42 2.42 1.94 2.42 0.000009 0.10 309.18 274.02 0.02 Sotogrande 0.414 T=10 años 3.72 0.39 1.83 1.00 1.86 0.000936 0.84 5.18 5.01 0.23 Sotogrande 0.414 T=500 años 28.78 0.39 2.42 1.92 2.42 0.000008 0.10 340.08 317.33 0.02 Sotogrande 0.389 T=10 años 3.72 0.37 1.77 1.14 1.83 0.001912 1.17 4.00 4.58 0.32 Sotogrande 0.389 T=500 años 28.78 0.37 2.42 1.87 2.42 0.000008 0.10 352.88 347.88 0.02 Sotogrande 0.364 T=10 años 3.72 0.36 1.75 1.00 1.78 0.001013 0.85 5.27 5.58 0.24 Sotogrande 0.364 T=500 años 28.78 0.36 2.42 1.85 2.42 0.000007 0.09 377.14 377.47 0.02 Sotogrande 0.339 T=10 años 3.72 0.35 1.74 0.90 1.76 0.000660 0.68 6.28 6.47 0.19 Sotogrande 0.339 T=500 años 28.78 0.35 2.42 1.83 2.42 0.000006 0.09 408.39 410.16 0.02 Sotogrande 0.314 T=10 años 3.72 0.33 1.73 0.86 1.74 0.000567 0.63 6.61 6.14 0.18 Sotogrande 0.314 T=500 años 28.78 0.33 2.42 1.82 2.42 0.000005 0.08 439.26 445.12 0.02 Sotogrande 0.294 T=10 años 3.72 0.32 1.55 1.23 1.70 0.006025 1.85 2.31 2.82 0.55 Sotogrande 0.294 T=500 años 28.78 0.32 2.42 1.67 2.42 0.000005 0.08 446.75 469.78 0.02 Sotogrande 0.291 Bridge Sotogrande 0.288 T=10 años 3.72 0.21 1.41 1.21 1.63 0.010308 2.22 1.93 2.37 0.69 Sotogrande 0.288 T=500 años 28.78 0.21 1.69 1.69 1.69 0.000287 0.43 122.03 361.12 0.12



Profile Output Table - Standard Table 1 (cont.) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) Sotogrande 0.263 T=10 años 3.72 0.21 1.39 0.88 1.44 0.002251 1.07 3.86 4.51 0.33 Sotogrande 0.263 T=500 años 28.78 0.21 1.56 1.41 1.57 0.000798 0.70 81.18 292.30 0.20 Sotogrande 0.223 T=10 años 3.72 0.21 1.24 0.90 1.37 0.005611 1.61 2.31 6.39 0.53 Sotogrande 0.223 T=500 años 28.78 0.21 1.51 1.41 1.53 0.001412 0.96 64.62 258.05 0.28 Sotogrande 0.216 Culvert Sotogrande 0.178 T=10 años 3.72 0.10 1.20 0.94 1.35 0.007753 1.76 2.14 3.75 0.59 Sotogrande 0.178 T=500 años 28.78 0.10 1.51 1.45 1.52 0.001664 0.99 61.17 251.16 0.29 Sotogrande 0.163 T=10 años 3.72 0.10 0.85 0.85 1.13 0.024955 2.33 1.62 3.45 0.99 Sotogrande 0.163 T=500 años 28.78 0.10 1.47 1.28 1.49 0.002266 1.15 49.04 183.41 0.34 Sotogrande 0.128 Culvert Sotogrande 0.095 T=10 años 3.72 -0.53 0.89 0.39 0.98 0.003635 1.38 2.90 2.92 0.41 Sotogrande 0.095 T=500 años 28.78 -0.53 1.43 1.32 1.49 0.003761 1.81 36.33 137.31 0.44 Sotogrande 0.082 T=10 años 3.72 -0.55 0.86 0.30 0.93 0.002531 1.16 3.46 3.56 0.35 Sotogrande 0.082 T=500 años 28.78 -0.55 1.39 1.25 1.44 0.002733 1.55 33.52 81.55 0.38 Sotogrande 0.066 T=10 años 3.72 -0.58 0.55 0.46 0.82 0.017621 2.34 1.68 2.37 0.81 Sotogrande 0.066 T=500 años 28.78 -0.58 1.24 1.24 1.36 0.008689 2.44 21.68 66.84 0.63 Sotogrande 0.033 Culvert Sotogrande 0.0 T=10 años 3.72 -0.60 0.60 0.05 0.70 0.000314 1.37 2.71 2.30 0.40 Sotogrande 0.0 T=500 años 28.78 -0.60 0.94 0.94 1.03 0.000732 2.45 175.71 1074.79 0.63



Profile Output Table - Standard Table 2 Reach River Sta Profile E.G. Elev W.S. Elev Vel Head Frctn Loss C & E Loss Q Left Q Channel Q Right Top Width (m) (m) (m) (m) (m) (m3/s) (m3/s) (m3/s) (m) Sotogrande 1.043 T=10 años 3.11 3.10 0.01 0.02 0.00 0.24 3.44 0.04 17.92 Sotogrande 1.043 T=500 años 3.94 3.88 0.06 0.07 0.01 5.64 22.33 0.81 19.94 Sotogrande 1.018 T=10 años 3.09 3.07 0.02 0.04 0.00 1.32 2.33 0.07 14.50 Sotogrande 1.018 T=500 años 3.86 3.75 0.12 0.21 0.02 16.52 11.27 0.99 24.47 Sotogrande 0.993 T=10 años 3.05 3.03 0.02 0.05 0.00 1.59 1.70 0.43 18.90 Sotogrande 0.993 T=500 años 3.64 3.35 0.29 0.27 0.07 17.92 8.11 2.75 20.49 Sotogrande 0.968 T=10 años 3.00 2.97 0.03 0.05 0.00 1.20 1.91 0.60 6.57 Sotogrande 0.968 T=500 años 3.07 3.00 0.07 0.03 0.02 23.74 3.81 1.22 86.43 Sotogrande 0.943 T=10 años 2.95 2.92 0.03 0.06 0.00 0.93 2.34 0.46 7.09 Sotogrande 0.943 T=500 años 2.94 2.93 0.01 0.02 0.00 27.20 1.32 0.26 151.03 Sotogrande 0.918 T=10 años 2.88 2.82 0.06 0.11 0.00 0.46 3.00 0.25 5.58 Sotogrande 0.918 T=500 años 2.84 2.83 0.01 0.03 0.00 27.26 1.40 0.12 153.47 Sotogrande 0.893 T=10 años 2.81 2.73 0.08 0.09 0.01 0.23 3.34 0.15 4.39 Sotogrande 0.893 T=500 años 2.75 2.74 0.01 0.03 0.00 26.96 1.74 0.08 149.31 Sotogrande 0.868 T=10 años 2.71 2.67 0.04 0.04 0.01 0.25 3.22 0.25 5.73 Sotogrande 0.868 T=500 años 2.71 2.70 0.01 0.03 0.00 26.40 2.20 0.18 147.78 Sotogrande 0.842 T=10 años 2.66 2.64 0.02 0.04 0.00 0.77 2.56 0.39 7.11 Sotogrande 0.842 T=500 años 2.68 2.67 0.01 0.01 0.00 25.82 2.56 0.40 142.44 Sotogrande 0.817 T=10 años 2.62 2.58 0.04 0.05 0.00 0.44 2.88 0.40 5.55 Sotogrande 0.817 T=500 años 2.63 2.62 0.01 0.01 0.00 27.31 1.29 0.18 150.26 Sotogrande 0.792 T=10 años 2.58 2.54 0.04 0.04 0.00 0.23 3.31 0.18 5.40 Sotogrande 0.792 T=500 años 2.57 2.57 0.00 0.01 0.00 27.48 1.23 0.07 158.95 Sotogrande 0.767 T=10 años 2.53 2.50 0.04 0.04 0.00 0.11 3.57 0.04 5.17 Sotogrande 0.767 T=500 años 2.53 2.53 0.00 0.01 0.00 27.43 1.33 0.02 162.54 Sotogrande 0.742 T=10 años 2.49 2.45 0.04 0.06 0.00 0.24 3.22 0.26 5.71 Sotogrande 0.742 T=500 años 2.48 2.47 0.01 0.01 0.00 27.36 1.31 0.11 154.46 Sotogrande 0.717 T=10 años 2.42 2.35 0.07 0.09 0.00 0.31 3.15 0.26 4.88 Sotogrande 0.717 T=500 años 2.47 2.46 0.01 0.01 0.00 27.62 1.05 0.10 145.10 Sotogrande 0.692 T=10 años 2.34 2.27 0.07 0.06 0.01 0.36 3.19 0.16 4.92 Sotogrande 0.692 T=500 años 2.46 2.46 0.01 0.01 0.00 27.53 1.17 0.08 130.84 Sotogrande 0.667 T=10 años 2.27 2.22 0.05 0.04 0.00 0.62 2.56 0.54 5.16 Sotogrande 0.667 T=500 años 2.46 2.45 0.01 0.01 0.00 27.21 1.26 0.31 117.51



