anÁlisis y evaluaciÓn de riesgo sÍsmico en … · 0 20 40 60 80 100 0.0 1.0 2.0 3.0 10 30 50 70...

ANÁLISIS Y EVALUACIÓN DE RIESGO SÍSMICO EN LÍNEAS VITALES. CASO DE ESTUDIO BOGOTÁ D.C.

ANEXO No. 10

GRAFICAS DE LAS CURVAS DE VULNERABILIDAD

NÚMERO DE CURVAS: 72

DATOS XY: 2

ECUACIÓN: 6

NORMALES: 8

LOGNORMALES: 49

AGRUPADAS: 7

0 20 40 60 80 100

0.0

1.0

2.0

3.0

10 30 50 70 90

0.25

0.75

1.25

1.75

2.25

2.75

Estudio de Riesgo Sísmico en Líneas Vitales. Curvas de Vulnerabilidad.*** Cada curva con diferentes factores de corrección

Tipo de Gráfica: Varios

ALA (2001) − O' Rourke & Ayala (1993) − Eidinger & Avila (1999) − Isoyama (2000) − Isoyama (1998) − JWA (1998)Las curvas aplican para Acueducto y Alcantarillado. Propagación de la Onda

Tesis Maestría Geomática. Alexys H Rodríguez. [email protected]. Gráfico generado en R.

PGV − Velocidad Pico del Terreno Cm

Seg

Tasa

de

Rep

arac

ione

s (R

epai

r R

ate)

por

Kiló

met

ro

RR

/Km

●●

●●

●●

●

ALA (2001) −− Y =

0.00187

0.3048

*

1

2.54

* X −− (inv_id=21, pav_id=31)

O' Rourke & Ayala (1993) −− Y =

1

104

* X

2.25 −− (inv_id=22, pav_id=32)

Eidinger & Avila (1999) −− Y =

0.00032

0.3048*2.541.98

* X

1.98 −− (inv_id=23, pav_id=33)

Isoyama (2000) −− Y = 3.11E−3 * (X − 15)1.3 −− (inv_id=24, pav_id=34)Isoyama (1998) −− Y = 3.11E−3 * (X − 15)1.3 −− (inv_id=25, pav_id=35)

Japan Waterworks Association (1998) −− Y = 3.11E−3 * (X − 15)1.3 −− (inv_id=26, pav_id=36)

Eidinger − G & E (2001) −− Sin formula −− (inv_id=28, pav_id=38)

●

RR/Km vs PGV

ALA (2001)O' Rourke & Ayala (1993)Eidinger & Avila (1999)Isoyama (2000)Isoyama (1998)Japan Waterworks Association (1998)Eidinger − G & E (2001)

1

0 200 400 600 800 1000

010

020

030

040

050

0

50 150

250

350

450

550

650

750

850

950

50

150

250

350

450



ALA (2001) − O' Rourke & Ayala (1993) − Eidinger & Avila (1999) − Isoyama (2000) − Isoyama (1998) − JWA (1998) − Eidinger − G & E (2001)Las curvas aplican para Acueducto y Alcantarillado. Propagación de la Onda



Seg

Tasa

de

Rep

arac

ione

s (R

epai

r R

ate)

por

Kiló

met

ro

RR

/Km

● ● ● ● ● ● ● ● ● ● ●

ALA (2001) −− Y =

0.00187

0.3048

*

1

2.54

* X −− (inv_id=21, pav_id=31)


1

104

* X

2.25 −− (inv_id=22, pav_id=32)


0.00032

0.3048*2.541.98

* X

1.98 −− (inv_id=23, pav_id=33)




●

RR/Km vs PGV

ALA (2001)O' Rourke & Ayala (1993)Eidinger & Avila (1999)Isoyama (2000)Isoyama (1998)Japan Waterworks Association (1998)Eidinger − G & E (2001)

