evaluación del comportamiento de un suelo artificial para

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Universidad de La Salle Universidad de La Salle Ciencia Unisalle Ciencia Unisalle Ingeniería Civil Facultad de Ingeniería 2019 Evaluación del comportamiento de un suelo artificial para ser Evaluación del comportamiento de un suelo artificial para ser usado en modelos de transferencia de calor usado en modelos de transferencia de calor Edison Gilberto Rivera Ramos Universidad de La Salle, Bogotá Follow this and additional works at: https://ciencia.lasalle.edu.co/ing_civil Part of the Civil Engineering Commons Citación recomendada Citación recomendada Rivera Ramos, E. G. (2019). Evaluación del comportamiento de un suelo artificial para ser usado en modelos de transferencia de calor. Retrieved from https://ciencia.lasalle.edu.co/ing_civil/516 This Trabajo de grado - Pregrado is brought to you for free and open access by the Facultad de Ingeniería at Ciencia Unisalle. It has been accepted for inclusion in Ingeniería Civil by an authorized administrator of Ciencia Unisalle. For more information, please contact [email protected].

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Page 1: Evaluación del comportamiento de un suelo artificial para

Universidad de La Salle Universidad de La Salle

Ciencia Unisalle Ciencia Unisalle

Ingeniería Civil Facultad de Ingeniería

2019

Evaluación del comportamiento de un suelo artificial para ser Evaluación del comportamiento de un suelo artificial para ser

usado en modelos de transferencia de calor usado en modelos de transferencia de calor

Edison Gilberto Rivera Ramos Universidad de La Salle, Bogotá

Follow this and additional works at: https://ciencia.lasalle.edu.co/ing_civil

Part of the Civil Engineering Commons

Citación recomendada Citación recomendada Rivera Ramos, E. G. (2019). Evaluación del comportamiento de un suelo artificial para ser usado en modelos de transferencia de calor. Retrieved from https://ciencia.lasalle.edu.co/ing_civil/516

This Trabajo de grado - Pregrado is brought to you for free and open access by the Facultad de Ingeniería at Ciencia Unisalle. It has been accepted for inclusion in Ingeniería Civil by an authorized administrator of Ciencia Unisalle. For more information, please contact [email protected].

Page 2: Evaluación del comportamiento de un suelo artificial para

EVALUACIÓN DEL COMPORTAMIENTO DE UN SUELO ARTIFICIAL PARA SER

USADO EN MODELOS DE TRANSFERENCIA DE CALOR

Edison Gilberto Rivera Ramos

Abril 2019

Nota del Autor

Edison Gilberto Rivera Ramos, Programa de Ingeniería Civil, Universidad de La Salle

La correspondencia relacionada con este propósito debe ser dirigida al Programa de Ingeniería

Civil

Universidad de La Salle, Carrera 2 # 10-70, La Candelaria

Page 3: Evaluación del comportamiento de un suelo artificial para

EVALUACIÓN DEL COMPORTAMIENTO DE UN SUELO ARTIFICIAL PARA SER

USADO EN MODELOS DE TRANSFERENCIA DE CALOR

Edison Gilberto Rivera Ramos

Participación En Proyectos De Investigación Disciplinar E Interdisciplinar Para Obtener El Título De

Ingeniero Civil

Universidad De La Salle, Bogotá

Directora Temática

Ing. Sandra Elodia Ospina Lozano

Universidad de La Salle

Programa de Ingeniería Civil

Bogotá D.C

2019

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III

Nota de Aceptación

Ing. Sandra Elodia Ospina Lozano

Director

Firma Jurado 1

Firma Jurado 2

Bogotá D.C

Page 5: Evaluación del comportamiento de un suelo artificial para

ii Tabla de contenido Introducción .................................................................................................................................... 5 Capítulo 1 ........................................................................................................................................ 6 Generalidades .................................................................................................................................. 6

Resumen ejecutivo ...................................................................................................................... 6 Objetivo General ......................................................................................................................... 6 Objetivos Específicos.................................................................................................................. 6 Justificación ................................................................................................................................ 7 Delimitación del proyecto ........................................................................................................... 7

Capítulo 2 ........................................................................................................................................ 9 Reconocimiento marco de pruebas y cálculo de cantidades de material ........................................ 9

Marco de pruebas ........................................................................................................................ 9

Volumen de material ................................................................................................................. 13 Capítulo 3 ...................................................................................................................................... 13 Evaluación y características físicas del suelo ............................................................................... 13

Descripción de material ............................................................................................................ 13 Caracterización de material ....................................................................................................... 14

Determinación del contenido orgánico de un suelo mediante el ensayo de pérdida por

ignición INV E – 121 – 13 .................................................................................................... 15 Determinación en el laboratorio del contenido de agua (humedad) de muestras de suelo,

roca y mezclas de suelo -agregado INV E – 122 – 13 .......................................................... 16 Determinación de los tamaños de las partículas de los suelos INV E – 123 – 13 ................ 17 Determinación de la gravedad específica de las partículas sólidas de los suelos y del llenante

mineral, empleando un picnómetro con agua INV E – 128 – 13 .......................................... 18

Equivalente De Arena De Suelos Y Agregados Finos INV E – 133 – 13 ............................ 18 Relaciones Humedad – Peso unitario seco en los suelos (ensayo normal de compactación)

INV E – 141 – 13 .................................................................................................................. 19

Densidad y peso unitario del suelo en el terreno por el método del balón de caucho INV E –

162 – 13................................................................................................................................. 20

Capítulo 4 ...................................................................................................................................... 22 Procesos para montaje de sensores y evaluación de modelos de transferencia de temperatura ... 22

Procesos adicionales ................................................................................................................. 22

Diseño de rodillo ................................................................................................................... 22 Diseño de la fuente de calor .................................................................................................. 23

Reconocimiento de sistema para medir la temperatura ........................................................ 26 Esquema de ubicación de sensores #1 ...................................................................................... 29

Proceso de construcción modelo de transferencia de temperstura #1 ................................... 29 Esquema de ubicación de sensores #2 ...................................................................................... 32

Proceso de construcción modelo de transferencia de temperatura #2 .................................. 33 Evaluación modelo de transferencia de temperatura #1 ........................................................... 35 Evaluación modelo de transferencia de tempertaura #2 ........................................................... 39

Comentarios. ................................................................................................................................. 44 Bibliografía ................................................................................................................................... 46 Anexos. ......................................................................................................................................... 47

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iii Lista de tablas

Tabla 1. Ensayos para la caracterización del material. ................................................................... 8 Tabla 2. Volumen de material. ...................................................................................................... 13 Tabla 3. % de materia orgánica..................................................................................................... 15 Tabla 4. Contenido de agua (Humedad). ...................................................................................... 16

Tabla 5. Gravedad específica para dos muestras. ......................................................................... 18 Tabla 6. Equivalente de arena. ...................................................................................................... 18 Tabla7. Densidad para modelo #1. ............................................................................................... 20 Tabla 8. Densidad para modelo #2. .............................................................................................. 21 Tabla 9. Datos de temperatura en superficie. ................................................................................ 24

Tabla 10. Sensores y sus características. ...................................................................................... 27

Tabla 11. Tamaño de las partículas muestra #1. ........................................................................... 51

Tabla 12. Tamaño de las partículas muestra #2. ........................................................................... 51 Tabla 13. Coeficientes de uniformidad y concavidad. .................................................................. 52 Tabla 14. Tiempo contra temperatura modelo #1. ........................................................................ 52 Tabla 15. Datos de temperatura contra profundidad. .................................................................... 66

Tabla 16. Tiempo contra temperatura modelo #2. ........................................................................ 67 Tabla 17. Datos para Figura 37. .................................................................................................. 105 Tabla 18. Datos para Figura 38. .................................................................................................. 105

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iv Lista de figuras

Figura 1. Marco de pruebas. ........................................................................................................... 9 Figura 2. Dimensiones del marco de pruebas. .............................................................................. 10 Figura 6. Mezcla de materiales cantidades (Parra Vargas, 2009). ................................................ 14 Figura 7. Material mezclado. ........................................................................................................ 14

Figura 8. Curva de granulometría para la muestra #1 y #2. .......................................................... 17 Figura 10. Espesor entre capas de material y puntos donde se tomaron las densidades para el

modelo #1.............................................................................................................................. 20 Figura 11. Espesor entre capas de material y puntos donde se tomaron las densidades para el

modelo #2.............................................................................................................................. 21

Figura 12. Diseño de compactador (Rodillo). ............................................................................... 22

Figura 13. Análisis de temperatura en superficie. ......................................................................... 23

Figura 14. Modelo de ubicación de bombillas y centrado de las mismas..................................... 24 Figura 15. Construcción de lampara con bombillas de infrarrojo. ............................................... 25 Figura 16. Ubicación de lampará con respecto a la superficie del material. ................................ 26 Figura 17. Cajas y sensores. .......................................................................................................... 26

Figura 18. Software Multisense Datalogger. ................................................................................ 28 Figura 19. Esquema ubicación de sensores y capas de material en modelo #1. ........................... 29 Figura 20. Ubicación de guías o medidas para proceso de montaje de capas de material. ........... 30

Figura 21. Distribución de material y compactación. ................................................................... 30 Figura 22. Ubicación de sensores en modelo #1. .......................................................................... 31

Figura 23. Finalización de construcción e iniciación de las medidas de temperatura en modelo

#1........................................................................................................................................... 31

Figura 24. Desmontaje de modelo #1. .......................................................................................... 32 Figura 25. Esquema ubicación de sensores y capas de material en montaje #2. .......................... 33

Figura 26. Relleno y compactación del material. ......................................................................... 33 Figura 27. Distribución y compactación de material para el modelo #2. ..................................... 34 Figura 28. Ubicación de sensores en el modelo #2. ...................................................................... 34

Figura 29. Inicio de operación y medición de temperatura en modelo #2. ................................... 35 Figura 30. Tiempo contra Temperatura con sensor TMS. ............................................................ 36

Figura 31. Tiempo contra Temperatura sin sensor TMS. ............................................................. 36 Figura 32. Temperatura contra profundidad. ................................................................................ 38 Figura 33. Tiempo contra temperatura modelo #2 sensores ubicados a la izquierda del tubo con

sensor TMS. .......................................................................................................................... 40

Figura 34. Tiempo contra temperatura modelo #2 sensores ubicados a la izquierda del tubo sin

sensor TMS. .......................................................................................................................... 40

Figura 35. Tiempo contra temperatura modelo #2 sensores ubicados a la derecha del tubo con

sesor TMS. ............................................................................................................................ 41 Figura 36. Tiempo contra temperatura modelo #2 sensores ubicados a la derecha del tubo sin

sensor TMS. .......................................................................................................................... 41 Figura 37. Temperatura contra profundidad modelo #2 sensores ubicados a la izquierda del tubo.

............................................................................................................................................... 42 Figura 38. Temperatura contra profundidad modelo #2 sensores ubicados a la derecha del tubo.

............................................................................................................................................... 43

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v

Introducción

Este trabajo está enmarcado en la tesis doctoral “Tecnología de Almacenamiento

Subterráneo de Postcosecha de Frutas y Hortalizas” y del Proyecto “Modelación Física y

Numérica de Materiales Naturales y Procesados Para Su Aplicación Industrial”.

Lo que se logro con esta investigacion fue el analisis de transferencia de

temperatuara en un suelo granular, se midio la capacidad de transferencia de temperatura

en condición compacta. Se realizó por medio de dos modelos donde se cambio de

ubicación de los sensores y se varío las profundidades de los mismos, para las medidas de

transferencia de tempertaura se utilizó el software Multisense Datalogger, los sensores de

este sistema se ubicaron dentro del material compactado y en superficie se ubicó un

sensor dependiente de un multímetro.

Esta investigación además de que realizó el análisis de capacidad de transferencia

de tempertaura de un material describio y caracterizo un material disponible en el

laboratorio (Modelación física en geotecnia) el cual fue usado para la medición de

tranferencia de temperaura.

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6

Capítulo 1

Generalidades

Resumen ejecutivo

Este trabajo se realizó con el fin de medir transferencia de temperatura a escala, el

trabajo busco solucionar problemas de conservación de alimentos como objeto de otras

investigaciones, donde para la plantación de este tipo de modelo se dará en el campo o en

la región agricultora con el objeto de conservar los alimentos.

Esta investigación se centró en la caracterización de materiales para su respectivo

uso en el modelo de transferencia de temperatura, además de montar el modelo a escala y

obtener el modelo de implantación de medición de temperatura por medio de sensores.

Objetivo General

Evaluación del comportamiento de un suelo artificial para ser usado en modelos

de transferencia de temperatura.

Objetivos Específicos

• Realizar el reconocimiento del marco en el laboratorio teniendo en cuenta sus

respectivas medidas y volúmenes.

• Evaluar las características físicas del suelo que va a ser utilizado en el laboratorio

de modelación física en geotecnia.

• Evaluar la variación de temperatura en el volumen de suelo compactado en el

laboratorio de Modelación física en geotecnia.

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Justificación

Este trabajo se realizó con el fin de caracterizar un suelo que fue usado en

modelos de transferencia de temperatura, el estudio del suelo permitio conocer las

características físicas. El objetivo de caracterizar el suelo se baso en buscar que este

cuente con la capacidad de transferir temperatura, además que contenga las características

adecuadas para este tipo de procesos.

Delimitación del proyecto

Este trabajo se centró en caracterizar el suelo por medio de los ensayos de la

Tabla 1, además de montar los modelos en el laboratorio (Modelación física en

geotecnia) se midio la transferencia de temperatura en el material.

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Tabla 1. Ensayos para la caracterización del material.