Profile Output Table - Standard Table 2 (cont.) Reach River Sta Profile E.G. Elev W.S. Elev Vel Head Frctn Loss C & E Loss Q Left Q Channel Q Right Top Width (m) (m) (m) (m) (m) (m3/s) (m3/s) (m3/s) (m) Sotogrande 0.642 T=10 años 2.23 2.19 0.04 0.03 0.00 0.41 2.67 0.64 5.13 Sotogrande 0.642 T=500 años 2.45 2.44 0.01 0.01 0.00 26.14 2.09 0.56 105.32 Sotogrande 0.617 T=10 años 2.19 2.16 0.03 0.03 0.00 0.41 3.13 0.18 5.37 Sotogrande 0.617 T=500 años 2.44 2.43 0.01 0.01 0.00 26.53 2.09 0.16 113.82 Sotogrande 0.592 T=10 años 2.16 2.12 0.04 0.03 0.00 0.24 3.22 0.25 4.65 Sotogrande 0.592 T=500 años 2.43 2.43 0.01 0.00 0.00 27.05 1.58 0.15 104.83 Sotogrande 0.567 T=10 años 2.13 2.10 0.03 0.02 0.00 0.27 3.35 0.10 5.52 Sotogrande 0.567 T=500 años 2.43 2.42 0.01 0.00 0.00 26.59 2.10 0.09 101.93 Sotogrande 0.544 T=10 años 2.11 2.09 0.02 0.03 0.00 0.15 3.55 0.02 5.66 Sotogrande 0.544 T=500 años 2.42 2.42 0.00 0.00 0.00 27.40 1.37 0.01 127.02 Sotogrande 0.514 T=10 años 2.08 2.03 0.05 0.05 0.00 0.35 3.27 0.10 4.45 Sotogrande 0.514 T=500 años 2.42 2.42 0.00 0.00 0.00 28.21 0.55 0.02 183.20 Sotogrande 0.489 T=10 años 2.03 1.96 0.06 0.06 0.00 0.21 3.32 0.19 4.11 Sotogrande 0.489 T=500 años 2.42 2.42 0.00 0.00 0.00 28.30 0.44 0.04 215.91 Sotogrande 0.464 T=10 años 1.97 1.90 0.06 0.06 0.00 0.21 3.38 0.13 3.91 Sotogrande 0.464 T=500 años 2.42 2.42 0.00 0.00 0.00 28.33 0.42 0.03 246.89 Sotogrande 0.439 T=10 años 1.91 1.84 0.07 0.03 0.01 0.36 3.08 0.29 3.54 Sotogrande 0.439 T=500 años 2.42 2.42 0.00 0.00 0.00 28.37 0.36 0.05 274.02 Sotogrande 0.414 T=10 años 1.86 1.83 0.03 0.03 0.00 0.26 3.25 0.20 5.01 Sotogrande 0.414 T=500 años 2.42 2.42 0.00 0.00 0.00 28.18 0.55 0.05 317.33 Sotogrande 0.389 T=10 años 1.83 1.77 0.06 0.03 0.01 0.44 2.95 0.33 4.58 Sotogrande 0.389 T=500 años 2.42 2.42 0.00 0.00 0.00 28.34 0.37 0.07 347.88 Sotogrande 0.364 T=10 años 1.78 1.75 0.03 0.02 0.00 0.60 2.96 0.15 5.58 Sotogrande 0.364 T=500 años 2.42 2.42 0.00 0.00 0.00 28.24 0.49 0.04 377.47 Sotogrande 0.339 T=10 años 1.76 1.74 0.02 0.02 0.00 0.29 3.25 0.18 6.47 Sotogrande 0.339 T=500 años 2.42 2.42 0.00 0.00 0.00 28.09 0.63 0.05 410.16 Sotogrande 0.314 T=10 años 1.74 1.73 0.02 0.03 0.01 0.24 3.31 0.17 6.14 Sotogrande 0.314 T=500 años 2.42 2.42 0.00 0.00 0.00 28.06 0.66 0.06 445.12 Sotogrande 0.294 T=10 años 1.70 1.55 0.15 0.01 0.00 0.26 3.12 0.33 2.82 Sotogrande 0.294 T=500 años 2.42 2.42 0.00 0.00 0.00 28.49 0.24 0.05 469.78 Sotogrande 0.291 Bridge Sotogrande 0.288 T=10 años 1.63 1.41 0.23 0.10 0.09 0.21 3.30 0.22 2.37 Sotogrande 0.288 T=500 años 1.69 1.69 0.00 0.01 0.00 27.89 0.82 0.08 361.12