2

0 20 40 60 80 100

1e−05

1e−04

0.001

0.01

0.1

125






Seg

Tasa

de

Rep

arac

ione

s (R

epai

r R

ate)

por

Kiló

met

ro

RR

/Km

●

●●

● ● ● ●

ALA (2001) −− Y =

0.00187

0.3048

*

1

2.54

* X −− (inv_id=21, pav_id=31)


1

104

* X

2.25 −− (inv_id=22, pav_id=32)


0.00032

0.3048*2.541.98

* X

1.98 −− (inv_id=23, pav_id=33)




●

RR/Km vs PGV

ALA (2001)O' Rourke & Ayala (1993)Eidinger & Avila (1999)Isoyama (2000)

Isoyama (1998)Japan Waterworks Association (1998)Eidinger − G & E (2001)

3

0 20 40 60 80 100

1e−05

1e−04

0.001

0.01

0.1

12






Seg

Tasa

de

Rep

arac

ione

s (R

epai

r R

ate)

por

Kiló

met

ro

RR

/Km

●

●●

● ● ● ●

ALA (2001) −− Y =

0.00187

0.3048

*

1

2.54

* X −− (inv_id=21, pav_id=31)


1

104

* X

2.25 −− (inv_id=22, pav_id=32)


0.00032

0.3048*2.541.98

* X

1.98 −− (inv_id=23, pav_id=33)




●

RR/Km vs PGV

ALA (2001)O' Rourke & Ayala (1993)Eidinger & Avila (1999)Isoyama (2000)

Isoyama (1998)Japan Waterworks Association (1998)Eidinger − G & E (2001)

4

0 20 40 60 80 100

0.00

0.05

0.10

0.15

0.20

0.25

10 30 50 70 900.025

0.075

0.125

0.175

0.225

ALA (2001). Seismic Fragility Formulations For Water System. Part 1. Factor de Corrección K1 (material, diámetro, tipo de unión, tipo de suelos)

Tipo de Gráfica: Ecuación

ALA (2001)Curva de Vulnerabilidad Acueducto y Alcantarillado. Propagación de la Onda



Seg

Tasa

de

Rep

arac

ione

s (R

epai

r R

ate)

por

Kiló

met

ro

RR

/Km

ALA (2001) −− Y =

0.00187

0.3048

*

1

2.54

* X −− (inv_id=21, pav_id=31)

ALA (2001). American Lifelines Alliance

ALA (2001)

Y =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* XY =

0.00187

0.3048

*

1

2.54

* X

5

0 20 40 60 80 100

0.0

0.5

1.0

1.5

2.0

2.5

3.0

10 30 50 70 900.25

0.75

1.25

1.75

2.25

2.75

O' Rourke & Ayala (1993). HAZUS − FEMA 1999.Factor de corrección igual a 0.3 para tuberías dúctiles


O' Rourke & Ayala (1993)Curva de Vulnerabilidad Acueducto y Alcantarillado. Propagación de la Onda



Seg

Tasa

de

Rep

arac

ione

s (R

epai

r R

ate)

por

Kiló

met

ro

RR

/Km


1

104

* X

2.25 −− (inv_id=22, pav_id=32)

O' Rourke & Ayala (1993)

O' Rourke & Ayala (1993)

Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25Y =

1

104

* X

2.25

6

0 20 40 60 80 100

0.0

0.5

1.0

1.5

10 30 50 70 90

0.25

0.75

1.25

● ● ● ● ●●

●●

●●

●

●

●

●

●

●

●

●

●

●

●

Eidinger & Avila (1999). Eidinger et al. (1995, 1998).Factor de Corrección K1 (material, diámetro, tipo de unión, tipo de suelos)


Eidinger & Avila (1999)Curva de Vulnerabilidad Acueducto y Alcantarillado. Propagación de la Onda



Seg

Tasa

de

Rep

arac

ione

s (R

epai

r R

ate)

por

Kiló

met

ro

RR

/Km


0.00032

0.3048*2.541.98

* X

1.98 −− (inv_id=23, pav_id=33)

●

Eidinger & Avila (1999)

Eidinger & Avila (1999)

Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98Y =

0.00032

0.3048*2.541.98

* X

1.98

7

0 20 40 60 80 100

0.0

0.2

0.4

0.6

0.8

1.0

10 30 50 70 900.1

0.3

0.5

0.7

0.9

Isoyama (2000)Factores de Corrección: Material (Bp), diámetro (Bd), terreno (Bg), licuefacción (Bl).