NOMBRE NORMA CANTIDAD MATERIAL

Determinación del

contenido orgánico en

suelos mediante

pérdida por ignición

I.N.V. E – 121 – 13 2 Granular

Determinación en

laboratorio del

contenido de agua

(humedad) del suelo,

roca y mezclas de

Suelo - Agregado

I.N.V. E – 122 – 13 2 Granular

Análisis

granulométrico de

suelos por tamizado

I.N.V. E – 123 – 13 2 Granular

Determinación de la

gravedad específica de

los suelos y del

llenante mineral

I.N.V. E – 128 – 13 2 Granular

Equivalente de arena

de suelos y agregados

finos

I.N.V. E – 133 – 13 2 Granular

Relaciones de

humedad – masa

unitaria seca en los

suelos (ensayo normal

de compactación)

I.N.V. E – 141 – 13 2 Granular

Relación de soporte

del suelo en el

laboratorio (CBR de

laboratorio)

I.N.V. E – 148 – 13 1 Granular

Densidad y peso

unitario del suelo en el

terreno por el método

del balón de caucho

I.N.V. E – 162 – 13

1 por capa de

compactación o

mínimo 5

Granular

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Capítulo 2

Reconocimiento marco de pruebas y cálculo de cantidades de material

Marco de pruebas

En esta parte del trabajo se recolecta información como las medidas del marco,

en la Figura 1 se identifica como está conformado el marco de pruebas y de qué manera

está construido, este cuenta con perfilería metálica en tres caras, dos caras están

conformadas por perfilería metálica más un acrílico de 2 cm de espesor y en su cara

superior no cuenta con ningún elemento que lo aisle del ambiente, en la Figura 2 se tiene

las medidas que consolidan las dimensiones del marco de pruebas, el marco se encuentra

ubicado en el laboratorio de Modelos geotécnicos.

Figura 1. Marco de pruebas.

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Figura 2. Dimensiones del marco de pruebas.

Para el desarrollo de esta investigación inicialmente se esperaba contar con el uso de

todo el volumen del marco de pruebas, en la Figura 3 se observa el esquema, pero en la

investigación de Zully Johanna García Tovar (Tovar., 2019) se demuestra que la cantidad

de sensores no alcanza para realizar un estudio detallado en ese volumen, por esta razón

se determina realizar los montajes con un volumen mas pequeño. Las Figuras 4 y 5

muestran el volumen que se seleccionó para esta investigación, ademas muestran la

ubicación del tubo con un diametro de 0.27 m y una loingitud de 0.34 m, el objetivo de

ubicar un tubo en cada modelo consistió en ver si interfiere o no en el sistema de

transferencia de tempertaura.

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Figura 3. Esquema inicial de transferencia de tempertaura.

Figura 4. Esquema que se utilizó para transferencia de temperatura.

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La adecuación del marco de pruebas a ese volumen se realizó de esa manera,

porque el marco de pruebas esta restringido en las medidas de sus paneles, existen

perforaciones en ellos y las secciones de los paneles están adecuadas para ser ubicadas en

esa parte del marco, por esa razón la medida de profundidad de 0.665 m en el nuevo

volumen.

Figura 5. Esquema marco de pruebas volumen modificado.

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Volumen de material

Se pretresenta el cálculo del volumen de material de acuerdo con el esquema de la

Figura 4, los cálculos se encuentran en la Tabla 2, el volumen es aproximado.

Tabla 2. Volumen de material.

Marco de pruebas Volumen

Ancho 2.50 m 3.33 m³

Fondo 0.67 m

Altura 2.00 m

Tubo

Diámetro externo 0.27 m 0.02 m³

Longitud 0.34 m

Volumen Total 3.31 m³

El volumen de material a utilizar es de 3.31 m³ en la sesión del esquema de la Figura 4.

Capítulo 3

Evaluación y características físicas del suelo

Descripción de material

El material seleccionado para este trabajo se encontraba disponible en dos silos en

el laboratorio de modelos geotécnicos en condiciones de ambiente normal no expuesto a

agua, este material había sido usado en investigaciones anteriores para la modelación de

túneles y estudios de suelos blandos (Gonzáles Lombana, 2009), (Parra Vargas, 2009), El

material para realizar el montaje es proveniente de una mezcla, arena Sika-Dur 506 ver

hoja de datos del producto en Anexo A , Bentonita Argentina y Aceite Shell Omala Oils

220 ver hoja de datos Anexo B Figura 6 y Figura 7.

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Figura 6. Mezcla de materiales cantidades (Parra Vargas, 2009).

Figura 7. Material mezclado.

Caracterización de material

Para caracterizar el material se realizó los protocolos presentados en la Tabla 1,

debido a que el material estaba almacenado en dos silos fue necesario mezclarlos para

obtener un material homogéneo. Además, se contó con material sin aceite disponible con

las mismas especificaciones al cual se le realizaron ensayos, en cada norma se especifica

si se utilizó o no.

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Determinación del contenido orgánico de un suelo mediante el ensayo de pérdida

por ignición INV E – 121 – 13

Para la determinación del contenido orgánico se tomaron dos muestras con

material sin aceite (Muestra 1 y Muestra 2) y una con aceite (Muestra 3), en la Tabla 3 se

encuentra el cálculo.

Tabla 3. % de materia orgánica.

Muestra 1 Muestra 2 Muestra 3 *

(g) (g) (g)

Masa molde 38.79 39.16 39.16

Masa material +Molde 78.79 79.16 79.16

Masa material 40.00 40.00 40.00

Masa material Ignición + Molde 78.79 78.93 77.16

% de Materia orgánica 0.00 0.57 5.00

A: masa del crisol o plato de evaporación y del suelo secado al horno, antes de la

ignición.

B: masa del crisol o plato de evaporación y del suelo secado al horno, después de la

ignición.

C: masa del crisol o plato de evaporación.

Al determinar el contenido orgánico como se muestra en la tabla 3, para tres

muestras de material, la muestra 1 y muestra 2 con material seco y la muestra 3 con la

mezcla de la figura 14, según los resultados obtenidos se puede decir que los materiales

secos no cuentan con material orgánico debido a que su porcentaje es muy bajo, la

muestra 3 con un porcentaje del 5% cabe decir que no es materia orgánica si no la quema

o evaporación del aceite con que se realizó la mezcla.

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Determinación en el laboratorio del contenido de agua (humedad) de muestras de

suelo, roca y mezclas de suelo -agregado INV E – 122 – 13

Para la determinación de humedad se tomaron cuatro muestras dos muestras

(Muestra 1 y Muestra 2) con material sin aceite y dos muestras (Muestra 3 y Muestra 4)

con aceite, en la tabla 4 se tienen los cálculos.

Tabla 4. Contenido de agua (Humedad).

Unidade

s

Muestra

1

Muestra

2

Muestra

3*

Muestra

4*

Masa molde (g) 39.0 42.0 38.5 35.5

Molde +Material

húmedo

(g) 244.5 313.5 232.0 233.5

Molde + Material seco (g) 244.5 313.0 229.5 232.0

Contenido de Agua (%) 0.0 0.2 1.3 0.8

W: contenido de agua %.

W1: masa del recipiente con el espécimen húmedo.

W2: masa del recipiente con el espécimen seco.

Wc: masa del recipiente.

Con resultados obtenidos en la tabla 4, se cuenta con un material seco las

muestra1 y muestra 2 con material seco, la muestra 3 y muestra 4 con material mezclado

como se indica en la figura 14, las muestras 1 y 2 con aproximación de un 0% de

contenido de agua, indican que no cuenta con humedad, las muestras 3 y 4 tienen un

porcentaje aproximado a un 1% esto no quiere decir que tengan humedad, lo que se

puede decir y más cercano es que con la temperatura del horno el aceite tiende a

quemarse y por esta razón esos porcentajes. Resaltando que los materiales se encuentran

en óptimas condiciones de almacenamiento no expuesto al ambiente externo.

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Determinación de los tamaños de las partículas de los suelos INV E – 123 – 13

Los datos y cálculos para este ensayo se encuentran en Anexo C, en la Figura 8 se

observan las curvas de granulometría, para este ensayo se utilizó material sin aceite

debido al mantenimiento que se debe realizar a los tamices.

Figura 8. Curva de granulometría para la muestra #1 y #2.

De acuerdo con la Figura 8 que contienen las curvas de granulometría para las dos

muestras del material sin aceite, el coeficiente de uniformidad Cu es de 2 esto quiere

decir que el material no tiene diversidad de tamaños si no que es un material uniforme

con un tamaño dominante, el coeficiente de concavidad Cc es de 1, según estos dos

coeficientes no se trabajó con un material bien gradado. De acuerdo con el tamaño de las

partículas y la clasificación de Unified Soil Classification (USCS) el material que se

utilizó es una arena de tamaño medio.

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

110.00

0.0100.1001.00010.000

% Q

UE

PA

SA

D (mm)

Muestra #1

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

110.00

0.0100.1001.00010.000

% Q

UE

PA

SA

D (mm)

Muestra #2

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Determinación de la gravedad específica de las partículas sólidas de los suelos y del

llenante mineral, empleando un picnómetro con agua INV E – 128 – 13

En la Tabla 5 se encuentran los cálculos para determinar la gravedad especifica

del material, para este ensayo se utilizó material sin aceite.

Tabla 5. Gravedad específica para dos muestras.

Muestra #1

Muestra #2

Ms (g) 100

Ms (g) 100

Mpw,t (g) 655.2

Mpw,t (g) 654.6

Mpws,t (g) 719.4

Mpws,t (g) 718.5

Gt

2.79

Gt

2.77

G20°c

2.79

G20°c

2.77

Ms: masa de los sólidos del suelo secado al horno. Mpw, t: masa del picnómetro lleno de agua a la temperatura de ensayo.

Mpws, t: masa del picnómetro con agua y solidos a la temperatura de ensayo.

La gravedad específica para este material es de 2.78 en promedio de acuerdo con

los datos de la Tabla 5.

Equivalente De Arena De Suelos Y Agregados Finos INV E – 133 – 13

En la tabla 6 se encuentran los cálculos para hallar el equivalente de arena, el

material seleccionado para este ensayo fue sin aceite.

Tabla 6. Equivalente de arena.

Probeta 1 Probeta 2 Probeta 3

Lectura de arcilla mm 11.00 11.60 11.04

Lectura de arena mm 10.40 10.60 10.60

EA 94.55 91.38 96.01

EA Aproximado 95.00 91.00 96.00

Promedio EA 94

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El equivalente de arena para este este material en promedio es de 94 de acuerdo

con la Tabla 9, está confirmado que se está trabajando con una arena.

Relaciones Humedad – Peso unitario seco en los suelos (ensayo normal de

compactación) INV E – 141 – 13

Para el desarrollo de este ensayo era necesario trabajar con el material que

contiene aceite, pero no se pudo desarrollar debido a que al material se le debe aplicar

agua. Se intento realizar la mezcla del material con el agua, pero el material no compacta

o no recibe el agua, en el molde se evidencio el agua aparte del material.

Por lo tanto, únicamente se utilizó el molde de compactación para hallar una densidad

optima, en la Tabla 7 se tienen los cálculos.

Altura (cm) 11.69 11.71 11.63 11.67

Diámetro (cm) 10.14 10.15 10.15 10.14

Volumen molde cm³ 943 943 943

Muestra inicial (g) 2300 2300 2300

Peso molde (g) 4230 4230 4230

Material + molde (g) 5930 5910 5910

Material (g) 1700 1680 1680

ρd (g/cm³) 1.80 1.78 1.78

Promedio ρd (g/cm³) 1.79

Del ensayo INV E – 141 – 13 dependía la norma CBR De Suelos Compactados En El

Laboratorio Y Sobre Muestra Inalterada INV E – 148 – 13, no se pudo realizar.

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Densidad y peso unitario del suelo en el terreno por el método del balón de caucho

INV E – 162 – 13

Para tomar las densidades en situ por medio de este ensayo se diseñó un rodillo

Figura 12 para compactar el material, las densidades se tomaron en los puntos ubicados

en las Figuras 10 y 11, para compactar el material se pasó el rodillo uniformemente 50

veces por capa.

Figura 10. Espesor entre capas de material y puntos donde se tomaron las densidades para el modelo

#1.

En la Tabla 7 se tienen los cálculos para la densidad del modelo #1.

Tabla7. Densidad para modelo #1.

Modelo #1

L1 L2 LT Peso Peso Densidad

cm³ cm³ cm³ kg g g/cm³

M1 120 690 570 1.01 1010 1.77

M2 120 650 530 0.88 880 1.66

M3 80 650 570 0.88 880 1.54

M4 80 640 560 0.98 980 1.75

M5 80 600 520 0.86 860 1.65

M6 80 620 540 0.82 820 1.52

Promedio 1.65

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La densidad promedio para el modelo #1 fue de 1.65 g/cm³, comparando con la

densidad de compactación optima el porcentaje de compactación fue de 92.3%.

Figura 11. Espesor entre capas de material y puntos donde se tomaron las densidades para el modelo

#2.

En la Tabla 8 se tienen los cálculos para las densidades del modelo #2.

Tabla 8. Densidad para modelo #2.

Modelo #2

L1 L2 LT Peso Peso Densidad

cm³ cm³ cm³ kg g g/cm³

M1 130 510 380 0.66 660 1.74

M2 130 510 380 0.68 680 1.79

M3 150 580 430 0.71 710 1.65

M4 150 650 500 0.83 830 1.66

M5 180 570 390 0.68 680 1.74

M6 180 610 430 0.74 740 1.72

Promedio 1.72

La densidad promedio para el modelo #2 fue de 1.72 g/cm³, el porcentaje de

compactación fue de 96% comparándola con la densidad óptima.

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Capítulo 4

Procesos para montaje de sensores y evaluación de modelos de transferencia de

temperatura

Procesos adicionales

Pensando en el montaje necesario a realizar Figura 4, se requirió del desarrollo de

un rodillo con el objeto de compactar el material por capas uniformes de acuerdo con

cada modelo, además se diseñó y se construyó la fuente de calor.