Profile Output Table - Standard Table 2 (cont.) Reach River Sta Profile E.G. Elev W.S. Elev Vel Head Frctn Loss C & E Loss Q Left Q Channel Q Right Top Width (m) (m) (m) (m) (m) (m3/s) (m3/s) (m3/s) (m) Sotogrande 0.263 T=10 años 1.44 1.39 0.05 0.13 0.01 0.12 3.43 0.17 4.51 Sotogrande 0.263 T=500 años 1.57 1.56 0.01 0.04 0.00 25.98 2.64 0.16 292.30 Sotogrande 0.223 T=10 años 1.37 1.24 0.13 3.72 6.39 Sotogrande 0.223 T=500 años 1.53 1.51 0.01 25.94 2.84 258.05 Sotogrande 0.216 Culvert Sotogrande 0.178 T=10 años 1.35 1.20 0.16 0.19 0.04 3.64 0.08 3.75 Sotogrande 0.178 T=500 años 1.52 1.51 0.01 0.03 0.00 25.96 2.75 0.07 251.16 Sotogrande 0.163 T=10 años 1.13 0.85 0.27 3.68 0.04 3.45 Sotogrande 0.163 T=500 años 1.49 1.47 0.02 24.87 3.81 0.09 183.41 Sotogrande 0.128 Culvert Sotogrande 0.095 T=10 años 0.98 0.89 0.09 0.04 0.01 0.04 3.61 0.07 2.92 Sotogrande 0.095 T=500 años 1.49 1.43 0.06 0.04 0.00 21.55 6.96 0.26 137.31 Sotogrande 0.082 T=10 años 0.93 0.86 0.07 0.09 0.02 0.07 3.59 0.06 3.56 Sotogrande 0.082 T=500 años 1.44 1.39 0.05 0.07 0.01 21.52 7.03 0.23 81.55 Sotogrande 0.066 T=10 años 0.82 0.55 0.27 0.09 3.60 0.03 2.37 Sotogrande 0.066 T=500 años 1.36 1.24 0.12 21.77 6.84 0.17 66.84 Sotogrande 0.033 Culvert Sotogrande 0.0 T=10 años 0.70 0.60 0.10 3.72 2.30 Sotogrande 0.0 T=500 años 1.03 0.94 0.09 20.27 8.51 1074.79



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Montilla_Mayo_2012 Plan: Montilla_Actual_May_12 14/05/2012 Entubamiento final - La Marina

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WS T=500 años

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Montilla_Mayo_2012 Plan: Montilla_Actual_May_12 14/05/2012 Entubamiento final - La Marina

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.1 .011

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48



INFORME DEL MODELO HEC-RAS

SITUACIÓN FUTURA


APÉNDICE – RESULTADOS DEL MODELO HIDRÁULICO · INFORME DEL MODELO HEC-RAS EN SITUACIÓN FUTURA 1

HEC-RAS Version 4.1.0 Jan 2010 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: Montilla_Mayo_2012 Project File : Montilla_Jun_2010.prj Run Date and Time: 25/05/2012 15:04:53 Project in SI units Project Description: Estudio Hidrológico e Hidráulico del arroyo Montilla en San Roque, Cádiz. PLAN DATA Plan Title: Montilla_Futuro_May_12 Plan File : t:\Glenton\Montilla\Hec-Ras\Hec-Ras_Mayo_12\Montilla_Jun_2010.p05 Geometry Title: Futuro_May_12 Geometry File : t:\Glenton\Montilla\Hec-Ras\Hec-Ras_Mayo_12\Montilla_Jun_2010.g07 Flow Title : Caudales_DPH-500_May_12_FUT Flow File : t:\Glenton\Montilla\Hec-Ras\Hec-Ras_Mayo_12\Montilla_Jun_2010.f01 Plan Summary Information: Number of: Cross Sections = 40 Multiple Openings = 0 Culverts = 1 Inline Structures = 0 Bridges = 0 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.003 Critical depth calculation tolerance = 0.003 Maximum number of iterations = 20 Maximum difference tolerance = 0.1 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: Caudales_DPH-500_May_12_FUT Flow File : t:\Glenton\Montilla\Hec-Ras\Hec-Ras_Mayo_12\Montilla_Jun_2010.f01 Flow Data (m3/s) River Reach RS T=10 años T=500 años Montilla Sotogrande 0.990 3.72 28.78 Boundary Conditions



River Reach Profile Upstream Downstream Montilla Sotogrande T=10 años Known WS = 0.6 Montilla Sotogrande T=500 años Known WS = 0.6 GEOMETRY DATA Geometry Title: Futuro_May_12 Geometry File : t:\Glenton\Montilla\Hec-Ras\Hec-Ras_Mayo_12\Montilla_Jun_2010.g07 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.990 INPUT Description: P-1 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5.03 6.25 5.03 9 3.53 12.5 3.53 14 2.03 15 2.03 16 2.03 17.5 3.53 21 3.53 23.75 5.03 30 5.03 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 24.7 25.3 25.8 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.965 INPUT Description: P-2 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.96 6.25 4.96 9 3.46 12.5 3.46 14 1.96 15 1.96 16 1.96 17.5 3.46 21 3.46 23.75 4.96 30 4.96 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.940 INPUT Description: P-3 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.89 6.25 4.89 9 3.39 12.5 3.39 14 1.89 15 1.89 16 1.89 17.5 3.39 21 3.39 23.75 4.89 30 4.89 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25.6 25.1 24.6 .1 .3



CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.915 INPUT Description: P-4 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.83 6.25 4.83 9 3.33 12.5 3.33 14 1.83 15 1.83 16 1.83 17.5 3.33 21 3.33 23.75 4.83 30 4.83 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25.2 25 24.8 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.890 INPUT Description: P-5 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.76 6.25 4.76 9 3.26 12.5 3.26 14 1.76 15 1.76 16 1.76 17.5 3.26 21 3.26 23.75 4.76 30 4.76 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.865 INPUT Description: P-6 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.69 6.25 4.69 9 3.19 12.5 3.19 14 1.69 15 1.69 16 1.69 17.5 3.19 21 3.19 23.75 4.69 30 4.69 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 24.8 25.1 25.4 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.840 INPUT Description: P-7 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.62 6.25 4.62 9 3.12 12.5 3.12 14 1.62 15 1.62 16 1.62 17.5 3.12 21 3.12 23.75 4.62 30 4.62



Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.815 INPUT Description: P-8 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.56 6.25 4.56 9 3.06 12.5 3.06 14 1.56 15 1.56 16 1.56 17.5 3.06 21 3.06 23.75 4.56 30 4.56 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 24.4 25.1 25.8 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.790 INPUT Description: P-9 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.49 6.25 4.49 9 2.99 12.5 2.99 14 1.49 15 1.49 16 1.49 17.5 2.99 21 2.99 23.75 4.49 30 4.49 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.765 INPUT Description: P-10 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.42 6.25 4.42 9 2.92 12.5 2.92 14 1.42 15 1.42 16 1.42 17.5 2.92 21 2.92 23.75 4.42 30 4.42 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.740 INPUT Description: P-11



Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.35 6.25 4.35 9 2.85 12.5 2.85 14 1.35 15 1.35 16 1.35 17.5 2.85 21 2.85 23.75 4.35 30 4.35 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 23.9 25.1 26.3 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.715 INPUT Description: P-12 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.28 6.25 4.28 9 2.78 12.5 2.78 14 1.28 15 1.28 16 1.28 17.5 2.78 21 2.78 23.75 4.28 30 4.28 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 23.1 25.2 27.4 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.690 INPUT Description: P-13 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.22 6.25 4.22 9 2.72 12.5 2.72 14 1.22 15 1.22 16 1.22 17.5 2.72 21 2.72 23.75 4.22 30 4.22 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.665 INPUT Description: P-14 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.15 6.25 4.15 9 2.65 12.5 2.65 14 1.15 15 1.15 16 1.15 17.5 2.65 21 2.65 23.75 4.15 30 4.15 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25 25 25 .1 .3 CROSS SECTION