Isoyama (2000)Curva de Vulnerabilidad Acueducto y Alcantarillado. Propagación de la Onda



Seg

Tasa

de

Rep

arac

ione

s (R

epai

r R

ate)

por

Kiló

met

ro

RR

/Km

Isoyama (2000) −− Y = 3.11E−3 * (X − 15)1.3 −− (inv_id=24, pav_id=34)

Isoyama (2000)

Isoyama (2000)

Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3Y = 3.11E−3 * (X − 15)1.3

8

0 20 40 60 80 100

0.0

0.2

0.4

0.6

0.8

1.0

10 30 50 70 900.1

0.3

0.5

0.7

0.9

Isoyama (1998)Factores de Corrección: Material (Cp), diámetro (Cd)


Isoyama (1998)Curva de Vulnerabilidad Acueducto y Alcantarillado. Propagación de la Onda



Seg

Tasa

de

Rep

arac

ione

s (R

epai

r R

ate)

por

Kiló

met

ro

RR

/Km

Isoyama (1998) −− Y = 3.11E−3 * (X − 15)1.3 −− (inv_id=25, pav_id=35)

Isoyama (1998)

Isoyama (1998)


9

0 20 40 60 80 100

0.0

0.2

0.4

0.6

0.8

1.0

10 30 50 70 900.1

0.3

0.5

0.7

0.9

Japan Waterworks Association (1998)Factores de Corrección: Material (Cp), diámetro (Cd), terreno (Cg), licuefacción (Cl).


Japan Waterworks Association (1998)Curva de Vulnerabilidad Acueducto y Alcantarillado. Propagación de la Onda



Seg

Tasa

de

Rep

arac

ione

s (R

epai

r R

ate)

por

Kiló

met

ro

RR

/Km


Japan Waterworks Association (1998)

Japan Waterworks Association (1998)


10

0 160 320 480 640 800

0.0

0.5

1.0

1.5

2.0

80 240

400

560

720

0.25

0.75

1.25

1.75

JICA (2002). Propuesta para Colombia. Pag 4−44.Factores de Corrección: Material (Cp), diámetro (Cd), terreno (Cg), licuefacción (Cl).

Tipo de Gráfica: Datos X,Y

JICA (2002)Curva de Vulnerabilidad Acueducto y Alcantarillado. Propagación de la Onda


PGA − Aceleración Pico del Terreno (GALES) − 1 GAL = 1 CM

S2

Tasa

de

Rep

arac

ione

s (R

epai

r R

ate)

por

Kiló

met

ro

RR

/Km

JICA (2002) −− Sin formula −− (inv_id=27, pav_id=37)

JICA (2002)

JICA (2002)

11

0 20 40 60 80 100

0.0

0.5

1.0

1.5

10 30 50 70 90

0.25

0.75

1.25

Eidinger − G & E Report (2001). UNIANDES y DPAE (2005)Factores de Corrección: Tipo de juntas (K1), edad tubería (K2), esfuerzos subsidencia (K3)

Tipo de Gráfica: Datos X,Y

Eidinger − G & E (2001)Curva de Vulnerabilidad Acueducto y Alcantarillado. Propagación de la Onda



Seg

Tasa

de

Rep

arac

ione

s (R

epai

r R

ate)

por

Kiló

met

ro

RR

/Km


Eidinger − G & E Report (2001)