Diseño de rodillo

El diseño del rodillo se realizó porque el material manejado es una arena y no hay

un compactador con tales características en los laboratirio de Ingenieria Civil que sirva

para compactar este tipo de material, en la Figura 12 se observa el proceso de

construcción y su diseño final.

Figura 12. Diseño de compactador (Rodillo).

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Diseño de la fuente de calor

De acuerdo con la Figura 4, es necesaria una fuente de calor, y según el trabajo de

grado Zully Johanna García Tovar (Tovar., 2019) se determina que los mejores

dispositivos para generar de manera vertical de arriba hacia abajo, es un bombillo de luz

infrarroja, en este caso se diseña una lampara constituida por bombillas de infrarrojo.

Para el diseño de la lampara como fuente de calor se tomó en consideración medir la

temperatura en superficie por unidades, inicialmente se toman dos bombillas y se mide la

temperatura en superficie en la Figura 13 se observa el montaje y en la Tabla 9 los datos

que se midieron en una hora.

Figura 13. Análisis de temperatura en superficie.

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Tabla 9. Datos de temperatura en superficie.

Tiempo Temperatura

h °C

02:33:00 p. m. 18

02:43:00 p. m. 90

02:53:00 p. m. 109.7

03:03:00 p. m. 111.5

03:13:00 p. m. 114.4

03:23:00 p. m. 117.5

03:33:00 p. m. 120.2

De acuerdo con los datos de la Tabla 9 se determina que no son suficientes dos

bombillas como fuente de calor, es necesaria una temperatura alta en superficie para que

así mismo se produzca la transferencia de temperatura en el material. Como diseño final

de fuente de calor se toma una serie de 10 bombillas ubicadas como se indica en la Figura

14.

Figura 14. Modelo de ubicación de bombillas y centrado de las mismas.

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La lampará se forra con Thermolon1 un material especial para reflejar el calor y así

concentrarlo donde se desea, este cerramiento también permite aislar la lampará del

ambiente natural. En la Figura 15 se tiene el proceso de construcción de la lampara.

Figura 15. Construcción de lampara con bombillas de infrarrojo.

La fuente de calor en este caso la lampará con bombillas de infrarrojo estará ubicada

a 0.20 m sobre la superficie del material en la Figura 16 se tiene las indicaciones de cómo

debe de ir ubicada.

1 Espuma de polietileno con foil de aluminio. Aislante tanto térmico como acústico. Usos: En oficinas,

casas, fábrica e instalaciones de aire acondicionado. En fábricas industriales en techos. En techos de

fábricas industriales controla la entrada de polvo y protege los productos contra los cambios bruscos de

temperatura.

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Figura 16. Ubicación de lampará con respecto a la superficie del material.

Reconocimiento de sistema para medir la temperatura

El sistema está compuesto por un software y un sistema de sensores, el software

permite reconocer cada una de las cajas, estas cajas están compuestas dos por cuatro

sensores y tres por tres sensores para un total de 5 cajas, en la Figura 17 se observan las

cajas interconectadas y cada uno con sus sensores.

Figura 17. Cajas y sensores.

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Para la identificación de los sensores en la Tabla 10 se tiene cada uno de ellos con

sus características, ademas el simbolo que se le asigna a cada sensor para identificarlo en

el software y en el proceso de cálculos. El software no es de difícil manejo en la Figura

18 se tienen los pasos para la configuración y medición.

Tabla 10. Sensores y sus características.

Tipo se sensor Figura Und Rangos de medida Símbolo

Sensor

independiente

ubicado en

multímetro

Sensor,

Temperatura

ambiente,

Humedad relativa

ambiente

Sensor 5TM,

Temperatura del

suelo, Humedad

del suelo

Sensor 5TE,

Temperatura del

suelo, Humedad

del suelo,

Conductividad

eléctrica del suelo

Sensor,

Temperatura

auxiliar

1Temperatura (-40 a

380 °C)TMS

4Temperatura (-40 a

210 °C)

TA(2) el

numero

depende del

modulo

3

Temperatura (-40 a

60 °C) Humedad (0

a 50%)

TS(2) el

numero

depende del

modulo

1

Temperatura (-20 a

70 °C) Humedad (0

a 95%)

TAMB

1

Temperatura (-40 a

60 °C) Humedad (0

a 50%)

Conductividad

dieléctrica (0 a 23

ds/m)

TS(4) esta

ubicado en

el modulo 4

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Figura 18. Software Multisense Datalogger.

Pantalla inicio de

Software Multisense

Datalogger

Creación de una nueva

configuración, se da el

nombre, se configuran

los módulos y se guarda.

En la configuración de

cada modulo, hay que

activar el sistema para

que lo reconozca y luego

se procede a la

configuración de los

sensores.

Después de hacer los

procesos anteriores se

guarda y se procede a la

rutina de medición.

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Esquema de ubicación de sensores #1

En la Figura 19 se tiene la ubicación de los sensores, el espesor de cada capa de

material además de medidas de ubicación de la fuente de calor, este fue el esquema #1

que se realizó en esta investigación.

Figura 19. Esquema ubicación de sensores y capas de material en modelo #1.

Proceso de construcción modelo de transferencia de temperstura #1

Para la construcción del montaje se necesitó de guías como se observa en la

Figura 20 estas fueron ubicadas en los acrílicos con el fin de tener capas de material

uniformes de acuerdo con cada modelo de transferencia térmica.

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Figura 20. Ubicación de guías o medidas para proceso de montaje de capas de material.

En el proceso de montaje del modelo en la conformacion de las capas se debe hacer

una distribucion de material y la compactación con el rodillo en la Figura 21 se tiene el

proceso.

Figura 21. Distribución de material y compactación.

En el proceso de construcción del montaje los sensores se fueron ubicando de

acuerdo al esquema presentado en la Figura 19, en la Figura 22 se observa la ubicación

de dos sensores.

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Figura 22. Ubicación de sensores en modelo #1.

Luego de tener el modelo construido se procede a su operación en la Figura 23 se

tiene el modelo montado en el marco de pruebas.

Figura 23. Finalización de construcción e iniciación de las medidas de temperatura en modelo #1.

Luego de terminar con el proceso de medición se procedió a desmontar el modelo

Figura 24 para proceder a la construcción del modelo #2. Debido a la alta temperatura

que se presenta en superficie se quema una capa de más o menos 1 cm de material.

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Figura 24. Desmontaje de modelo #1.

Esquema de ubicación de sensores #2

En la Figura 25 se observa el esquema #2 que se realizó para medir la

transferencia de temperatura a través del material, en este esquema se observa la

ubicación de los sensores, el espesor de las capas de material y las medidas de ubicación

de la fuente de calor.

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Figura 25. Esquema ubicación de sensores y capas de material en montaje #2.

Proceso de construcción modelo de transferencia de temperatura #2

Para la construcción del modelo #2 de acuerdo con el esquema presentado en la

Figura 25 hubo que hacer un relleno con material hasta la parte inferior del tubo en la

Figura 26 se observa el relleno y compactado de material.

Figura 26. Relleno y compactación del material.

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En el proceso de montaje del modelo en la conformacion de las capas se debe hacer

una distribución de material y la compactación con el rodillo en la Figura 27 se tiene el

proceso en la seccion del tubo capas de 0.088 m y sobre la sección del tubo de 0.05 m.

Figura 27. Distribución y compactación de material para el modelo #2.

En la Figura 28 se observa la ubicación de un sensor auxiliar y del sensor 5TE a

nivel de la cota batea del tubo.

Figura 28. Ubicación de sensores en el modelo #2.

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Al tener terminado el proceso de construcción se procedió a encender el sistema y a

la respectiva medida de temperaturas, en la Figura 33 se observa el montaje terminado y

en operación.

Figura 29. Inicio de operación y medición de temperatura en modelo #2.

Evaluación modelo de transferencia de temperatura #1

En la Figura 30 y 31 se analiza la variación de temperatura a través del tiempo en el

modelo #1 de transferencia de temperatura. Los datos para la Figura 30 y 31 se

encuentran en Anexo D.

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Figura 30. Tiempo contra Temperatura con sensor TMS.

Figura 31. Tiempo contra Temperatura sin sensor TMS.

152535455565758595

105115125135145155165175185195205

15:21:36 15:36:00 15:50:24 16:04:48 16:19:12 16:33:36 16:48:00 17:02:24 17:16:48

Tem

pe

ratu

ra °

C

Tiempo (h)

TAMB TS2 TA2 TS3 TA3 TS4 TA4 TS5 TA5 TMS

15.0

20.0

25.0

30.0

35.0

40.0

45.0

50.0

55.0

60.0

15:21:36 15:36:00 15:50:24 16:04:48 16:19:12 16:33:36 16:48:00 17:02:24 17:16:48

Tem

pe

ratu

ra °

C

Tiempo (h)

TAMB TS2 TA2 TS3 TA3 TS4 TA4 TS5 TA5

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El sensor TMS que está ubicado en superficie aumenta 83 °C en 90 minutos, de

acuerdo con la Figura 30 la temperatura para el sensor TA2 en la misma fracción de

tiempo solo aumenta 35 °C una gran diferencia de temperatura cuando este sensor se

encuentra a 10 cm de distancia del TMS, el sensor TS2 tiene un aumento de temperatura

de 8 °C este se encuentra a 15 cm del sensor TMS y el cuarto y último sensor que tiene

variación de temperatura es el TA3 con 2 °C en 20 cm de diferencia con respecto al

sensor TMS, los sensores TS3, TAMB, TA4, TS4, TS5 y TA5 no presentan variaciones

de temperatura.

Observando esta información se necesita de un gráfico donde se analice la

temperatura contra la profundidad para tener más claro que está pasando con la

transferencia de calor a través del material en la Figura 32 se analizará que pasa con la

temperatura a medida que aumenta la profundidad. La tabla de la figura 32 se encuentra

en Anexo E.

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Figura 32. Temperatura contra profundidad.

En la Figura 32 de temperatura contra profundidad observamos que en 90 minutos se

pierde el calor a través de la profundidad en 25 cm se pierden 83 °C regresando a la

temperatura ambiente, esto quiere decir que el material no estuvo lo suficientemente

expuesto a la fuente de calor, porque el sensor ubicado a tan solo 10 cm de la superficie

limita más exposición. Factores como la compactación del material podrían haber

afectado el sistema ya que se aumenta su densidad y hace difícil el traspaso de calor, la

0

10

20

30

40

50

60

70

80

90

100

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210

Pro

fun

did

ad (

cm)

Tempertaura (C)

03:35:00 p. m. 05:05:00 p. m. 03:50:00 p. m. 04:05:00 p. m.

04:20:00 p. m. 04:35:00 p. m. 04:50:00 p. m.

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presencia de aire en medio de las partículas podría aumentar la temperatura son objeto de

otra investigación.

Con este modelo no se pudo observar un gran cambio de temperatura a través del

material existieron variaciones sobre los 25 cm de profundidad, pero no a gran escala la

mayoría de los sensores se perdieron ya que no se obtuvieron lecturas. Dentro del tubo no

se obtuvo ninguna variación de temperatura.

Evaluación modelo de transferencia de tempertaura #2

Para el desarrollo de este modelo se tuvo en cuenta los datos y resultados del

modelo #1, es decir la capa de material sobre el tubo fue de 15 cm y los sensores se

ubicaron alrededor del mismo, en el montaje #1 los sensores estaban ubicados sobre el

tubo y debajo de tubo y la capa de material sobre el tubo fue de 25 cm.

En las Figuras 33 y 34 se tienen las medidas de tempertura de los sensores

ubicados a la parte izquierda del tubo basados en el esquema de la Figura 25 y en las

Figuras 35 y 36 los de la parte derecha. Las tablas correspondientes a estas figuras se

encuentran en Anexo F.

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Figura 33. Tiempo contra temperatura modelo #2 sensores ubicados a la izquierda del tubo con

sensor TMS.

Figura 34. Tiempo contra temperatura modelo #2 sensores ubicados a la izquierda del tubo sin sensor

TMS.

0153045607590

105120135150165180195210225

14:18:14 14:47:02 15:15:50 15:44:38 16:13:26 16:42:14 17:11:02 17:39:50 18:08:38 18:37:26

Tem

per

atu

ra (

°C)

Tiempo (h)

TA2 TS2 TAMB TA4 TS4 TMS

15.0

20.0

25.0

30.0

35.0

40.0

45.0

50.0

55.0

14:24:00 14:52:48 15:21:36 15:50:24 16:19:12 16:48:00 17:16:48 17:45:36 18:14:24 18:43:12

Tem

per

atu

ra (

°C)

Tiempo (h)

TA2 TS2 TAMB TA4 TS4

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Figura 35. Tiempo contra temperatura modelo #2 sensores ubicados a la derecha del tubo con sesor

TMS.

Figura 36. Tiempo contra temperatura modelo #2 sensores ubicados a la derecha del tubo sin sensor

TMS.

0153045607590

105120135150165180195210225

14:18:14 14:47:02 15:15:50 15:44:38 16:13:26 16:42:14 17:11:02 17:39:50 18:08:38 18:37:26

Tem

per

tau

ra (

°C)

Tiempo (h)

TS3 TA3 TAMB TS5 TA5 TMS

15.0

20.0

25.0

30.0

35.0

40.0

45.0

50.0

14:24:00 14:52:48 15:21:36 15:50:24 16:19:12 16:48:00 17:16:48 17:45:36 18:14:24 18:43:12

Tem

per

atu

ra (

°C)

Tiempo(h)

TS3 TA3 TAMB TS5 TA5

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Comparando las Figuras 33, 34, 35 y 36 unas dando la información de los sensores

ubicados a la parte izquierda y la otra de la derecha, la temperatura es mayor en la Figura

34 en el sensor TA2 comparado con el sensor de la Figura 36 el TS3 sensores dentro del

modelo ubicados en el mismo nivel y los cuales marcan el mayor rango de temperatura,

los demás sensores están dentro de 1 °C aproximadamente, podría decirse de alguna falta

de calibración, el material en ese punto quedo más compactado pero llevándolo en detalle

se tendrían que ver afectados los demás sensores lo cual no fue así. En este modelo todos

los sensores realizaron trabajo es decir tuvieron variaciones de temperatura.