RIVER: Montilla REACH: Sotogrande RS: 0.640 INPUT Description: P-15 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.08 6.25 4.08 9 2.58 12.5 2.58 14 1.08 15 1.08 16 1.08 17.5 2.58 21 2.58 23.75 4.08 30 4.08 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.615 INPUT Description: P-16 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 4.01 6.25 4.01 9 2.51 12.5 2.51 14 1.01 15 1.01 16 1.01 17.5 2.51 21 2.51 23.75 4.01 30 4.01 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.590 INPUT Description: P-17 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 3.95 6.25 3.95 9 2.45 12.5 2.45 14 .95 15 .95 16 .95 17.5 2.45 21 2.45 23.75 3.95 30 3.95 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25.3 25 24.8 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.564 INPUT Description: P-18 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 3.88 6.25 3.88 9 2.38 12.5 2.38 14 .88 15 .88 16 .88 17.5 2.38 21 2.38 23.75 3.88 30 3.88 Manning's n Values num= 1 Sta n Val 0 .033



Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25.1 25.1 25.1 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.539 INPUT Description: P-19 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 3.81 6.25 3.81 9 2.31 12.5 2.31 14 .81 15 .81 16 .81 17.5 2.31 21 2.31 23.75 3.81 30 3.81 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.514 INPUT Description: P-20 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 3.74 6.25 3.74 9 2.24 12.5 2.24 14 .74 15 .74 16 .74 17.5 2.24 21 2.24 23.75 3.74 30 3.74 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 23.8 21 18 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.493 INPUT Description: P-21 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 3.68 6.25 3.68 9 2.18 12.5 2.18 14 .68 15 .68 16 .68 17.5 2.18 21 2.18 23.75 3.68 30 3.68 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 32.9 30.7 28.5 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.463 INPUT Description: P-22 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 3.6 6.25 3.6 9 2.1 12.5 2.1 14 .6



15 .6 16 .6 17.5 2.1 21 2.1 23.75 3.6 30 3.6 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.438 INPUT Description: P-23 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 3.53 6.25 3.53 9 2.03 12.5 2.03 14 .53 15 .53 16 .53 17.5 2.03 21 2.03 23.75 3.53 30 3.53 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.413 INPUT Description: P-24 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 3.47 6.25 3.47 9 1.97 12.5 1.97 14 .47 15 .47 16 .47 17.5 1.97 21 1.97 23.75 3.47 30 3.47 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25.1 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.388 INPUT Description: P-25 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 3.4 6.25 3.4 9 1.9 12.5 1.9 14 .4 15 .4 16 .4 17.5 1.9 21 1.9 23.75 3.4 30 3.4 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 24.9 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.363



INPUT Description: P-26 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 3.33 6.25 3.33 9 1.83 12.5 1.83 14 .33 15 .33 16 .33 17.5 1.83 21 1.83 23.75 3.33 30 3.33 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 24.6 25 25.5 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.338 INPUT Description: P-27 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 3.26 6.25 3.26 9 1.76 12.5 1.76 14 .26 15 .26 16 .26 17.5 1.76 21 1.76 23.75 3.26 30 3.26 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.313 INPUT Description: P-28 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 3.2 6.25 3.2 9 1.7 12.5 1.7 14 .2 15 .2 16 .2 17.5 1.7 21 1.7 23.75 3.2 30 3.2 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25 25 25 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.288 INPUT Description: P-29 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 3.13 6.25 3.13 9 1.63 12.5 1.63 14 .13 15 .13 16 .13 17.5 1.63 21 1.63 23.75 3.13 30 3.13 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25.6 25 24.4 .1 .3



CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.263 INPUT Description: P-30 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 3.06 6.25 3.06 9 1.56 12.5 1.56 14 .06 15 .06 16 .06 17.5 1.56 21 1.56 23.75 3.06 30 3.06 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 33.3 33 32.5 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.230 INPUT Description: P-31 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 2.97 6.25 2.97 9 1.47 12.5 1.47 14 -.03 15 -.03 16 -.03 17.5 1.47 21 1.47 23.75 2.97 30 2.97 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 37.5 37.5 37.6 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.192 INPUT Description: P-32 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 2.84 6.25 2.84 9 1.34 12.5 1.34 14 -.16 15 -.16 16 -.16 17.5 1.34 21 1.34 23.75 2.84 30 2.84 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 27.5 29 30.6 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.163 INPUT Description: P-33 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 2.74 6.25 2.74 9 1.24 12.5 1.24 14 -.26 15 -.26 16 -.26 17.5 1.24 21 1.24 23.75 2.74 30 2.74



Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 25.2 25.2 25.2 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.138 INPUT Description: P-34 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 2.65 6.25 2.65 9 1.15 12.5 1.15 14 -.35 15 -.35 16 -.35 17.5 1.15 21 1.15 23.75 2.65 30 2.65 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 23.1 23.1 23.1 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.115 INPUT Description: P-35 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 2.57 6.25 2.57 9 1.07 12.5 1.07 14 -.43 15 -.43 16 -.43 17.5 1.07 21 1.07 23.75 2.57 30 2.57 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.5 17.5 10.1 10.1 10.1 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.105 INPUT Description: P-36 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 2.54 6 2.54 8 1.54 11.5 1.54 13.5 -.46 15 -.46 16.5 -.46 18.5 1.54 22 1.54 24 2.54 30 2.54 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 11.5 18.5 10.1 10.1 10.1 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.095 INPUT Description: P-37



Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 2.5 6.5 2.5 7.5 2 11 2 13.5 -.5 15 -.5 16.5 -.5 19 2 22.5 2 23.5 2.5 30 2.5 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 11 19 10.1 10.1 10.1 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.084 INPUT Description: P-38 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 2.47 6.05 2.47 7.05 2.47 12.05 2.47 13.25 -.53 15 -.53 16.75 -.53 17.95 2.47 22.95 2.47 23.95 2.47 30 2.47 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.05 17.95 12.1 11 10 .1 .3 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.073 INPUT Description: P-39 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 2.43 3.4 2.43 4 2.43 12.4 2.43 13 -.57 15 -.57 17 -.57 17.6 2.43 26 2.43 26.6 2.43 30 2.43 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 12.4 17.6 73.5 73.5 73.5 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 13 2.43 F 17 30 2.43 F CULVERT RIVER: Montilla REACH: Sotogrande RS: 0.036 INPUT Description: Entubamiento final - La Marina Distance from Upstream XS = 3 Deck/Roadway Width = 70 Weir Coefficient = 1.4 Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 2.43 -.6 30 2.43 -.6 Upstream Bridge Cross Section Data Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev



0 2.43 3.4 2.43 4 2.43 12.4 2.43 13 -.57 15 -.57 17 -.57 17.6 2.43 26 2.43 26.6 2.43 30 2.43 Manning's n Values num= 1 Sta n Val 0 .033 Bank Sta: Left Right Coeff Contr. Expan. 12.4 17.6 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 13 2.43 F 17 30 2.43 F Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 2.43 -.6 30 2.43 -.6 Downstream Bridge Cross Section Data Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 2.43 .01 -.6 5 -.6 10 -.6 13 -.6 17 -.6 20 -.6 25 -.6 29.99 -.6 30 2.43 Manning's n Values num= 1 Sta n Val 0 .011 Bank Sta: Left Right Coeff Contr. Expan. 13 17 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 13 2.43 F 17 30 2.43 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Conspan Arch 2.25 4 FHWA Chart # 60- Span/Rise ratio approximate 2:1 FHWA Scale # 1 - 0 degree wing wall angle Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 2.5 70 .011 .011 0 .2 1 Upstream Elevation = -0.57 Centerline Station = 15 Downstream Elevation = -0.6 Centerline Station = 15 CROSS SECTION RIVER: Montilla REACH: Sotogrande RS: 0.0 INPUT Description: P-40 Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 2.43 .01 -.6 5 -.6 10 -.6 13 -.6 17 -.6 20 -.6 25 -.6 29.99 -.6 30 2.43 Manning's n Values num= 1 Sta n Val 0 .011 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.