Eidinger − G & E (2001)

12

0.0 0.5 1.0 1.5 2.0 2.5 3.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

2.25

2.75

0.1

0.3

0.5

0.7

0.9

Daño en Puentes. HWB1Sa a 1 seg en (g's). Tipo de Gráfica: LOGNORMAL

HAZUS MR4 Manual Técnico 2003 (Pag 7−12 Tabla 7.7)Curva de Vulnerabilidad Puentes. Propagación de la Onda


Sa − Aceleración Espectral a 1 Seg (g's) [1g=9.81M

Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | S

a]

●

●

●

●

●● ● ● ● ●

Probabilidad >= Leve: Sa=0.4, β=0.6 − (inv_id=29, pav_id=39)Probabilidad >= Moderado: Sa=0.5, β=0.6 − (inv_id=30, pav_id=40)Probabilidad >= Extensivo: Sa=0.7, β=0.6 − (inv_id=31, pav_id=41)Probabilidad >= Completo: Sa=0.9, β=0.6 − (inv_id=32, pav_id=42)

●

Daño en Puentes. HWB1

Probabilidad >= LeveProbabilidad >= Moderado

Probabilidad >= ExtensivoProbabilidad >= Completo

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

13

0 1 2 3 4 5

0.0

0.2

0.4

0.6

0.8

1.0

0.5

1.5

2.5

3.5

4.5

0.1

0.3

0.5

0.7

0.9





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | S

a]

●●

●

●

●

●

●

●●

● ● ● ● ● ● ● ●

Probabilidad >= Leve: Sa=0.8, β=0.6 − (inv_id=37, pav_id=47)Probabilidad >= Moderado: Sa=1, β=0.6 − (inv_id=38, pav_id=48)

Probabilidad >= Extensivo: Sa=1.2, β=0.6 − (inv_id=39, pav_id=49)Probabilidad >= Completo: Sa=1.7, β=0.6 − (inv_id=40, pav_id=50)

●



P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

15

0.0 0.5 1.0 1.5

0.0

0.2

0.4

0.6

0.8

0.25

0.75

1.25

0.1

0.3

0.5

0.7

0.9





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | S

a]

● ●

●

●

●

●

●

●

●

Probabilidad >= Leve: Sa=0.8, β=0.6 − inv_id=37, pav_id=47Probabilidad >= Moderado: Sa=1, β=0.6 − inv_id=38, pav_id=48

Probabilidad >= Extensivo: Sa=1.2, β=0.6 − inv_id=39, pav_id=49Probabilidad >= Completo: Sa=1.7, β=0.6 − inv_id=40, pav_id=50

●



P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

16

0.0 0.5 1.0 1.5 2.0

0.0

0.2

0.4

0.6

0.8

0.25

0.75

1.25

1.75

0.1

0.3

0.5

0.7

0.9





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | S

a]

● ●

●

●

●

●

●

●

●

●

Probabilidad >= Leve: Sa=0.8, β=0.6 − inv_id=41, pav_id=51Probabilidad >= Moderado: Sa=1, β=0.6 − inv_id=42, pav_id=52

Probabilidad >= Extensivo: Sa=1.2, β=0.6 − inv_id=43, pav_id=53Probabilidad >= Completo: Sa=1.7, β=0.6 − inv_id=44, pav_id=54

●



P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

P[ds|Sa] = Φ

1

βds

ln

Sa

Sads

18

0 1 2 3 4 5

0.0

0.2

0.4

0.6

0.8

1.0

0.5

1.5

2.5

3.5

4.5

0.1

0.3

0.5

0.7

0.9





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | S

a]

●●

●

●

●

●

●

●●

● ● ● ● ● ● ● ●



●




42

1e−02 5e−02 5e−01 5e+00 5e+01 5e+02

020

4060

8010

0

0.01

0.02

0.03 0.

10.