En la Figura 37 y Figura 38 se analiza la temperatura contra la profundidad, en

Anexo G se encuentran los datos para las dos figuras.

Figura 37. Temperatura contra profundidad modelo #2 sensores ubicados a la izquierda del tubo.

0

4

8

12

16

20

24

28

32

36

40

44

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220

Pro

fun

did

ad (

cm)

Temperatura (°C)

0 15 30 45 60 75 90 105 120

135 150 165 180 195 210 225 240

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Figura 38. Temperatura contra profundidad modelo #2 sensores ubicados a la derecha del tubo.

Comparando la Figura 37 y Figura 38 de temperatura contra profundidad las

variaciones son mínimas de 1 °C, sacando los sensores TA2 y TS3 donde si se encuentra

una variación alta de temperatura, considerando el modelo en general el traspaso de

temperatura a través del material aumenta debido a que el material estuvo mayor tiempo

expuesto a la fuente de calor, y los sensores del segundo nivel a 5 cm más enterrados con

respecto a la superficie comparándolos con el sensor ubicado en el modelo #1 que estaba

a solo 10 cm de profundidad.

0

4

8

12

16

20

24

28

32

36

40

44

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220

Pro

fun

did

ad (

cm)

Temperatura (°C)

0 15 30 45 60 75 90 105 120

135 150 165 180 195 210 225 240

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Comentarios.

Comparando el modelo #1 con el modelo #2 modelos de tranferencia de

temperatura, el primer modelo con mayor profundidad no se obtienen resultados en

sensores desde los 25 cm hasta los 93 cm, primero dando como limitante el sensor

ubicado a tan solo 10 cm de la superficie que restringe el aumento de temperatura mayor

a 60 °C, en función de ese sensor no se puede superar esa limitante esto puede ser un

factor que afecta la trasmisión de temperatura en el material. Como el modelo #2 estuvo

mayor tiempo expuesto a la fuente de calor y los sensores ubicados a 15 cm de

profundidad se tardaron en llegar al límite de los 60 °C, permitiendo que el material se

calentara o elevara su temperatura y así obteniendo lecturas en cada uno de ellos, los

sensores ubicados a 41.1 cm de profundidad obtuvieron un grado de aumento,

comparando estos valores con el modelo #1 se demuestra que el material entre mayor

tiempo este expuesto a la fuente de calor mayor será la transferencia de temperatura.

Para esta investigación el material fue compactado con un rodillo de

aproximadamente 18.5 kg, el rodillo fue pasado 50 veces esto dando una mayor densidad

al material, esta variable puede estar influyendo en la transferencia de temperatura es

decir que a mayor densidad menor es la trasferencia de temperatura siendo todo lo

contrario cuando el material queda más suelto o con menor densidad puede que permita

un mayor paso de calor entre las partículas.

Dentro del tubo en el modelo #1 no se obtuvo variabilidad en la temperatura, pero

en el modelo #2 la temperatura aumento 5 °C, analizando la temperatura dentro del tubo

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en el modelo #2 no tuvo una variación extrema, alrededor del tubo se midieron

temperaturas altas, pero estas no afectaron la lectura dentro del tubo, se comportó

uniforme a la profundidad.

Si en futuras investigaciones se va a trabajar con este material que esta disponible

en el laboratorio (Modelacion fisica en geotecnia) en modelos de transferencia de calor lo

indicado es ubicar los sensores a mayor profundidad para que el material este expuesto el

mayor tiempo posible a la fuente de calor.

Se recomienda utilizar otros sensores que permitan límites de temperatura mayor

a 60 °C, con el fin de ser ubicados cerca de la superficie y que permitan el análisis del

material con mayor efectividad, y así poder realizar un estudio más detallado.

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Bibliografía

Calypso. (02 de Abril de 2019). Obtenido de www.orgcalypso.com/productos/espumas-

de-polietileno

Fajardo-Bedoya, E. E.-J. (2008). Tesis Guía De Procedimientos Para La Elaboración De

Modelos Físicos Del Laboratorio Geo-Lab Del Grupo De Investigación “Ciroc”.

Bogotá D.C.: Universidad De La Salle.

Gonzáles Lombana, J. -D. (2009). Tesis Construcción De Un Modelo Físico Para El

Estudio Experimental De Los Efectos En La Superficie Del Avance De Túneles

Con Una Tuneladora Tbm-Epb En Suelos Blandos. Bogotá D.C.: Universidad De

La Salle.

Invias, I. D. (2013). Normas Y Especificaciones 2013 Invias. Bogotá D.C.: Invias.

Parra Vargas, O. (2009). Tesis Procedimientos Y Diseños De Modelos Físicos Del

Laboratorio De Geolab Del Grupo De Investigación Ciroc. Bogotá D.C.:

Universidad De La Salle.

Tovar., Z. J. (2019). Informe Montajes Experimentales para la Determinación de

Propiedades Térmicas de Suelos en Laboratorio. Bogotá D.C.: Uiversidad De La

Salle.

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Anexos.

Anexo A. Hoja de datos producto Arena Sika-Dur 506

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Anexo B. Hoja de datos Aceite Shell Omala Oils 220

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Anexo C. Datos y cálculos Determinación de los tamaños de las partículas de los suelos

INV E – 123 – 13

Tabla 11. Tamaño de las partículas muestra #1.

Mu

estr

a #

1

Tamiz Diámetro Peso retenido % Retenido % Que pasa % Retenido

acumulado

# (mm) (g) (%) (%) (%)

4 4.750 0 0.00 100.00 0.00

8 2.380 0 0.00 100.00 0.00

16 1.190 1.9 0.15 99.85 0.15

30 0.590 1068.49 82.29 17.56 82.44

50 0.297 182.43 14.05 3.51 96.49

80 0.177 26.62 2.05 1.46 98.54

100 0.149 1.87 0.14 1.32 98.68

200 0.075 13.92 1.07 0.25 99.75

Fondo 3.23 0.25 0.00 100.00 1298.46

Tabla 12. Tamaño de las partículas muestra #2.

Mues

tra

# 2

Tamiz Diámetro Peso retenido % Retenido % Que pasa % Retenido

acumulado

# (mm) (g) (%) (%) (%)

4 4.750 0 0.00 100.00 0.00

8 2.380 0 0.00 100.00 0.00

16 1.190 1.75 0.13 99.87 0.13

30 0.590 1006.04 77.44 22.43 77.57

50 0.297 234.53 18.05 4.38 95.62

80 0.177 33.97 2.61 1.76 98.24

100 0.149 1.97 0.15 1.61 98.39

200 0.075 16.77 1.29 0.32 99.68

Fondo 4.15 0.32 0.00 100.00 1299.18

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Tabla 13. Coeficientes de uniformidad y concavidad.

D60 mm 0.85 0.825

D30 mm 0.65 0.65

D10 mm 0.50 0.42

Cc

1 1

Cu

2 2

Anexo D. Datos para Figura 30 y 31.

Tabla 14. Tiempo contra temperatura modelo #1.

Tiempo TAMB TS2 TA2 TS3 TA3 TS4 TA4 TS5 TA5

h °C

15:37:13 19.0 19.8 21.0 19.6 20.7 18.2 18.8 17.9 18.0

15:37:23 19.0 19.8 21.0 19.6 20.7 18.2 18.8 17.8 18.0

15:37:32 19.0 19.8 21.0 19.5 20.8 18.2 18.8 17.9 18.0

15:37:42 19.0 19.8 21.0 19.6 20.8 18.1 18.9 17.9 18.0

15:37:51 19.0 19.8 21.0 19.6 20.7 18.2 18.8 17.9 18.0

15:38:00 19.0 19.8 21.0 19.5 20.7 18.2 18.9 17.9 18.0

15:38:10 19.0 19.8 21.0 19.5 20.7 18.2 18.9 17.9 18.0

15:38:19 19.0 19.8 21.0 19.6 20.7 18.2 18.9 17.9 18.0

15:38:29 19.0 19.8 21.0 19.6 20.7 18.2 18.9 17.9 18.0

15:38:38 19.0 19.8 21.0 19.6 20.7 18.2 18.9 17.9 18.0

15:38:48 19.0 19.8 21.0 19.6 20.8 18.1 18.9 17.9 18.0

15:38:57 19.0 19.8 21.0 19.6 20.7 18.1 18.9 17.9 18.0

15:39:06 19.0 19.8 21.0 19.6 20.7 18.2 18.9 17.9 18.0

15:39:16 19.0 19.8 21.0 19.5 20.7 18.2 18.9 17.9 18.0

15:39:25 19.0 19.8 21.0 19.6 20.7 18.2 18.9 17.9 18.0

15:39:35 19.0 19.8 21.0 19.6 20.7 18.1 18.9 17.9 18.0

15:39:44 19.0 19.8 21.0 19.6 20.7 18.2 18.9 17.9 18.0

15:39:54 19.0 19.8 21.0 19.6 20.7 18.2 18.9 17.9 18.0

15:40:03 19.0 19.8 21.0 19.6 20.8 18.2 18.9 17.9 18.0

15:40:12 19.0 19.8 21.2 19.6 20.7 18.2 18.9 17.9 18.0

15:40:22 19.0 19.8 21.2 19.5 20.7 18.2 18.9 17.9 18.0

15:40:31 19.0 19.8 21.2 19.6 20.7 18.2 18.9 17.9 18.0

15:40:41 19.0 19.8 21.2 19.5 20.7 18.1 18.9 17.9 18.0

15:40:50 19.0 19.8 21.2 19.6 20.7 18.2 18.9 17.9 18.0

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15:41:00 19.0 19.8 21.2 19.6 20.7 18.2 18.9 17.9 18.0

15:41:09 19.0 19.8 21.2 19.6 20.8 18.3 18.9 17.9 18.0

15:41:19 19.0 19.9 21.2 19.6 20.8 18.2 18.9 17.9 18.0

15:41:28 19.0 19.8 21.0 19.6 20.7 18.2 18.9 17.9 18.0

15:41:37 19.0 19.8 21.0 19.5 20.7 18.2 18.9 17.9 18.0

15:41:47 19.0 19.8 21.0 19.6 20.7 18.2 18.9 17.9 18.0

15:41:56 19.0 19.8 21.2 19.6 20.8 18.2 18.9 17.9 18.0

15:42:06 19.0 19.8 21.2 19.6 20.8 18.2 18.9 17.9 18.0

15:42:15 19.0 19.8 21.2 19.6 20.8 18.2 18.9 17.9 18.0

15:42:25 19.0 19.8 21.2 19.6 20.8 18.2 18.9 17.9 18.0

15:42:34 19.0 19.9 21.2 19.6 20.8 18.1 18.9 17.9 18.0

15:42:43 19.0 19.8 21.2 19.6 20.7 18.2 18.9 17.9 18.0

15:42:53 19.0 19.9 21.3 19.5 20.7 18.2 18.9 17.9 18.0

15:43:02 19.0 19.8 21.3 19.6 20.8 18.2 18.9 17.9 18.0

15:43:12 19.0 19.8 21.3 19.6 20.8 18.2 18.9 17.9 18.0

15:43:21 19.0 19.8 21.2 19.6 20.7 18.2 18.9 17.9 18.0

15:43:31 19.0 19.8 21.3 19.5 20.8 18.2 18.9 17.9 18.0

15:43:40 19.0 19.9 21.3 19.5 20.7 18.2 18.9 17.9 18.0

15:43:49 19.0 19.8 21.3 19.5 20.7 18.2 18.9 17.9 18.0

15:43:59 19.0 19.8 21.3 19.6 20.7 18.2 18.9 17.9 18.0

15:44:08 19.0 19.8 21.4 19.5 20.7 18.2 18.9 17.9 18.0

15:44:18 19.0 19.8 21.4 19.6 20.7 18.2 18.9 17.9 18.0

15:44:27 19.0 19.8 21.4 19.6 20.7 18.2 18.9 17.9 18.0

15:44:37 19.0 19.9 21.4 19.6 20.7 18.2 18.9 17.9 18.0

15:44:46 19.0 19.9 21.4 19.6 20.7 18.3 18.9 17.9 18.0

15:44:56 19.0 19.8 21.4 19.5 20.8 18.2 18.9 17.9 18.0

15:45:05 19.0 19.9 21.5 19.5 20.7 18.1 18.9 17.9 18.0

15:45:14 19.0 19.8 21.5 19.5 20.8 18.2 18.9 17.9 18.0

15:45:24 19.0 19.8 21.5 19.5 20.7 18.2 18.9 17.9 18.0

15:45:33 19.0 19.8 21.5 19.5 20.7 18.2 18.9 17.9 18.0

15:45:43 19.0 19.8 21.7 19.5 20.8 18.2 18.9 17.9 18.0

15:45:52 19.0 19.8 21.7 19.5 20.7 18.2 18.9 17.9 18.0

15:46:02 19.0 19.8 21.7 19.5 20.7 18.1 18.9 17.9 18.0

15:46:11 19.0 19.8 21.7 19.5 20.8 18.2 18.9 17.9 18.0

15:46:20 19.0 19.9 21.8 19.6 20.7 18.2 18.9 17.9 18.0

15:46:30 19.0 19.8 21.8 19.6 20.8 18.3 18.9 17.9 18.0

15:46:39 19.0 19.8 21.8 19.5 20.8 18.2 18.9 17.9 18.0

15:46:49 19.0 19.8 21.8 19.6 20.8 18.3 18.9 17.9 18.0

15:46:58 19.0 19.9 21.9 19.6 20.7 18.2 18.9 17.9 18.0

15:47:08 19.0 19.8 21.8 19.6 20.8 18.2 18.9 17.9 18.0

15:47:17 19.0 19.8 21.9 19.6 20.7 18.2 18.9 17.9 18.0

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15:47:26 19.0 19.8 22.1 19.6 20.8 18.2 18.9 17.9 18.0