13 17 0 0 0 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 13 2.43 F 17 30 2.43 F SUMMARY OF MANNING'S N VALUES River:Montilla Reach River Sta. n1 Sotogrande 0.990 .033 Sotogrande 0.965 .033 Sotogrande 0.940 .033 Sotogrande 0.915 .033 Sotogrande 0.890 .033 Sotogrande 0.865 .033 Sotogrande 0.840 .033 Sotogrande 0.815 .033 Sotogrande 0.790 .033 Sotogrande 0.765 .033 Sotogrande 0.740 .033 Sotogrande 0.715 .033 Sotogrande 0.690 .033 Sotogrande 0.665 .033 Sotogrande 0.640 .033 Sotogrande 0.615 .033 Sotogrande 0.590 .033 Sotogrande 0.564 .033 Sotogrande 0.539 .033 Sotogrande 0.514 .033 Sotogrande 0.493 .033 Sotogrande 0.463 .033 Sotogrande 0.438 .033 Sotogrande 0.413 .033 Sotogrande 0.388 .033 Sotogrande 0.363 .033 Sotogrande 0.338 .033 Sotogrande 0.313 .033 Sotogrande 0.288 .033 Sotogrande 0.263 .033 Sotogrande 0.230 .033 Sotogrande 0.192 .033 Sotogrande 0.163 .033 Sotogrande 0.138 .033 Sotogrande 0.115 .033 Sotogrande 0.105 .033 Sotogrande 0.095 .033 Sotogrande 0.084 .033 Sotogrande 0.073 .033 Sotogrande 0.036 Culvert Sotogrande 0.0 .011 SUMMARY OF REACH LENGTHS River: Montilla Reach River Sta. Left Channel Right Sotogrande 0.990 24.7 25.3 25.8 Sotogrande 0.965 25 25 25 Sotogrande 0.940 25.6 25.1 24.6 Sotogrande 0.915 25.2 25 24.8 Sotogrande 0.890 25 25 25 Sotogrande 0.865 24.8 25.1 25.4 Sotogrande 0.840 25 25 25 Sotogrande 0.815 24.4 25.1 25.8 Sotogrande 0.790 25 25 25 Sotogrande 0.765 25 25 25 Sotogrande 0.740 23.9 25.1 26.3 Sotogrande 0.715 23.1 25.2 27.4 Sotogrande 0.690 25 25 25



Sotogrande 0.665 25 25 25 Sotogrande 0.640 25 25 25 Sotogrande 0.615 25 25 25 Sotogrande 0.590 25.3 25 24.8 Sotogrande 0.564 25.1 25.1 25.1 Sotogrande 0.539 25 25 25 Sotogrande 0.514 23.8 21 18 Sotogrande 0.493 32.9 30.7 28.5 Sotogrande 0.463 25 25 25 Sotogrande 0.438 25 25 25 Sotogrande 0.413 25.1 25 25 Sotogrande 0.388 24.9 25 25 Sotogrande 0.363 24.6 25 25.5 Sotogrande 0.338 25 25 25 Sotogrande 0.313 25 25 25 Sotogrande 0.288 25.6 25 24.4 Sotogrande 0.263 33.3 33 32.5 Sotogrande 0.230 37.5 37.5 37.6 Sotogrande 0.192 27.5 29 30.6 Sotogrande 0.163 25.2 25.2 25.2 Sotogrande 0.138 23.1 23.1 23.1 Sotogrande 0.115 10.1 10.1 10.1 Sotogrande 0.105 10.1 10.1 10.1 Sotogrande 0.095 10.1 10.1 10.1 Sotogrande 0.084 12.1 11 10 Sotogrande 0.073 73.5 73.5 73.5 Sotogrande 0.036 Culvert Sotogrande 0.0 0 0 0 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Montilla Reach River Sta. Contr. Expan. Sotogrande 0.990 .1 .3 Sotogrande 0.965 .1 .3 Sotogrande 0.940 .1 .3 Sotogrande 0.915 .1 .3 Sotogrande 0.890 .1 .3 Sotogrande 0.865 .1 .3 Sotogrande 0.840 .1 .3 Sotogrande 0.815 .1 .3 Sotogrande 0.790 .1 .3 Sotogrande 0.765 .1 .3 Sotogrande 0.740 .1 .3 Sotogrande 0.715 .1 .3 Sotogrande 0.690 .1 .3 Sotogrande 0.665 .1 .3 Sotogrande 0.640 .1 .3 Sotogrande 0.615 .1 .3 Sotogrande 0.590 .1 .3 Sotogrande 0.564 .1 .3 Sotogrande 0.539 .1 .3 Sotogrande 0.514 .1 .3 Sotogrande 0.493 .1 .3 Sotogrande 0.463 .1 .3 Sotogrande 0.438 .1 .3 Sotogrande 0.413 .1 .3 Sotogrande 0.388 .1 .3 Sotogrande 0.363 .1 .3 Sotogrande 0.338 .1 .3 Sotogrande 0.313 .1 .3 Sotogrande 0.288 .1 .3 Sotogrande 0.263 .1 .3 Sotogrande 0.230 .1 .3 Sotogrande 0.192 .1 .3 Sotogrande 0.163 .1 .3 Sotogrande 0.138 .1 .3 Sotogrande 0.115 .1 .3 Sotogrande 0.105 .1 .3 Sotogrande 0.095 .1 .3 Sotogrande 0.084 .1 .3 Sotogrande 0.073 .3 .5 Sotogrande 0.036 Culvert Sotogrande 0.0 .3 .5