1

0.2

0.3 11 2 3 1010 20 30 100

100

200

300

1000

10

30

50

70

90

Plantas de Tratamiento AguaAcueducto.

Tipo de Gráfica: NORMAL

HAZUS MR4 Manual Técnico 2003 (Pag 8−10 Tabla 8.1.a)Función de Restauración Plantas de Tratamiento


Tiempo (Días)

Por

cent

aje

Fun

cion

al

%

● ● ●●

●

●

●

● ● ● ● ● ● ● ●

Leve/Menor: µ (Días)=0.9, σ (Días)=0.3 − (inv_id=141, pav_id=151)Moderado: µ (Días)=1.9, σ (Días)=1.2 − (inv_id=142, pav_id=152)Extensivo: µ (Días)=32, σ (Días)=31 − (inv_id=143, pav_id=153)Completo: µ (Días)=95, σ (Días)=65 − (inv_id=144, pav_id=154)

●

Plantas de Tratamiento Agua

Leve/MenorModeradoExtensivoCompleto


43

1e−02 5e−02 1e−01 5e−01 1e+00 5e+00 1e+01 5e+01 1e+02

020

4060

8010

0

0.03 0.3 3 30

10

30

50

70

90

Plantas de Bombeo AguaAcueducto.


HAZUS MR4 Manual Técnico 2003 (Pag 8−10 Tabla 8.1.a)Función de Restauración Plantas de Bombeo


Tiempo (Días)

Por

cent

aje

Fun

cion

al

%

● ● ●●

●

●

●

●

● ● ● ●

Leve/Menor: µ (Días)=0.9, σ (Días)=0.3 − (inv_id=145, pav_id=155)Moderado: µ (Días)=3.1, σ (Días)=2.7 − (inv_id=146, pav_id=156)Extensivo: µ (Días)=13.5, σ (Días)=10 − (inv_id=147, pav_id=157)Completo: µ (Días)=35, σ (Días)=18 − (inv_id=148, pav_id=158)

●

Plantas de Bombeo Agua



44

1e−02 5e−02 1e−01 5e−01 1e+00 5e+00 1e+01 5e+01 1e+02

020

4060

8010

0

0.02

0.03 0.2

0.3 2 3 20 30

10

30

50

70

90

Pozos de AguaAcueducto.


HAZUS MR4 Manual Técnico 2003 (Pag 8−10 Tabla 8.1.a)Función de Restauración Pozos de Agua


Tiempo (Días)

Por

cent

aje

Fun

cion

al

%

● ● ●

●

●

●

●

● ● ● ● ●

Leve/Menor: µ (Días)=0.8, σ (Días)=0.2 − (inv_id=149, pav_id=159)Moderado: µ (Días)=1.5, σ (Días)=1.2 − (inv_id=150, pav_id=160)Extensivo: µ (Días)=10.5, σ (Días)=7.5 − (inv_id=151, pav_id=161)

Completo: µ (Días)=26, σ (Días)=14 − (inv_id=152, pav_id=162)

●

Pozos de Agua



45

1e−02 5e−02 5e−01 5e+00 5e+01 5e+02

020

4060

8010

0

0.01

0.02

0.03 0.

10.

1

0.2

0.3 11 2 3 1010 20 30 100

100

200

300

1000

10

30

50

70

90

Tantes de Almacenamiento de AguaAcueducto.


HAZUS MR4 Manual Técnico 2003 (Pag 8−10 Tabla 8.1.a)Función de Restauración Tanques de Almacenamiento


Tiempo (Días)

Por

cent

aje

Fun

cion

al

%

● ● ●●

●

●

●

●

● ● ● ● ● ● ●

Leve/Menor: µ (Días)=1.2, σ (Días)=0.4 − (inv_id=153, pav_id=163)Moderado: µ (Días)=3.1, σ (Días)=2.7 − (inv_id=154, pav_id=164)Extensivo: µ (Días)=93, σ (Días)=85 − (inv_id=155, pav_id=165)