15:47:36 19.0 19.9 22.1 19.6 20.7 18.2 18.9 17.9 18.0

15:47:45 19.0 19.8 22.1 19.5 20.8 18.2 18.9 17.9 18.0

15:47:55 19.0 19.8 22.2 19.6 20.7 18.2 18.9 17.9 18.0

15:48:04 19.0 19.8 22.2 19.6 20.7 18.3 18.9 17.9 18.0

15:48:14 19.0 19.8 22.2 19.5 20.7 18.2 18.9 17.9 18.0

15:48:23 19.0 19.8 22.3 19.6 20.7 18.2 18.9 17.9 18.0

15:48:32 19.0 19.8 22.2 19.6 20.7 18.2 18.9 17.9 18.0

15:48:42 19.0 19.8 22.3 19.5 20.7 18.3 18.9 17.9 18.0

15:48:51 19.0 19.9 22.4 19.6 20.8 18.2 18.9 17.9 18.0

15:49:01 19.0 19.9 22.4 19.5 20.8 18.1 18.9 17.9 18.0

15:49:10 19.0 19.8 22.4 19.6 20.8 18.2 18.9 17.9 18.0

15:49:20 19.0 19.8 22.6 19.5 20.8 18.3 18.9 17.9 18.0

15:49:29 19.0 19.9 22.6 19.5 20.8 18.2 18.9 17.9 18.0

15:49:38 19.0 19.8 22.7 19.6 20.8 18.2 18.9 17.9 18.0

15:49:48 19.0 19.8 22.7 19.5 20.8 18.2 18.9 17.9 18.0

15:49:57 19.0 19.9 22.7 19.5 20.8 18.2 18.9 17.9 18.0

15:50:07 19.0 19.9 22.8 19.5 20.8 18.2 18.9 17.9 18.0

15:50:16 19.0 19.8 22.8 19.5 20.7 18.2 18.9 17.9 18.0

15:50:26 19.0 19.8 22.9 19.5 20.7 18.2 18.9 17.9 18.0

15:50:35 19.0 19.9 22.9 19.6 20.8 18.2 18.9 17.9 18.0

15:50:45 19.0 19.9 23.1 19.5 20.7 18.2 18.9 17.9 18.0

15:50:54 19.0 19.8 23.1 19.5 20.7 18.2 18.9 17.9 18.0

15:51:03 19.0 19.8 23.2 19.5 20.8 18.2 18.9 17.9 18.0

15:51:13 18.9 19.8 23.2 19.5 20.8 18.2 18.9 17.9 18.0

15:51:22 19.0 19.9 23.2 19.5 20.8 18.2 18.9 17.9 18.0

15:51:32 19.0 19.8 23.3 19.5 20.8 18.2 18.9 17.9 18.0

15:51:41 19.0 19.8 23.3 19.6 20.8 18.2 18.9 17.9 18.0

15:51:51 19.0 19.8 23.4 19.5 20.8 18.2 18.9 17.9 18.0

15:52:00 19.0 19.8 23.4 19.5 20.8 18.3 18.9 17.9 18.0

15:52:09 19.0 19.8 23.4 19.5 20.7 18.2 18.9 17.9 18.0

15:52:19 19.0 19.8 23.6 19.5 20.8 18.2 18.9 17.9 18.0

15:52:28 19.0 19.9 23.7 19.5 20.8 18.3 18.9 17.9 18.0

15:52:38 19.0 19.9 23.7 19.6 20.8 18.3 18.9 17.9 18.0

15:52:47 19.0 19.8 23.7 19.5 20.8 18.2 18.9 17.9 18.0

15:52:57 19.0 19.9 23.8 19.5 20.8 18.2 18.9 17.9 18.0

15:53:06 19.0 19.9 23.9 19.6 20.8 18.3 18.9 17.9 18.0

15:53:15 19.0 19.9 24.1 19.6 20.8 18.2 18.9 17.9 18.0

15:53:25 19.0 19.9 24.1 19.5 20.7 18.2 18.9 17.9 18.0

15:53:34 19.0 19.8 24.2 19.5 20.7 18.2 18.9 17.9 18.0

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15:53:44 19.0 19.8 24.2 19.6 20.8 18.3 18.9 17.9 18.0

15:53:53 19.0 19.9 24.3 19.5 20.8 18.2 18.9 17.9 18.0

15:54:03 19.0 19.9 24.3 19.5 20.8 18.2 18.9 17.9 17.9

15:54:12 19.0 19.9 24.3 19.6 20.8 18.2 18.9 17.9 17.9

15:54:22 18.9 19.9 24.4 19.6 20.8 18.2 18.9 17.9 17.9

15:54:31 19.0 19.9 24.6 19.5 20.8 18.3 18.9 17.9 18.0

15:54:40 19.0 19.9 24.7 19.5 20.8 18.2 18.9 17.9 17.9

15:54:50 19.0 19.8 24.7 19.5 20.8 18.2 18.9 17.9 18.0

15:54:59 19.0 19.9 24.8 19.5 20.8 18.3 18.9 17.9 17.9

15:55:09 18.9 19.9 24.8 19.5 20.8 18.2 18.9 17.9 17.9

15:55:18 18.9 19.8 24.9 19.5 20.8 18.3 18.9 17.9 17.9

15:55:28 19.0 19.9 25.1 19.5 20.8 18.2 18.9 17.9 18.0

15:55:37 19.0 19.9 25.1 19.5 20.8 18.2 18.9 17.9 17.9

15:55:46 18.9 19.9 25.2 19.5 20.8 18.2 18.9 17.9 17.9

15:55:56 19.0 19.9 25.2 19.5 20.7 18.3 18.9 17.9 17.9

15:56:05 19.0 19.9 25.3 19.5 20.8 18.3 18.9 17.9 17.9

15:56:15 19.0 19.9 25.5 19.6 20.8 18.2 18.9 17.9 17.9

15:56:24 19.0 19.9 25.5 19.5 20.8 18.2 18.9 17.9 17.9

15:56:34 18.9 19.9 25.6 19.5 20.8 18.2 18.9 17.9 17.9

15:56:43 19.0 19.9 25.6 19.5 20.7 18.3 18.9 17.9 17.9

15:56:53 18.9 19.9 25.7 19.5 20.8 18.3 18.9 17.9 17.9

15:57:02 18.9 19.9 25.8 19.5 20.8 18.2 18.9 17.9 17.9

15:57:11 19.0 19.9 25.8 19.5 20.8 18.2 18.9 17.9 17.9

15:57:21 18.9 19.9 26.0 19.5 20.8 18.2 18.9 17.9 17.9

15:57:30 18.9 19.9 26.1 19.5 20.8 18.3 18.8 17.9 17.9

15:57:40 18.9 19.9 26.1 19.5 20.8 18.2 18.9 17.9 17.9

15:57:49 19.0 19.9 26.1 19.5 20.8 18.2 18.9 17.9 17.9

15:57:59 19.0 19.9 26.3 19.5 20.8 18.2 18.9 17.9 17.9

15:58:08 19.0 19.9 26.3 19.5 20.8 18.3 18.9 17.9 17.9

15:58:17 18.9 19.9 26.3 19.5 20.8 18.3 18.9 17.9 17.9

15:58:27 19.0 19.9 26.5 19.6 20.8 18.3 18.9 17.9 17.9

15:58:36 19.0 19.9 26.6 19.5 20.8 18.3 18.9 17.9 17.9

15:58:46 18.9 19.9 26.7 19.6 20.8 18.3 18.9 17.9 17.9

15:58:55 19.0 19.9 26.7 19.5 20.8 18.2 18.9 17.9 17.9

15:59:05 18.9 19.9 26.8 19.6 20.8 18.2 18.9 17.9 17.9

15:59:14 19.0 19.9 27.0 19.5 20.8 18.3 18.9 17.9 17.9

15:59:24 18.9 19.9 27.0 19.5 20.8 18.2 18.8 17.9 17.9

15:59:33 19.0 19.9 27.1 19.5 20.8 18.3 18.9 17.9 17.9

15:59:42 19.0 19.9 27.2 19.5 20.8 18.2 18.9 17.9 17.9

15:59:52 18.9 19.9 27.3 19.5 20.8 18.2 18.9 17.9 17.9

16:00:01 19.0 19.9 27.3 19.5 20.8 18.3 18.9 17.9 17.9

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16:00:11 18.9 19.9 27.5 19.5 20.8 18.3 18.9 17.9 17.9

16:00:20 19.0 19.9 27.6 19.5 20.8 18.2 18.9 17.9 17.9

16:00:30 18.9 19.9 27.6 19.5 20.8 18.2 18.9 17.9 17.9

16:00:39 18.9 19.9 27.7 19.5 20.8 18.2 18.9 17.9 17.9

16:00:48 18.9 20.0 27.8 19.5 20.8 18.2 18.9 17.9 17.9

16:00:58 18.9 20.0 27.8 19.5 20.8 18.2 18.9 17.9 17.9

16:01:07 18.9 19.9 28.0 19.5 20.8 18.2 18.9 17.9 17.9

16:01:17 18.9 20.0 28.1 19.6 20.8 18.2 18.9 17.9 17.9

16:01:26 18.9 20.0 28.2 19.5 20.8 18.2 18.9 17.9 18.0

16:01:36 18.9 20.0 28.2 19.5 20.8 18.2 18.9 17.9 17.9

16:01:45 18.9 20.0 28.4 19.6 20.8 18.2 18.8 17.9 17.9

16:01:55 18.9 20.0 28.5 19.6 20.8 18.3 18.9 17.9 17.9

16:02:04 18.9 20.0 28.5 19.6 20.7 18.2 18.8 17.9 18.0

16:02:13 19.0 20.0 28.6 19.5 20.8 18.3 18.9 17.9 18.0

16:02:23 18.9 20.0 28.7 19.5 20.8 18.3 18.8 17.9 17.9

16:02:32 19.0 20.0 28.9 19.5 20.8 18.2 18.9 17.9 18.0

16:02:42 18.9 20.0 28.9 19.5 20.8 18.2 18.9 17.9 17.9

16:02:51 18.9 20.0 29.0 19.5 20.8 18.3 18.9 17.9 17.9

16:03:01 18.9 20.0 29.1 19.5 20.8 18.2 18.9 17.9 18.0

16:03:10 18.9 20.1 29.2 19.6 20.8 18.3 18.9 17.9 17.9

16:03:19 18.9 20.0 29.2 19.5 20.8 18.2 18.9 17.9 17.9

16:03:29 18.9 20.1 29.4 19.5 20.8 18.2 18.8 17.9 17.9

16:03:38 18.9 20.0 29.5 19.5 20.8 18.2 18.9 17.9 17.9

16:03:48 19.0 20.1 29.5 19.5 20.8 18.3 18.9 17.9 18.0

16:03:57 18.9 20.1 29.6 19.5 20.7 18.2 18.8 17.9 18.0

16:04:07 18.9 20.1 29.7 19.5 20.8 18.2 18.9 17.9 17.9

16:04:16 18.9 20.1 29.9 19.5 20.8 18.3 18.8 17.9 18.0

16:04:26 19.0 20.1 29.9 19.5 20.7 18.3 18.8 17.9 18.0

16:04:35 18.9 20.1 30.0 19.5 20.7 18.2 18.9 17.9 18.0

16:04:44 18.9 20.1 30.1 19.5 20.7 18.2 18.8 17.9 18.0

16:04:54 18.9 20.1 30.1 19.5 20.7 18.2 18.9 17.9 18.0

16:05:03 18.9 20.1 30.2 19.5 20.7 18.3 18.8 17.9 18.0

16:05:13 18.9 20.1 30.4 19.5 20.8 18.2 18.8 17.9 18.0

16:05:22 18.9 20.1 30.5 19.5 20.8 18.3 18.9 17.9 18.0

16:05:32 18.9 20.1 30.5 19.5 20.8 18.2 18.8 17.9 17.9

16:05:41 18.9 20.1 30.6 19.5 20.8 18.3 18.8 17.9 18.0

16:05:50 18.9 20.1 30.7 19.5 20.8 18.2 18.8 17.9 18.0

16:06:00 18.9 20.1 30.9 19.6 20.7 18.3 18.9 17.9 18.0

16:06:09 18.9 20.1 30.9 19.5 20.8 18.2 18.9 17.9 18.0

16:06:19 18.9 20.2 31.0 19.6 20.7 18.3 18.8 17.9 18.0

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16:06:28 18.9 20.2 31.1 19.5 20.7 18.2 18.8 17.9 18.0