Profile Output Table - Standard Table 1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) Sotogrande 0.990 T=10 años 3.72 2.03 3.07 3.14 0.002703 1.17 3.18 4.09 0.42 Sotogrande 0.990 T=500 años 28.78 2.03 4.38 4.56 0.002687 2.08 16.82 15.13 0.48 Sotogrande 0.965 T=10 años 3.72 1.96 3.01 3.07 0.002682 1.17 3.18 4.09 0.42 Sotogrande 0.965 T=500 años 28.78 1.96 4.32 4.49 0.002673 2.08 16.86 15.14 0.48 Sotogrande 0.940 T=10 años 3.72 1.89 2.94 3.01 0.002648 1.16 3.20 4.10 0.42 Sotogrande 0.940 T=500 años 28.78 1.89 4.25 4.42 0.002644 2.07 16.92 15.15 0.48 Sotogrande 0.915 T=10 años 3.72 1.83 2.87 2.94 0.002736 1.18 3.16 4.08 0.43 Sotogrande 0.915 T=500 años 28.78 1.83 4.18 4.36 0.002712 2.09 16.77 15.12 0.48 Sotogrande 0.890 T=10 años 3.72 1.76 2.80 2.87 0.002714 1.17 3.17 4.08 0.43 Sotogrande 0.890 T=500 años 28.78 1.76 4.11 4.29 0.002696 2.08 16.81 15.12 0.48 Sotogrande 0.865 T=10 años 3.72 1.69 2.73 2.80 0.002690 1.17 3.18 4.09 0.42 Sotogrande 0.865 T=500 años 28.78 1.69 4.05 4.22 0.002674 2.08 16.85 15.14 0.48 Sotogrande 0.840 T=10 años 3.72 1.62 2.67 2.74 0.002657 1.16 3.19 4.10 0.42 Sotogrande 0.840 T=500 años 28.78 1.62 3.98 4.15 0.002648 2.07 16.92 15.15 0.48 Sotogrande 0.815 T=10 años 3.72 1.56 2.60 2.67 0.002746 1.18 3.16 4.08 0.43 Sotogrande 0.815 T=500 años 28.78 1.56 3.91 4.09 0.002714 2.09 16.76 15.11 0.48 Sotogrande 0.790 T=10 años 3.72 1.49 2.53 2.60 0.002731 1.18 3.16 4.08 0.43 Sotogrande 0.790 T=500 años 28.78 1.49 3.84 4.02 0.002700 2.08 16.79 15.12 0.48 Sotogrande 0.765 T=10 años 3.72 1.42 2.46 2.53 0.002711 1.17 3.17 4.09 0.42 Sotogrande 0.765 T=500 años 28.78 1.42 3.77 3.95 0.002680 2.08 16.84 15.13 0.48 Sotogrande 0.740 T=10 años 3.72 1.35 2.40 2.47 0.002682 1.17 3.18 4.09 0.42 Sotogrande 0.740 T=500 años 28.78 1.35 3.71 3.88 0.002652 2.07 16.90 15.15 0.48 Sotogrande 0.715 T=10 años 3.72 1.28 2.33 2.40 0.002648 1.16 3.20 4.10 0.42 Sotogrande 0.715 T=500 años 28.78 1.28 3.64 3.82 0.002623 2.06 16.97 15.16 0.48 Sotogrande 0.690 T=10 años 3.72 1.22 2.26 2.33 0.002743 1.18 3.16 4.08 0.43 Sotogrande 0.690 T=500 años 28.78 1.22 3.57 3.75 0.002688 2.08 16.82 15.13 0.48 Sotogrande 0.665 T=10 años 3.72 1.15 2.19 2.26 0.002724 1.17 3.17 4.08 0.43 Sotogrande 0.665 T=500 años 28.78 1.15 3.51 3.68 0.002662 2.07 16.88 15.14 0.48 Sotogrande 0.640 T=10 años 3.72 1.08 2.12 2.19 0.002699 1.17 3.18 4.09 0.42 Sotogrande 0.640 T=500 años 28.78 1.08 3.44 3.61 0.002633 2.07 16.95 15.16 0.48 Sotogrande 0.615 T=10 años 3.72 1.01 2.06 2.13 0.002669 1.17 3.19 4.09 0.42 Sotogrande 0.615 T=500 años 28.78 1.01 3.38 3.55 0.002596 2.06 17.04 15.18 0.47



Profile Output Table - Standard Table 1 (cont.) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) Sotogrande 0.590 T=10 años 3.72 0.95 1.99 2.06 0.002763 1.18 3.15 4.07 0.43 Sotogrande 0.590 T=500 años 28.78 0.95 3.31 3.48 0.002646 2.07 16.92 15.15 0.48 Sotogrande 0.564 T=10 años 3.72 0.88 1.92 1.99 0.002749 1.18 3.16 4.08 0.43 Sotogrande 0.564 T=500 años 28.78 0.88 3.24 3.42 0.002612 2.06 17.00 15.17 0.48 Sotogrande 0.539 T=10 años 3.72 0.81 1.85 1.92 0.002736 1.18 3.16 4.08 0.43 Sotogrande 0.539 T=500 años 28.78 0.81 3.18 3.35 0.002575 2.05 17.09 15.19 0.47 Sotogrande 0.514 T=10 años 3.72 0.74 1.78 1.85 0.002717 1.17 3.17 4.08 0.43 Sotogrande 0.514 T=500 años 28.78 0.74 3.12 3.29 0.002528 2.04 17.20 15.22 0.47 Sotogrande 0.493 T=10 años 3.72 0.68 1.73 1.80 0.002681 1.17 3.18 4.09 0.42 Sotogrande 0.493 T=500 años 28.78 0.68 3.07 3.23 0.002468 2.02 17.35 15.26 0.46 Sotogrande 0.463 T=10 años 3.72 0.60 1.64 1.71 0.002716 1.17 3.17 4.08 0.43 Sotogrande 0.463 T=500 años 28.78 0.60 2.99 3.16 0.002436 2.01 17.43 15.28 0.46 Sotogrande 0.438 T=10 años 3.72 0.53 1.57 1.64 0.002688 1.17 3.18 4.09 0.42 Sotogrande 0.438 T=500 años 28.78 0.53 2.94 3.10 0.002361 1.99 17.63 15.32 0.45 Sotogrande 0.413 T=10 años 3.72 0.47 1.50 1.58 0.002789 1.19 3.14 4.07 0.43 Sotogrande 0.413 T=500 años 28.78 0.47 2.88 3.04 0.002355 1.98 17.65 15.33 0.45 Sotogrande 0.388 T=10 años 3.72 0.40 1.43 1.51 0.002785 1.18 3.14 4.07 0.43 Sotogrande 0.388 T=500 años 28.78 0.40 2.82 2.98 0.002271 1.96 17.88 15.38 0.45 Sotogrande 0.363 T=10 años 3.72 0.33 1.37 1.44 0.002782 1.18 3.14 4.07 0.43 Sotogrande 0.363 T=500 años 28.78 0.33 2.77 2.92 0.002177 1.93 18.15 15.45 0.44 Sotogrande 0.338 T=10 años 3.72 0.26 1.30 1.37 0.002776 1.18 3.14 4.07 0.43 Sotogrande 0.338 T=500 años 28.78 0.26 2.72 2.87 0.002073 1.90 18.48 15.52 0.43 Sotogrande 0.313 T=10 años 3.72 0.20 1.22 1.30 0.002918 1.20 3.09 4.04 0.44 Sotogrande 0.313 T=500 años 28.78 0.20 2.67 2.81 0.002022 1.88 18.64 15.56 0.42 Sotogrande 0.288 T=10 años 3.72 0.13 1.15 1.22 0.002970 1.21 3.07 4.03 0.44 Sotogrande 0.288 T=500 años 28.78 0.13 2.63 2.76 0.001909 1.84 19.03 15.65 0.41 Sotogrande 0.263 T=10 años 3.72 0.06 1.07 1.15 0.003043 1.22 3.04 4.02 0.45 Sotogrande 0.263 T=500 años 28.78 0.06 2.59 2.71 0.001790 1.80 19.48 15.76 0.40 Sotogrande 0.230 T=10 años 3.72 -0.03 0.96 1.04 0.003248 1.25 2.97 3.98 0.46 Sotogrande 0.230 T=500 años 28.78 -0.03 2.53 2.66 0.001640 1.74 20.10 15.90 0.38 Sotogrande 0.192 T=10 años 3.72 -0.16 0.85 0.92 0.003094 1.23 3.02 4.01 0.45 Sotogrande 0.192 T=500 años 28.78 -0.16 2.49 2.59 0.001366 1.63 21.46 16.21 0.35