●

Tantes de Almacenamiento de Agua



46

0.0 0.5 1.0 1.5 2.0 2.5 3.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

2.25

2.75

0.1

0.3

0.5

0.7

0.9

Daño Plantas de Tratamiento − PWT1Subcomponentes Anclados. Acueducto. Plantas Pequeñas

Tipo de Gráfica: LOGNORMAL

HAZUS MR4 Manual Técnico 2003 (Pag 8−14 Tabla 8.3)Curva de Vulnerabilidad Plantas de Tratamiento de Acueducto. Propagación de la Onda


PGA − Aceleración Pico del Terreno (g's) [1g=9.81M

Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●●

●

●

●

●● ● ● ● ● ● ● ● ● ● ● ● ●

Probabilidad >= Leve/Menor: PGA=0.25, β=0.5 − (inv_id=157, pav_id=167)Probabilidad >= Moderado: PGA=0.38, β=0.5 − (inv_id=158, pav_id=168)Probabilidad >= Extensivo: PGA=0.53, β=0.6 − (inv_id=159, pav_id=169)Probabilidad >= Completo: PGA=0.83, β=0.6 − (inv_id=160, pav_id=170)

●

Daño Plantas de Tratamiento − PWT1

Probabilidad >= Leve/MenorProbabilidad >= ModeradoProbabilidad >= ExtensivoProbabilidad >= Completo

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

47

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

2.25

2.75

3.25

3.75

0.1

0.3

0.5

0.7

0.9

Daño Plantas de Tratamiento − PWT2Subcomponentes No Anclados. Acueducto. Plantas Pequeñas





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●

●

●

●

● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●


●



P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

48

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

2.25

2.75

3.25

3.75

0.1

0.3

0.5

0.7

0.9

Daño Plantas de Tratamiento − PWT3Subcomponentes Anclados. Acueducto. Plantas Medianas





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

● ●

●

●

●

●

●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●


●



P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

49

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

2.25

2.75

3.25

3.75

0.1

0.3

0.5

0.7

0.9

Daño Plantas de Tratamiento − PWT4Subcomponentes No Anclados. Acueducto. Plantas Medianas





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●●

●

●

●

● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●


●



P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

50

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

2.25

2.75

3.25

3.75

0.1

0.3

0.5

0.7

0.9

Daño Plantas de Tratamiento − PWT5Subcomponentes Anclados. Acueducto. Plantas Grandes





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

● ●

●

●

●

●

●

●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●


●



P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

51

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

2.25

2.75

3.25

3.75

0.1

0.3

0.5

0.7

0.9

Daño Plantas de Tratamiento − PWT6Subcomponentes No Anclados. Acueducto. Plantas Grandes





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●

●

●

●

●

●●

● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●


●



P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

52

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

2.25

2.75

3.25

3.75

0.1

0.3

0.5

0.7

0.9

Daño Plantas de Bombeo / Estación Elevadora − PPP1Subcomponentes Anclados. Acueducto. Plantas Pequeñas


HAZUS MR4 Manual Técnico 2003 (Pag 8−15 Tabla 8.6)Curva de Vulnerabilidad Plantas de Bombeo de Acueducto. Propagación de la Onda



Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●

●

●

●

●

●●

● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●

Probabilidad >= Leve/Menor: PGA=0.15, β=0.7 − (inv_id=181, pav_id=191)Probabilidad >= Moderado: PGA=0.36, β=0.65 − (inv_id=182, pav_id=192)Probabilidad >= Extensivo: PGA=0.66, β=0.65 − (inv_id=183, pav_id=193)

Probabilidad >= Completo: PGA=1.5, β=0.8 − (inv_id=184, pav_id=194)

●

Daño Plantas de Bombeo / Estación Elevadora − PPP1


P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

53

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

2.25

2.75

3.25

3.75

0.1

0.3

0.5

0.7

0.9

Daño Plantas de Bombeo / Estación Elevadora − PPP2Subcomponentes No Anclados. Acueducto. Plantas Pequeñas