16:06:38 18.9 20.2 31.2 19.5 20.8 18.3 18.8 17.9 18.0

16:06:47 18.9 20.2 31.2 19.5 20.7 18.3 18.8 17.9 18.0

16:06:56 18.9 20.2 31.4 19.6 20.7 18.3 18.8 17.9 18.0

16:07:06 18.9 20.2 31.5 19.5 20.7 18.2 18.8 17.9 18.0

16:07:15 18.9 20.2 31.6 19.5 20.7 18.3 18.8 17.9 18.0

16:07:25 18.9 20.2 31.6 19.6 20.8 18.3 18.8 17.9 18.0

16:07:34 18.9 20.2 31.8 19.5 20.7 18.3 18.8 17.9 18.0

16:07:44 18.9 20.2 31.9 19.5 20.8 18.2 18.8 17.9 18.0

16:07:53 18.9 20.2 32.0 19.5 20.7 18.3 18.8 17.9 18.0

16:08:03 18.9 20.3 32.0 19.5 20.7 18.3 18.8 17.9 18.0

16:08:12 18.9 20.3 32.1 19.5 20.7 18.3 18.8 17.9 18.0

16:08:21 18.9 20.3 32.3 19.5 20.7 18.2 18.8 17.9 18.0

16:08:31 18.9 20.3 32.4 19.5 20.7 18.2 18.8 17.9 18.0

16:08:40 18.9 20.3 32.4 19.5 20.7 18.3 18.8 17.9 18.0

16:08:50 18.9 20.3 32.5 19.5 20.8 18.3 18.8 17.9 18.0

16:08:59 18.9 20.3 32.6 19.5 20.7 18.2 18.8 17.9 18.0

16:09:09 18.9 20.3 32.8 19.5 20.7 18.2 18.8 17.9 18.0

16:09:18 18.9 20.3 32.8 19.5 20.7 18.3 18.8 17.9 18.0

16:09:27 18.9 20.3 32.9 19.5 20.8 18.3 18.8 17.9 18.0

16:09:37 18.9 20.3 33.0 19.5 20.7 18.2 18.8 17.9 18.0

16:09:46 18.9 20.3 33.1 19.5 20.9 18.3 18.8 17.9 18.0

16:09:56 18.9 20.3 33.3 19.5 20.7 18.3 18.8 17.9 18.0

16:10:05 18.9 20.3 33.3 19.5 20.8 18.3 18.8 17.9 18.0

16:10:15 18.9 20.3 33.4 19.5 20.8 18.3 18.8 17.9 18.0

16:10:24 18.9 20.4 33.5 19.5 20.8 18.2 18.8 17.9 18.0

16:10:34 18.9 20.4 33.6 19.5 20.7 18.3 18.8 17.9 18.0

16:10:43 18.9 20.4 33.6 19.6 20.8 18.3 18.8 17.9 18.0

16:10:52 18.9 20.4 33.8 19.5 20.8 18.3 18.8 17.9 18.0

16:11:02 18.9 20.4 33.9 19.5 20.7 18.3 18.8 17.9 18.0

16:11:11 18.9 20.4 34.0 19.5 20.8 18.3 18.8 17.9 18.0

16:11:21 18.9 20.5 34.0 19.5 20.8 18.3 18.8 17.9 18.0

16:11:30 18.9 20.5 34.1 19.4 20.8 18.2 18.8 17.9 18.0

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16:48:48 18.9 25.7 52.8 19.8 21.9 18.3 18.9 18.0 18.1

16:48:58 18.9 25.7 52.8 19.9 21.9 18.3 18.9 18.0 18.1

16:49:07 18.9 25.7 52.9 19.9 21.9 18.4 18.9 18.0 18.1

16:49:17 18.9 25.8 52.9 19.8 22.1 18.4 18.9 18.0 18.1

16:49:26 18.9 25.8 53.0 19.9 21.9 18.3 18.9 18.0 18.1

16:49:36 18.9 25.8 53.0 19.9 21.9 18.3 18.9 18.0 18.1

16:49:45 18.9 25.8 53.0 19.9 22.1 18.3 18.9 18.0 18.1

16:49:55 18.9 25.9 53.2 19.9 22.1 18.3 18.9 18.0 18.1

16:50:04 18.9 25.9 53.2 19.9 22.1 18.3 18.9 18.0 18.1

16:50:13 18.9 25.9 53.3 19.9 22.1 18.4 18.9 18.0 18.1

16:50:23 18.9 26.0 53.3 19.9 21.9 18.4 18.9 18.0 18.1

16:50:32 18.9 26.0 53.4 19.9 21.9 18.3 18.9 18.0 18.1

16:50:42 18.9 26.0 53.4 19.9 22.1 18.4 18.9 18.0 18.1

16:50:51 18.9 26.1 53.6 19.9 22.1 18.4 18.9 18.0 18.1

16:51:01 18.9 26.1 53.6 19.9 22.1 18.4 18.9 18.0 18.1

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16:51:10 18.9 26.1 53.6 20.0 22.2 18.3 18.9 18.0 18.1

16:51:20 18.9 26.2 53.7 19.9 22.1 18.4 18.9 18.0 18.1

16:51:29 18.9 26.3 53.7 19.9 22.1 18.3 18.9 18.0 18.1

16:51:38 18.9 26.3 53.8 19.9 22.2 18.4 18.9 18.0 18.1

16:51:48 18.9 26.3 53.8 20.0 22.2 18.4 18.9 18.0 18.1

16:51:57 18.9 26.3 53.9 19.9 22.2 18.3 18.9 18.0 18.1

16:52:07 18.9 26.4 53.9 19.9 22.2 18.4 18.9 18.0 18.1

16:52:16 18.9 26.4 53.9 20.0 22.1 18.3 18.9 18.0 18.1

16:52:26 18.9 26.5 54.1 20.0 22.2 18.4 18.9 18.0 18.1

16:52:35 18.9 26.5 54.1 19.9 22.3 18.3 18.9 18.0 18.1

16:52:45 18.9 26.5 54.2 19.9 22.2 18.4 18.9 18.0 18.1

16:52:54 18.9 26.5 54.2 19.9 22.2 18.4 18.9 18.0 18.1

16:53:03 18.9 26.5 54.3 19.9 22.2 18.3 18.9 18.0 18.1

16:53:13 18.9 26.6 54.3 20.0 22.2 18.3 18.9 18.0 18.1

16:53:22 18.9 26.6 54.3 20.0 22.2 18.4 18.9 18.0 18.1

16:53:32 18.9 26.7 54.4 19.9 22.3 18.4 18.9 18.0 18.1

16:53:41 18.9 26.7 54.4 19.9 22.3 18.5 18.9 18.0 18.1

16:53:51 18.9 26.7 54.6 20.0 22.3 18.4 18.9 18.0 18.1

16:54:00 18.9 26.7 54.6 20.0 22.3 18.4 18.9 18.0 18.1

16:54:10 18.9 26.8 54.7 20.0 22.2 18.4 18.9 18.0 18.1

16:54:19 18.9 26.8 54.7 20.0 22.3 18.3 18.9 18.0 18.1

16:54:28 18.9 26.9 54.7 20.0 22.3 18.3 18.9 18.0 18.1

16:54:38 18.9 26.9 54.8 20.0 22.3 18.2 18.9 18.0 18.1

16:54:47 18.9 26.9 54.8 20.0 22.4 18.3 18.9 18.0 18.1

16:54:57 18.9 26.9 54.9 20.0 22.3 18.3 18.9 18.0 18.1

16:55:06 18.9 26.9 54.9 20.0 22.4 18.3 18.9 18.0 18.1

16:55:16 18.9 27.0 54.9 20.0 22.4 18.3 18.9 18.0 18.1

16:55:25 18.9 27.0 55.1 20.0 22.4 18.4 18.9 18.0 18.1

16:55:35 18.9 27.1 55.1 20.0 22.4 18.3 18.9 18.0 18.1

16:55:44 18.9 27.1 55.1 20.0 22.4 18.4 18.9 18.0 18.1

16:55:53 18.9 27.1 55.2 20.1 22.3 18.4 18.9 18.0 18.1

16:56:03 18.9 27.2 55.2 20.0 22.4 18.3 18.9 18.0 18.1

16:56:12 18.9 27.2 55.3 20.1 22.4 18.3 18.9 18.0 18.1

16:56:22 18.9 27.2 55.3 20.0 22.4 18.4 18.9 18.0 18.1

16:56:31 18.9 27.3 55.4 20.1 22.4 18.3 18.9 18.1 18.1

16:56:41 18.9 27.3 55.4 20.1 22.4 18.4 18.9 18.0 18.1

16:56:50 18.9 27.3 55.4 20.1 22.4 18.3 18.9 18.0 18.1

16:57:00 18.9 27.3 55.6 20.1 22.6 18.4 18.9 18.0 18.1

16:57:09 18.9 27.4 55.6 20.1 22.6 18.4 18.9 18.0 18.1

16:57:18 18.9 27.4 55.6 20.1 22.6 18.4 18.9 18.0 18.1

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16:57:47 18.9 27.5 55.8 20.1 22.7 18.4 18.9 18.1 18.1

16:57:56 18.9 27.5 55.8 20.2 22.6 18.4 18.9 18.0 18.1

16:58:06 18.9 27.6 55.8 20.1 22.7 18.4 18.9 18.0 18.1

16:58:15 18.9 27.6 55.9 20.1 22.6 18.4 18.9 18.1 18.1

16:58:25 18.9 27.6 55.9 20.1 22.7 18.4 18.9 18.0 18.1

16:58:34 18.9 27.7 55.9 20.1 22.6 18.3 18.9 18.0 18.1

16:58:43 18.9 27.7 56.1 20.1 22.7 18.4 18.9 18.0 18.1

16:58:53 18.9 27.7 56.1 20.1 22.7 18.3 18.9 18.0 18.0

16:59:02 18.9 27.8 56.2 20.2 22.6 18.4 18.9 18.1 18.0

16:59:12 18.9 27.8 56.2 20.1 22.7 18.4 18.9 18.1 18.0

16:59:21 18.9 27.8 56.2 20.1 22.7 18.3 18.9 18.0 18.0

16:59:31 18.9 27.9 56.3 20.2 22.7 18.4 18.9 18.0 18.1

16:59:40 18.9 27.9 56.3 20.2 22.7 18.4 18.9 18.1 18.1

16:59:50 18.9 27.9 56.3 20.2 22.7 18.4 18.9 18.0 18.1

16:59:59 18.9 28.0 56.4 20.1 22.7 18.3 18.9 18.1 18.0

17:00:08 18.9 28.0 56.4 20.2 22.8 18.4 18.9 18.1 18.0

17:00:18 18.9 28.0 56.4 20.3 22.8 18.4 18.9 18.1 18.1

17:00:27 18.9 28.1 56.6 20.2 22.8 18.4 18.9 18.1 18.0

17:00:37 18.9 28.2 56.6 20.3 22.8 18.3 18.9 18.0 18.0

17:00:46 18.9 28.2 56.7 20.2 22.8 18.4 18.9 18.1 18.0

17:00:56 18.9 28.2 56.7 20.2 22.8 18.3 18.9 18.1 18.1

17:01:05 18.9 28.3 56.7 20.2 22.9 18.4 18.9 18.0 18.1

17:01:15 18.9 28.3 56.8 20.2 22.9 18.4 18.9 18.0 18.0

17:01:24 18.9 28.3 56.8 20.2 22.9 18.4 18.9 18.1 18.0

17:01:33 18.9 28.4 56.8 20.3 22.8 18.3 18.9 18.1 18.1

17:01:43 18.9 28.4 57.0 20.3 22.8 18.4 18.9 18.1 18.0

17:01:52 18.9 28.4 57.0 20.2 22.9 18.3 18.9 18.1 18.0

17:02:02 18.9 28.5 57.0 20.3 22.9 18.4 18.9 18.0 18.0

17:02:11 18.9 28.5 57.1 20.3 22.9 18.4 18.9 18.1 18.0

17:02:21 18.9 28.5 57.1 20.3 22.9 18.3 18.9 18.1 18.0

17:02:30 18.9 28.6 57.1 20.3 22.9 18.4 18.9 18.1 18.0

17:02:40 18.9 28.6 57.2 20.4 23.1 18.4 18.9 18.1 18.0

17:02:49 18.9 28.6 57.2 20.3 22.9 18.3 18.9 18.1 18.0

17:02:58 18.9 28.7 57.3 20.3 22.9 18.4 18.9 18.1 18.0

17:03:08 18.9 28.7 57.3 20.3 22.9 18.3 18.9 18.1 18.0

17:03:17 18.9 28.7 57.3 20.4 23.1 18.4 18.9 18.1 18.0

17:03:27 18.9 28.8 57.5 20.3 23.1 18.4 18.9 18.1 18.0

17:03:36 18.9 28.8 57.5 20.3 23.1 18.4 18.9 18.1 18.0

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17:04:14 18.9 28.9 57.6 20.4 23.1 18.3 18.9 18.1 18.0

17:04:23 18.9 29.0 57.7 20.4 23.1 18.4 18.9 18.1 18.0

17:04:33 18.9 29.0 57.7 20.4 23.1 18.3 18.9 18.1 18.0

17:04:42 18.9 29.0 57.7 20.4 23.2 18.3 18.9 18.1 18.0

17:04:52 18.9 29.0 57.8 20.4 23.2 18.3 18.9 18.1 18.0

17:05:01 18.9 29.1 57.8 20.4 23.2 18.3 18.9 18.1 18.0

17:05:11 18.9 29.1 57.8 20.4 23.1 18.4 18.9 18.1 18.0

17:05:20 18.9 29.2 58.0 20.4 23.2 18.5 18.9 18.1 18.0

17:05:30 18.9 29.2 58.0 20.4 23.2 18.4 18.9 18.1 18.0

17:05:39 18.9 29.2 58.0 20.4 23.2 18.4 18.9 18.1 18.0

17:05:49 18.9 29.2 58.1 20.4 23.2 18.3 18.9 18.1 18.0

17:05:58 18.9 29.3 58.1 20.4 23.2 18.4 18.9 18.1 18.0

17:06:07 18.9 29.3 58.1 20.4 23.3 18.4 18.9 18.1 18.0

Anexo E. Datos para figura 32.

Tabla 15. Datos de temperatura contra profundidad.

Profundidad Sensor

03:3

5:0

0 p

. m

.

03:5

0:0

0 p

. m

.

04:0

5:0

0 p

. m

.

04:2

0:0

0 p

. m

.

04:3

5:0

0 p

. m

.

04:5

0:0

0 p

. m

.

05:0

5:0

0 p

. m

.

cm

°C

0 TVS 21 131 160 176 187 196 204

10 TA2 21 22 26 35 43 50 56

15 TS2 20 20 20 21 22 25 28

20 TA3 21 21 21 21 21 22 23

25 TS3 20 20 20 20 20 20 20

51.5 TAMB 19 19 19 19 19 19 19

78 TA4 19 19 19 19 19 19 19

83 TS4 18 18 18 18 18 18 18

88 TS5 18 18 18 18 18 18 18

93 TA5 18 18 18 18 18 18 18

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Anexo F. Datos para las Figuras 33, 34, 35 y 36.