Profile Output Table - Standard Table 1 (cont.) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) Sotogrande 0.163 T=10 años 3.72 -0.26 0.76 0.83 0.002934 1.21 3.08 4.04 0.44 Sotogrande 0.163 T=500 años 28.78 -0.26 2.46 2.55 0.001179 1.55 22.62 16.47 0.33 Sotogrande 0.138 T=10 años 3.72 -0.35 0.69 0.76 0.002716 1.17 3.17 4.08 0.43 Sotogrande 0.138 T=500 años 28.78 -0.35 2.44 2.52 0.001027 1.48 23.76 16.73 0.31 Sotogrande 0.115 T=10 años 3.72 -0.43 0.63 0.70 0.002509 1.14 3.26 4.13 0.41 Sotogrande 0.115 T=500 años 28.78 -0.43 2.42 2.50 0.000909 1.41 24.82 16.96 0.29 Sotogrande 0.105 T=10 años 3.72 -0.46 0.64 0.68 0.001109 0.82 4.51 5.20 0.28 Sotogrande 0.105 T=500 años 28.78 -0.46 2.40 2.49 0.001008 1.45 23.46 17.43 0.31 Sotogrande 0.095 T=10 años 3.72 -0.50 0.63 0.66 0.001005 0.80 4.67 5.26 0.27 Sotogrande 0.095 T=500 años 28.78 -0.50 2.34 2.47 0.001573 1.67 19.01 16.34 0.37 Sotogrande 0.084 T=10 años 3.72 -0.53 0.62 0.65 0.001047 0.82 4.55 4.42 0.26 Sotogrande 0.084 T=500 años 28.78 -0.53 2.15 2.43 0.004137 2.35 12.26 5.64 0.51 Sotogrande 0.073 T=10 años 3.72 -0.57 0.61 -0.12 0.64 0.000538 0.79 4.73 4.47 0.23 Sotogrande 0.073 T=500 años 28.78 -0.57 1.98 1.17 2.38 0.002496 2.82 10.19 5.02 0.56 Sotogrande 0.036 Culvert Sotogrande 0.0 T=10 años 3.72 -0.60 0.60 -0.15 0.63 0.000057 0.77 4.80 29.99 0.23 Sotogrande 0.0 T=500 años 28.78 -0.60 1.14 1.14 2.01 0.000987 4.13 6.96 29.99 1.00



Profile Output Table - Standard Table 2 Reach River Sta Profile E.G. Elev W.S. Elev Vel Head Frctn Loss C & E Loss Q Left Q Channel Q Right Top Width (m) (m) (m) (m) (m) (m3/s) (m3/s) (m3/s) (m) Sotogrande 0.990 T=10 años 3.14 3.07 0.07 0.07 0.00 3.72 4.09 Sotogrande 0.990 T=500 años 4.56 4.38 0.18 0.07 0.00 4.49 19.80 4.49 15.13 Sotogrande 0.965 T=10 años 3.07 3.01 0.07 0.07 0.00 3.72 4.09 Sotogrande 0.965 T=500 años 4.49 4.32 0.18 0.07 0.00 4.50 19.79 4.50 15.14 Sotogrande 0.940 T=10 años 3.01 2.94 0.07 0.07 0.00 3.72 4.10 Sotogrande 0.940 T=500 años 4.42 4.25 0.17 0.07 0.00 4.51 19.75 4.51 15.15 Sotogrande 0.915 T=10 años 2.94 2.87 0.07 0.07 0.00 3.72 4.08 Sotogrande 0.915 T=500 años 4.36 4.18 0.18 0.07 0.00 4.48 19.83 4.48 15.12 Sotogrande 0.890 T=10 años 2.87 2.80 0.07 0.07 0.00 3.72 4.08 Sotogrande 0.890 T=500 años 4.29 4.11 0.18 0.07 0.00 4.48 19.81 4.48 15.12 Sotogrande 0.865 T=10 años 2.80 2.73 0.07 0.07 0.00 3.72 4.09 Sotogrande 0.865 T=500 años 4.22 4.05 0.18 0.07 0.00 4.50 19.79 4.50 15.14 Sotogrande 0.840 T=10 años 2.74 2.67 0.07 0.07 0.00 3.72 4.10 Sotogrande 0.840 T=500 años 4.15 3.98 0.17 0.07 0.00 4.51 19.76 4.51 15.15 Sotogrande 0.815 T=10 años 2.67 2.60 0.07 0.07 0.00 3.72 4.08 Sotogrande 0.815 T=500 años 4.09 3.91 0.18 0.07 0.00 4.47 19.83 4.48 15.11 Sotogrande 0.790 T=10 años 2.60 2.53 0.07 0.07 0.00 3.72 4.08 Sotogrande 0.790 T=500 años 4.02 3.84 0.18 0.07 0.00 4.48 19.82 4.48 15.12 Sotogrande 0.765 T=10 años 2.53 2.46 0.07 0.07 0.00 3.72 4.09 Sotogrande 0.765 T=500 años 3.95 3.77 0.18 0.07 0.00 4.49 19.79 4.49 15.13 Sotogrande 0.740 T=10 años 2.47 2.40 0.07 0.07 0.00 3.72 4.09 Sotogrande 0.740 T=500 años 3.88 3.71 0.17 0.07 0.00 4.51 19.76 4.51 15.15 Sotogrande 0.715 T=10 años 2.40 2.33 0.07 0.07 0.00 3.72 4.10 Sotogrande 0.715 T=500 años 3.82 3.64 0.17 0.07 0.00 4.52 19.73 4.52 15.16 Sotogrande 0.690 T=10 años 2.33 2.26 0.07 0.07 0.00 3.72 4.08 Sotogrande 0.690 T=500 años 3.75 3.57 0.18 0.07 0.00 4.49 19.80 4.49 15.13 Sotogrande 0.665 T=10 años 2.26 2.19 0.07 0.07 0.00 3.72 4.08 Sotogrande 0.665 T=500 años 3.68 3.51 0.17 0.07 0.00 4.50 19.77 4.50 15.14 Sotogrande 0.640 T=10 años 2.19 2.12 0.07 0.07 0.00 3.72 4.09 Sotogrande 0.640 T=500 años 3.61 3.44 0.17 0.07 0.00 4.52 19.74 4.52 15.16 Sotogrande 0.615 T=10 años 2.13 2.06 0.07 0.07 0.00 3.72 4.09 Sotogrande 0.615 T=500 años 3.55 3.38 0.17 0.07 0.00 4.54 19.70 4.54 15.18