Tabla 16. Tiempo contra temperatura modelo #2.

Zona izquierda Zona derecha

Tiempo (s) TA2 TS2 TAMB TA4 TS4 Tiempo [s] TS3 TA3 TAMB TS5 TA5

14:19:02 19.3 18.2 18.0 18.4 18.1 14:19:02 17.8 19.2 18.0 18.0 18.5

14:19:12 19.4 18.1 18.0 18.4 18.2 14:19:12 17.8 19.2 18.0 18.0 18.4

14:19:21 19.3 18.2 18.0 18.4 18.2 14:19:21 17.8 19.2 18.0 18.0 18.4

14:19:31 19.4 18.2 18.0 18.4 18.1 14:19:31 17.8 19.2 18.0 18.0 18.5

14:19:40 19.4 18.2 18.0 18.4 18.1 14:19:40 17.9 19.2 18.0 18.0 18.4

14:19:50 19.4 18.2 18.0 18.4 18.2 14:19:50 17.8 19.2 18.0 18.0 18.5

14:19:59 19.4 18.2 18.0 18.4 18.3 14:19:59 17.8 19.2 18.0 18.0 18.5

14:20:08 19.4 18.2 18.0 18.4 18.1 14:20:08 17.8 19.2 18.0 18.0 18.5

14:20:18 19.4 18.1 18.0 18.4 18.2 14:20:18 17.8 19.2 18.0 18.0 18.5

14:20:27 19.4 18.2 18.0 18.4 18.2 14:20:27 17.8 19.2 18.0 18.0 18.5

14:20:37 19.4 18.2 18.0 18.4 18.2 14:20:37 17.9 19.2 18.0 18.0 18.5

14:20:46 19.4 18.2 18.0 18.4 18.2 14:20:46 17.9 19.2 18.0 18.0 18.5

14:20:56 19.4 18.2 18.0 18.4 18.2 14:20:56 17.8 19.2 18.0 18.0 18.4

14:21:05 19.4 18.1 18.0 18.4 18.2 14:21:05 17.8 19.2 18.0 18.0 18.5

14:21:15 19.4 18.2 18.0 18.4 18.1 14:21:15 17.9 19.2 18.0 18.0 18.4

14:21:24 19.4 18.2 18.0 18.4 18.1 14:21:24 17.8 19.2 18.0 18.0 18.5

14:21:33 19.4 18.2 18.0 18.4 18.1 14:21:33 17.8 19.3 18.0 18.0 18.5

14:21:43 19.4 18.2 18.0 18.4 18.2 14:21:43 17.8 19.3 18.0 18.0 18.4

14:21:52 19.4 18.2 18.0 18.4 18.2 14:21:52 17.8 19.2 18.0 18.0 18.5

14:22:02 19.4 18.2 18.0 18.4 18.2 14:22:02 17.8 19.2 18.0 18.0 18.3

14:22:11 19.4 18.2 18.0 18.4 18.2 14:22:11 17.8 19.2 18.0 18.0 18.5

14:22:21 19.4 18.2 18.0 18.4 18.1 14:22:21 17.8 19.2 18.0 18.0 18.5

14:22:30 19.4 18.2 18.0 18.4 18.2 14:22:30 17.9 19.2 18.0 18.0 18.5

14:22:40 19.4 18.2 18.0 18.4 18.2 14:22:40 17.8 19.2 18.0 18.0 18.5

14:22:49 19.4 18.2 18.0 18.4 18.2 14:22:49 17.8 19.2 18.0 18.0 18.5

14:22:58 19.4 18.2 18.0 18.4 18.1 14:22:58 17.8 19.2 18.0 18.0 18.5

14:23:08 19.4 18.2 18.0 18.4 18.3 14:23:08 17.8 19.2 18.0 18.0 18.5

14:23:17 19.4 18.2 18.0 18.4 18.2 14:23:17 17.8 19.2 18.0 18.0 18.4

14:23:27 19.4 18.2 18.0 18.4 18.2 14:23:27 17.8 19.2 18.0 18.0 18.4

14:23:36 19.3 18.2 18.0 18.4 18.2 14:23:36 17.8 19.2 18.0 18.0 18.4

14:23:46 19.4 18.2 18.0 18.4 18.2 14:23:46 17.8 19.2 18.0 18.0 18.4

14:23:55 19.4 18.2 18.0 18.4 18.3 14:23:55 17.9 19.2 18.0 18.0 18.5

14:24:04 19.3 18.2 18.0 18.4 18.2 14:24:04 17.8 19.2 18.0 18.0 18.4

14:24:14 19.4 18.2 18.0 18.4 18.1 14:24:14 17.9 19.2 18.0 18.0 18.5

14:24:23 19.4 18.2 18.0 18.4 18.2 14:24:23 17.9 19.2 18.0 18.0 18.5

14:24:33 19.4 18.2 18.0 18.4 18.2 14:24:33 17.8 19.2 18.0 18.0 18.4

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14:24:52 19.4 18.2 18.0 18.4 18.1 14:24:52 17.8 19.2 18.0 18.0 18.5

14:25:01 19.4 18.2 18.0 18.4 18.1 14:25:01 17.8 19.2 18.0 18.0 18.5

14:25:10 19.4 18.2 18.0 18.3 18.1 14:25:10 17.9 19.2 18.0 18.0 18.5

14:25:20 19.4 18.2 18.0 18.4 18.2 14:25:20 17.8 19.2 18.0 18.0 18.5

14:25:29 19.4 18.2 18.0 18.4 18.2 14:25:29 17.9 19.2 18.0 18.0 18.4

14:25:39 19.4 18.2 18.0 18.4 18.2 14:25:39 17.8 19.2 18.0 18.0 18.4

14:25:48 19.4 18.2 18.0 18.4 18.3 14:25:48 17.9 19.2 18.0 18.0 18.5

14:25:58 19.4 18.2 18.0 18.4 18.2 14:25:58 17.8 19.2 18.0 18.0 18.5

14:26:07 19.4 18.2 18.0 18.4 18.2 14:26:07 17.8 19.2 18.0 18.0 18.5

14:26:16 19.4 18.2 18.0 18.4 18.2 14:26:16 17.8 19.2 18.0 18.0 18.4

14:26:26 19.5 18.2 18.0 18.4 18.2 14:26:26 17.8 19.3 18.0 18.0 18.4

14:26:35 19.4 18.2 18.0 18.4 18.2 14:26:35 17.8 19.3 18.0 18.0 18.5

14:26:45 19.4 18.2 18.0 18.4 18.2 14:26:45 17.8 19.2 18.0 18.0 18.4

14:26:54 19.5 18.2 18.0 18.4 18.3 14:26:54 17.8 19.2 18.0 18.0 18.4

14:27:04 19.5 18.2 18.0 18.4 18.2 14:27:04 17.9 19.2 18.0 18.0 18.5

14:27:13 19.5 18.2 18.0 18.4 18.2 14:27:13 17.9 19.2 18.0 18.0 18.4

14:27:22 19.4 18.2 18.0 18.4 18.2 14:27:22 17.8 19.2 18.0 18.0 18.4

14:27:32 19.5 18.2 18.0 18.4 18.2 14:27:32 17.8 19.2 18.0 18.0 18.5

14:27:42 19.5 18.2 18.0 18.4 18.2 14:27:42 17.9 19.2 18.0 18.0 18.5

14:27:55 19.5 18.2 18.0 18.4 18.2 14:27:55 18.2 19.2 18.0 18.0 18.5

14:28:03 19.5 18.2 18.0 18.4 18.2 14:28:03 17.8 19.2 18.0 18.0 18.5

14:28:16 19.5 18.2 18.0 18.4 18.2 14:28:16 18.2 19.2 18.0 18.0 18.5

14:28:25 19.5 18.2 18.0 18.4 18.2 14:28:25 17.8 19.2 18.0 18.0 18.5

14:28:37 19.5 18.2 18.0 18.4 18.2 14:28:37 18.2 19.2 18.0 18.0 18.5

14:28:46 19.5 18.2 18.0 18.4 18.2 14:28:46 17.8 19.2 18.0 18.0 18.5

14:28:55 19.5 18.2 18.0 18.4 18.2 14:28:55 17.8 19.2 18.0 18.0 18.4

14:29:05 19.5 18.2 18.0 18.4 18.2 14:29:05 17.8 19.2 18.0 18.0 18.4

14:29:14 19.5 18.2 18.0 18.4 18.2 14:29:14 17.9 19.2 18.0 18.0 18.5

14:29:24 19.4 18.2 18.0 18.4 18.2 14:29:24 17.8 19.2 18.0 18.0 18.4

14:29:33 19.5 18.2 18.0 18.4 18.2 14:29:33 17.9 19.3 18.0 18.0 18.4

14:29:43 19.5 18.2 18.0 18.4 18.2 14:29:43 17.9 19.3 18.0 18.0 18.5

14:29:52 19.5 18.2 18.0 18.4 18.2 14:29:52 17.9 19.2 18.0 18.0 18.5

14:30:01 19.5 18.2 18.0 18.4 18.2 14:30:01 17.8 19.3 18.0 18.0 18.5

14:30:11 19.5 18.2 18.0 18.4 18.2 14:30:11 17.8 19.2 18.0 18.0 18.5

14:30:20 19.5 18.2 18.0 18.4 18.2 14:30:20 17.9 19.2 18.0 18.0 18.5

14:30:30 19.5 18.2 18.0 18.4 18.1 14:30:30 17.8 19.2 18.0 18.0 18.4

14:30:39 19.5 18.2 18.0 18.4 18.2 14:30:39 17.8 19.2 18.0 18.0 18.5

14:30:49 19.5 18.2 18.0 18.4 18.2 14:30:49 17.8 19.2 18.0 18.0 18.4

14:30:58 19.5 18.2 18.0 18.4 18.2 14:30:58 17.9 19.2 18.0 18.0 18.5

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14:31:07 19.5 18.2 18.0 18.4 18.1 14:31:07 17.8 19.2 18.0 18.0 18.5

14:31:17 19.5 18.2 18.0 18.4 18.2 14:31:17 17.9 19.3 18.0 18.0 18.5

14:31:26 19.5 18.2 18.0 18.4 18.2 14:31:26 17.8 19.2 18.0 18.0 18.4

14:31:36 19.5 18.2 18.0 18.4 18.2 14:31:36 17.8 19.2 18.0 18.0 18.4

14:31:45 19.5 18.2 18.0 18.4 18.1 14:31:45 17.8 19.2 18.0 18.0 18.4

14:31:55 19.5 18.2 18.0 18.4 18.1 14:31:55 17.8 19.2 18.0 18.0 18.4

14:32:04 19.5 18.2 18.0 18.4 18.2 14:32:04 17.9 19.3 18.0 18.0 18.4

14:32:13 19.4 18.2 18.0 18.4 18.2 14:32:13 17.9 19.2 18.0 18.0 18.4

14:32:23 19.5 18.2 18.0 18.4 18.2 14:32:23 17.8 19.2 18.0 18.0 18.5

14:32:32 19.5 18.2 18.0 18.4 18.1 14:32:32 17.8 19.2 18.0 18.0 18.5

14:32:42 19.5 18.2 18.0 18.4 18.2 14:32:42 17.9 19.2 18.0 18.0 18.4

14:32:51 19.5 18.2 18.0 18.4 18.2 14:32:51 17.8 19.2 18.0 18.0 18.5

14:33:01 19.5 18.2 18.0 18.4 18.1 14:33:01 17.8 19.2 18.0 18.0 18.4

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18:03:10 53.9 25.0 22.6 20.8 18.7 18:03:10 43.6 24.1 22.6 19.5 18.9

18:03:20 54.1 25.0 22.6 20.9 18.6 18:03:20 43.6 23.9 22.6 19.4 18.9

18:03:29 54.1 25.0 22.6 20.9 18.7 18:03:29 43.6 24.1 22.6 19.4 19.0

18:03:39 54.1 25.0 22.6 20.9 18.7 18:03:39 43.6 23.9 22.6 19.4 18.9

18:03:48 54.1 25.0 22.6 20.9 18.7 18:03:48 43.7 24.1 22.6 19.4 18.9

18:03:57 54.1 25.0 22.6 20.9 18.7 18:03:57 43.7 24.1 22.6 19.4 18.9

18:04:07 54.1 25.0 22.6 20.9 18.7 18:04:07 43.7 24.1 22.6 19.4 18.9

18:04:16 54.1 25.0 22.6 20.9 18.7 18:04:16 43.7 24.1 22.6 19.5 19.0

18:04:26 54.2 25.0 22.6 20.9 18.8 18:04:26 43.7 24.1 22.6 19.5 18.9

18:04:35 54.2 25.0 22.6 20.8 18.7 18:04:35 43.8 24.1 22.6 19.5 18.9

18:04:45 54.1 25.0 22.6 20.8 18.7 18:04:45 43.8 23.9 22.6 19.5 18.9

18:04:54 54.2 25.0 22.7 20.8 18.7 18:04:54 43.8 24.1 22.7 19.5 18.9

18:05:04 54.2 25.1 22.7 20.9 18.7 18:05:04 43.8 24.2 22.7 19.5 19.0

18:05:13 54.2 25.1 22.7 20.9 18.7 18:05:13 43.9 24.2 22.7 19.6 19.0

18:05:22 54.3 25.1 22.7 20.9 18.7 18:05:22 43.9 24.2 22.7 19.6 19.0

18:05:32 54.3 25.1 22.7 20.9 18.8 18:05:32 43.9 24.2 22.7 19.6 19.0

18:05:41 54.3 25.1 22.7 20.9 18.7 18:05:41 44.0 24.1 22.7 19.6 19.0

18:05:51 54.3 25.1 22.7 20.9 18.7 18:05:51 44.0 24.1 22.7 19.6 19.0

18:06:00 54.3 25.1 22.7 20.9 18.7 18:06:00 44.0 24.1 22.7 19.6 19.0

18:06:10 54.3 25.1 22.7 20.9 18.7 18:06:10 44.1 24.2 22.7 19.6 19.0

18:06:19 54.3 25.2 22.7 20.9 18.7 18:06:19 44.1 24.2 22.7 19.6 19.0

18:06:28 54.4 25.2 22.7 20.9 18.7 18:06:28 44.1 24.2 22.7 19.6 19.0

18:06:38 54.4 25.2 22.7 20.9 18.6 18:06:38 44.1 24.2 22.7 19.6 19.0

18:06:47 54.4 25.2 22.7 20.9 18.8 18:06:47 44.1 24.2 22.7 19.6 19.0

18:06:57 54.4 25.2 22.7 20.9 18.7 18:06:57 44.1 24.2 22.7 19.6 19.0

18:07:06 54.4 25.2 22.7 21.0 18.7 18:07:06 44.2 24.2 22.7 19.6 19.0

18:07:16 54.4 25.2 22.8 21.0 18.7 18:07:16 44.2 24.2 22.8 19.6 19.0

18:07:25 54.6 25.2 22.8 21.0 18.8 18:07:25 44.2 24.3 22.8 19.6 19.0

18:07:34 54.6 25.2 22.8 21.0 18.7 18:07:34 44.2 24.2 22.8 19.6 19.0

18:07:44 54.6 25.2 22.8 21.0 18.8 18:07:44 44.2 24.3 22.8 19.6 19.0

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18:07:53 54.6 25.2 22.8 21.0 18.7 18:07:53 44.2 24.2 22.8 19.6 19.0

18:08:03 54.6 25.2 22.8 21.0 18.7 18:08:03 44.3 24.2 22.8 19.6 19.0

18:08:12 54.6 25.3 22.8 20.9 18.7 18:08:12 44.4 24.2 22.8 19.6 19.0

18:08:22 54.6 25.3 22.8 20.9 18.7 18:08:22 44.4 24.3 22.8 19.6 19.0

18:08:31 54.6 25.3 22.8 21.0 18.8 18:08:31 44.4 24.2 22.8 19.6 19.0

18:08:40 54.7 25.3 22.8 21.0 18.7 18:08:40 44.4 24.3 22.8 19.6 19.0

18:08:50 54.7 25.3 22.8 21.0 18.7 18:08:50 44.4 24.3 22.8 19.6 19.0

18:08:59 54.6 25.3 22.8 21.0 18.8 18:08:59 44.4 24.3 22.8 19.6 19.0

18:09:09 54.7 25.3 22.8 21.0 18.7 18:09:09 44.5 24.3 22.8 19.6 19.0

18:09:18 54.7 25.4 22.8 21.0 18.8 18:09:18 44.4 24.3 22.8 19.6 19.0

18:09:28 54.7 25.4 22.8 21.0 18.8 18:09:28 44.5 24.3 22.8 19.6 19.0

18:09:37 54.7 25.4 22.8 21.0 18.7 18:09:37 44.5 24.3 22.8 19.6 19.0

18:09:46 54.8 25.4 22.9 21.0 18.7 18:09:46 44.6 24.4 22.9 19.6 19.0

18:09:56 54.8 25.4 22.9 21.0 18.7 18:09:56 44.6 24.4 22.9 19.6 18.9

18:10:05 54.8 25.4 22.9 21.0 18.8 18:10:05 44.6 24.3 22.9 19.6 19.0

18:10:15 54.8 25.4 22.9 21.0 18.6 18:10:15 44.6 24.4 22.9 19.6 19.0

18:10:24 54.8 25.4 22.9 21.0 18.8 18:10:24 44.6 24.4 22.9 19.6 19.0

18:10:34 54.8 25.4 22.9 21.2 18.8 18:10:34 44.6 24.3 22.9 19.6 19.0

18:10:43 54.8 25.4 22.9 21.0 18.7 18:10:43 44.7 24.4 22.9 19.6 19.0

18:10:52 54.9 25.5 22.9 21.2 18.7 18:10:52 44.7 24.4 22.9 19.6 19.0

18:11:02 54.9 25.5 22.9 21.2 18.7 18:11:02 44.7 24.4 22.9 19.6 19.0

18:11:11 54.9 25.5 22.9 21.2 18.8 18:11:11 44.7 24.4 22.9 19.6 19.0

18:11:21 54.9 25.5 22.9 21.2 18.8 18:11:21 44.7 24.4 22.9 19.6 19.0

18:11:30 54.9 25.5 22.9 21.2 18.8 18:11:30 44.8 24.4 22.9 19.7 19.0

18:11:39 54.9 25.5 22.9 21.0 18.8 18:11:39 44.8 24.4 22.9 19.7 19.0

18:11:49 55.1 25.5 23.0 21.0 18.8 18:11:49 44.8 24.6 23.0 19.6 19.0

18:11:58 55.1 25.5 22.9 21.0 18.8 18:11:58 44.9 24.4 22.9 19.7 19.0

18:12:08 55.1 25.5 23.0 21.0 18.8 18:12:08 44.9 24.6 23.0 19.7 19.0

18:12:17 55.1 25.6 23.0 21.0 18.8 18:12:17 44.9 24.4 23.0 19.7 19.0

18:12:27 55.1 25.6 23.0 21.2 18.8 18:12:27 44.9 24.6 23.0 19.7 19.0

18:12:36 55.1 25.6 23.0 21.2 18.7 18:12:36 45.0 24.4 23.0 19.7 19.0

18:12:45 55.1 25.6 23.0 21.2 18.7 18:12:45 45.0 24.4 23.0 19.7 19.2

18:12:55 55.1 25.6 23.0 21.2 18.8 18:12:55 45.0 24.4 23.0 19.7 19.2

18:13:04 55.2 25.6 23.0 21.2 18.8 18:13:04 45.0 24.6 23.0 19.7 19.0

18:13:14 55.2 25.6 23.0 21.2 18.8 18:13:14 45.0 24.6 23.0 19.7 19.2

18:13:23 55.2 25.6 23.0 21.2 18.7 18:13:23 45.1 24.6 23.0 19.7 19.2

18:13:33 55.2 25.6 23.0 21.2 18.8 18:13:33 45.1 24.6 23.0 19.7 19.0

18:13:42 55.2 25.6 23.0 21.2 18.8 18:13:42 45.1 24.6 23.0 19.7 19.2

18:13:51 55.2 25.7 23.0 21.2 18.8 18:13:51 45.1 24.6 23.0 19.7 19.2

18:14:01 55.2 25.7 23.0 21.2 18.8 18:14:01 45.2 24.6 23.0 19.7 19.2

18:14:10 55.3 25.7 23.0 21.3 18.8 18:14:10 45.1 24.6 23.0 19.7 19.2

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18:14:20 55.3 25.7 23.0 21.3 18.9 18:14:20 45.2 24.7 23.0 19.7 19.2

18:14:29 55.3 25.7 23.0 21.3 18.9 18:14:29 45.2 24.7 23.0 19.7 19.2

18:14:38 55.3 25.7 23.0 21.3 18.7 18:14:38 45.3 24.6 23.0 19.7 19.2

18:14:48 55.3 25.7 23.0 21.3 18.8 18:14:48 45.3 24.7 23.0 19.8 19.2

18:14:57 55.3 25.7 23.1 21.3 18.8 18:14:57 45.2 24.6 23.1 19.8 19.2

18:15:07 55.3 25.7 23.1 21.3 18.8 18:15:07 45.2 24.7 23.1 19.8 19.2

18:15:16 55.3 25.8 23.1 21.3 18.8 18:15:16 45.3 24.6 23.1 19.8 19.2

18:15:26 55.4 25.8 23.1 21.3 18.8 18:15:26 45.4 24.7 23.1 19.8 19.2

18:15:35 55.4 25.8 23.1 21.2 18.8 18:15:35 45.4 24.7 23.1 19.8 19.2

18:15:44 55.4 25.8 23.1 21.2 18.8 18:15:44 45.4 24.7 23.1 19.8 19.2

18:15:54 55.4 25.8 23.1 21.2 18.8 18:15:54 45.4 24.7 23.1 19.8 19.2

18:16:03 55.4 25.8 23.1 21.3 18.8 18:16:03 45.4 24.7 23.1 19.8 19.2

18:16:13 55.4 25.8 23.1 21.3 18.8 18:16:13 45.5 24.7 23.1 19.8 19.2

18:16:22 55.4 25.8 23.1 21.3 18.8 18:16:22 45.5 24.6 23.1 19.8 19.2

18:16:31 55.6 25.8 23.1 21.3 18.9 18:16:31 45.5 24.8 23.1 19.8 19.2

18:16:41 55.6 25.9 23.1 21.3 18.8 18:16:41 45.5 24.8 23.1 19.8 19.2

18:16:50 55.6 25.9 23.1 21.3 18.8 18:16:50 45.5 24.8 23.1 19.8 19.2

18:17:00 55.6 25.9 23.1 21.3 18.8 18:17:00 45.5 24.8 23.1 19.8 19.0

18:17:09 55.6 25.9 23.1 21.3 18.8 18:17:09 45.6 24.7 23.1 19.8 19.0

18:17:19 55.6 25.9 23.2 21.3 18.8 18:17:19 45.7 24.8 23.2 19.8 19.0

18:17:28 55.6 25.9 23.2 21.3 18.9 18:17:28 45.6 24.7 23.2 19.8 19.0

18:17:37 55.7 25.9 23.2 21.4 18.7 18:17:37 45.7 24.8 23.2 19.8 19.0

18:17:47 55.7 25.9 23.2 21.3 18.7 18:17:47 45.7 24.8 23.2 19.8 19.0

18:17:56 55.7 25.9 23.2 21.4 18.8 18:17:56 45.7 24.8 23.2 19.8 19.0

18:18:06 55.7 26.0 23.2 21.4 18.8 18:18:06 45.7 24.8 23.2 19.8 19.0

18:18:15 55.7 26.0 23.2 21.4 18.8 18:18:15 45.8 24.8 23.2 19.8 19.0

18:18:24 55.7 26.0 23.2 21.4 18.8 18:18:24 45.8 24.8 23.2 19.8 19.0

18:18:34 55.7 26.0 23.2 21.4 18.8 18:18:34 45.8 24.8 23.2 19.8 18.9

18:18:43 55.7 26.0 23.2 21.4 18.8 18:18:43 45.8 24.8 23.2 19.8 19.2

18:18:53 55.8 26.0 23.2 21.4 18.8 18:18:53 45.8 24.9 23.2 19.8 19.2

18:19:02 55.8 26.0 23.2 21.3 18.8 18:19:02 45.8 24.9 23.2 19.8 19.0

18:19:12 55.8 26.0 23.2 21.3 18.8 18:19:12 45.9 24.9 23.2 19.8 19.2

18:19:21 55.8 26.0 23.2 21.4 18.9 18:19:21 45.9 24.9 23.2 19.8 19.2

18:19:30 55.8 26.0 23.2 21.4 18.8 18:19:30 45.9 24.8 23.2 19.8 19.2

18:19:40 55.8 26.1 23.2 21.4 18.8 18:19:40 46.0 24.8 23.2 19.8 19.2

18:19:49 55.8 26.1 23.3 21.4 18.8 18:19:49 46.0 24.9 23.3 19.8 19.2

18:19:59 55.8 26.1 23.3 21.4 18.9 18:19:59 46.0 24.9 23.3 19.8 19.2

18:20:08 55.9 26.1 23.3 21.4 18.9 18:20:08 46.0 24.9 23.3 19.8 19.2

18:20:18 55.9 26.1 23.3 21.4 18.8 18:20:18 46.0 24.9 23.3 19.8 19.2

18:20:27 55.9 26.1 23.3 21.4 18.9 18:20:27 46.1 24.9 23.3 19.9 19.2

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Anexo G. Datos para las Figura 37 y Figura 38.

Tabla 17. Datos para Figura 37.

Pro

fun

did

ad Tiempo

min 0 15 30 45 60 75 90 10

5

12

0

13

5

15

0

16

5

18

0

19

5

21

0

22

5

24

0

cm Sens

or

°C

0.0 TMS 1

9

17

4

19

3

20

0

20

1

20

6

20

9

21

2

21

3

21

3

21

4

21

9

22

0

22

0

22

2

22

2

22

2

15.

0

TA2 1

9

19 20 20 21 23 26 30 34 37 40 44 46 49 51 53 55

23.

8

TS2 1

8

18 18 18 18 18 18 19 19 19 20 21 22 23 24 25 26

28.

3

TA

MB

1

8

15 18 18 18 18 18 19 19 19 20 20 20 21 22 22 23

32.

7

TA4 1

8

18 18 18 18 18 18 18 19 19 19 19 19 20 20 21 21

41.

5

TS4 1

8

18 18 18 18 18 18 18 18 18 18 18 18 18 19 19 19

Tabla 18. Datos para Figura 38.

Pro

fun

did

ad Tiempo

min 0 15 30 45 60 75 90 105

120

135

150

165

180

195

210

225

240

cm Sens

or °C

0.0 TMS 19

174

193

200

201

206

209

212

213

213

214

219

220

220

222

222

222

15.

0 TA2 1

8 18 18 18 19 20 21 23 26 28 31 33 35 38 40 43 45

23.

8 TS2 1

9 19 19 19 19 19 19 19 20 20 20 21 22 22 23 24 25

28.3

TAMB

18

15 18 18 18 18 18 19 19 19 20 20 20 21 22 22 23

32.

7 TA4 1

8 18 18 18 18 18 18 18 18 18 18 18 19 19 19 19 20

41.

5 TS4 1

9 18 18 19 19 19 19 18 18 19 19 19 19 19 19 19 19