Profile Output Table - Standard Table 2(cont.) Reach River Sta Profile E.G. Elev W.S. Elev Vel Head Frctn Loss C & E Loss Q Left Q Channel Q Right Top Width (m) (m) (m) (m) (m) (m3/s) (m3/s) (m3/s) (m) Sotogrande 0.590 T=10 años 2.06 1.99 0.07 0.07 0.00 3.72 4.07 Sotogrande 0.590 T=500 años 3.48 3.31 0.17 0.07 0.00 4.51 19.76 4.51 15.15 Sotogrande 0.564 T=10 años 1.99 1.92 0.07 0.07 0.00 3.72 4.08 Sotogrande 0.564 T=500 años 3.42 3.24 0.17 0.07 0.00 4.53 19.72 4.53 15.17 Sotogrande 0.539 T=10 años 1.92 1.85 0.07 0.07 0.00 3.72 4.08 Sotogrande 0.539 T=500 años 3.35 3.18 0.17 0.06 0.00 4.55 19.68 4.55 15.19 Sotogrande 0.514 T=10 años 1.85 1.78 0.07 0.06 0.00 3.72 4.08 Sotogrande 0.514 T=500 años 3.29 3.12 0.17 0.05 0.00 4.58 19.62 4.58 15.22 Sotogrande 0.493 T=10 años 1.80 1.73 0.07 0.08 0.00 3.72 4.09 Sotogrande 0.493 T=500 años 3.23 3.07 0.16 0.08 0.00 4.61 19.56 4.61 15.26 Sotogrande 0.463 T=10 años 1.71 1.64 0.07 0.07 0.00 3.72 4.08 Sotogrande 0.463 T=500 años 3.16 2.99 0.16 0.06 0.00 4.63 19.52 4.63 15.28 Sotogrande 0.438 T=10 años 1.64 1.57 0.07 0.07 0.00 3.72 4.09 Sotogrande 0.438 T=500 años 3.10 2.94 0.16 0.06 0.00 4.68 19.43 4.68 15.32 Sotogrande 0.413 T=10 años 1.58 1.50 0.07 0.07 0.00 3.72 4.07 Sotogrande 0.413 T=500 años 3.04 2.88 0.16 0.06 0.00 4.68 19.42 4.68 15.33 Sotogrande 0.388 T=10 años 1.51 1.43 0.07 0.07 0.00 3.72 4.07 Sotogrande 0.388 T=500 años 2.98 2.82 0.15 0.06 0.00 4.73 19.32 4.73 15.38 Sotogrande 0.363 T=10 años 1.44 1.37 0.07 0.07 0.00 3.72 4.07 Sotogrande 0.363 T=500 años 2.92 2.77 0.15 0.05 0.00 4.79 19.20 4.79 15.45 Sotogrande 0.338 T=10 años 1.37 1.30 0.07 0.07 0.00 3.72 4.07 Sotogrande 0.338 T=500 años 2.87 2.72 0.14 0.05 0.00 4.86 19.07 4.86 15.52 Sotogrande 0.313 T=10 años 1.30 1.22 0.07 0.07 0.00 3.72 4.04 Sotogrande 0.313 T=500 años 2.81 2.67 0.14 0.05 0.00 4.89 19.00 4.89 15.56 Sotogrande 0.288 T=10 años 1.22 1.15 0.07 0.08 0.00 3.72 4.03 Sotogrande 0.288 T=500 años 2.76 2.63 0.14 0.05 0.00 4.97 18.84 4.97 15.65 Sotogrande 0.263 T=10 años 1.15 1.07 0.08 0.10 0.00 3.72 4.02 Sotogrande 0.263 T=500 años 2.71 2.59 0.13 0.06 0.00 5.06 18.67 5.06 15.76 Sotogrande 0.230 T=10 años 1.04 0.96 0.08 0.12 0.00 3.72 3.98 Sotogrande 0.230 T=500 años 2.66 2.53 0.12 0.06 0.00 5.17 18.43 5.17 15.90 Sotogrande 0.192 T=10 años 0.92 0.85 0.08 0.09 0.00 3.72 4.01 Sotogrande 0.192 T=500 años 2.59 2.49 0.11 0.04 0.00 5.41 17.96 5.41 16.21



Profile Output Table - Standard Table 2(cont.) Reach River Sta Profile E.G. Elev W.S. Elev Vel Head Frctn Loss C & E Loss Q Left Q Channel Q Right Top Width (m) (m) (m) (m) (m) (m3/s) (m3/s) (m3/s) (m) Sotogrande 0.163 T=10 años 0.83 0.76 0.07 0.07 0.00 3.72 4.04 Sotogrande 0.163 T=500 años 2.55 2.46 0.09 0.03 0.00 5.59 17.59 5.59 16.47 Sotogrande 0.138 T=10 años 0.76 0.69 0.07 0.06 0.00 3.72 4.08 Sotogrande 0.138 T=500 años 2.52 2.44 0.09 0.02 0.00 5.76 17.26 5.76 16.73 Sotogrande 0.115 T=10 años 0.70 0.63 0.07 0.02 0.01 3.72 4.13 Sotogrande 0.115 T=500 años 2.50 2.42 0.08 0.01 0.00 5.90 16.97 5.90 16.96 Sotogrande 0.105 T=10 años 0.68 0.64 0.03 0.01 0.00 3.72 5.20 Sotogrande 0.105 T=500 años 2.49 2.40 0.09 0.01 0.00 2.80 23.18 2.80 17.43 Sotogrande 0.095 T=10 años 0.66 0.63 0.03 0.01 0.00 3.72 5.26 Sotogrande 0.095 T=500 años 2.47 2.34 0.14 0.02 0.01 0.70 27.38 0.70 16.34 Sotogrande 0.084 T=10 años 0.65 0.62 0.03 0.01 0.00 3.72 4.42 Sotogrande 0.084 T=500 años 2.43 2.15 0.28 0.03 0.01 28.78 5.64 Sotogrande 0.073 T=10 años 0.64 0.61 0.03 3.72 4.47 Sotogrande 0.073 T=500 años 2.38 1.98 0.41 28.78 5.02 Sotogrande 0.036 Culvert Sotogrande 0.0 T=10 años 0.63 0.60 0.03 3.72 29.99 Sotogrande 0.0 T=500 años 2.01 1.14 0.87 28.78 29.99



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P L A N O S




P L A N O S

Indice


hidráulico (deslinde técnico). Situación actual.


avenida de 500 años. Situación actual.


hidráulico (deslinde técnico). Situación futura.


avenida de 500 años. Situación futura.

5. Perfiles Transversales

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Rafael Garrote

NUEVO ESTUDIO HIDROLÓGICO-HIDRÁULICO DEL TRAMO FINAL … · 2019-03-07 · nuevo estudio...

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Transcript of NUEVO ESTUDIO HIDROLÓGICO-HIDRÁULICO DEL TRAMO FINAL … · 2019-03-07 · nuevo estudio...