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●

●

●

●

●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●



●



P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

54

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

2.25

2.75

3.25

3.75

0.1

0.3

0.5

0.7

0.9

Daño Plantas de Bombeo / Estación Elevadora − PPP3Subcomponentes Anclados. Acueducto. Plantas Medianas y Grandes





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●

●

●

●

●

●●

● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●



●



P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

55

0 1 2 3 4 5

0.0

0.2

0.4

0.6

0.8

1.0

0.5

1.5

2.5

3.5

4.5

0.1

0.3

0.5

0.7

0.9

Daño Plantas de Bombeo / Estación Elevadora − PPP4Subcomponentes No Anclados. Acueducto. Plantas Medianas y Grandes





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●

●

●

●

●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●



●



P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

56

0 1 2 3 4 5

0.0

0.2

0.4

0.6

0.8

1.0

0.5

1.5

2.5

3.5

4.5

0.1

0.3

0.5

0.7

0.9

Daño Pozos de Agua Potable − PWE1. Acueducto


HAZUS MR4 Manual Técnico 2003 (Pag 8−15 Tabla 8.8)Curva de Vulnerabilidad Pozos de Agua Potable. Propagación de la Onda



Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●

●

●

●

●

●●

● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●



●

Daño Pozos de Agua Potable − PWE1


P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

57

0 1 2 3 4 5

0.0

0.2

0.4

0.6

0.8

1.0

0.5

1.5

2.5

3.5

4.5

0.1

0.3

0.5

0.7

0.9

Daño Tanques de Agua Potable − On−Ground − AncladoConcreto − PST1. Acueducto


HAZUS MR4 Manual Técnico 2003 (Pag 8−16 Tabla 8.9)Curva de Vulnerabilidad Tanques de Agua Potable. Propagación de la Onda



Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●

●

●

●

●

●

●

●●

●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●


●

Daño Tanques de Agua Potable − On−Ground − Anclado


P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

58

0.0 0.5 1.0 1.5 2.0 2.5 3.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

2.25

2.75

0.1

0.3

0.5

0.7

0.9

Daño Tanques de Agua Potable − On−Ground − No AncladoConcreto − PST2. Acueducto


HAZUS MR4 Manual Técnico 2003 (Pag 8−16 Tabla 8.9)Curva de Vulnerabilidad Tanques de Agua Potable. Propagación de la Onda



Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●

●

●

●

●

●

●●

● ● ● ● ● ● ● ● ● ● ●


●

Daño Tanques de Agua Potable − On−Ground − No Anclado


P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

59

1e−02 5e−02 1e−01 5e−01 1e+00 5e+00 1e+01 5e+01 1e+02

020

4060

8010

0

0.02

0.03 0.2

0.3 2 3 20 30

10

30

50

70

90

Vías


HAZUS MR4 Manual Técnico 2003 (Pag 7−10 Tabla 7.4)Función de Restauración Vías


Tiempo (Días)

Por

cent

aje

Fun

cion

al

%

● ● ●●

●

●

●

●

● ● ● ●

Leve/Menor: µ (Días)=0.9, σ (Días)=0.05 − (inv_id=209, pav_id=219)Moderado: µ (Días)=2.2, σ (Días)=1.8 − (inv_id=210, pav_id=220)Extensivo: µ (Días)=21, σ (Días)=16 − (inv_id=211, pav_id=221)Completo: µ (Días)=21, σ (Días)=16 − (inv_id=212, pav_id=222)

●

Vías



60

1e−02 5e−02 5e−01 5e+00 5e+01 5e+02

020

4060

8010

0

0.01

0.02

0.03 0.

10.

1

0.2

0.3 11 2 3 1010 20 30 100

100

200

300

1000

10

30

50

70

90

Puentes


HAZUS MR4 Manual Técnico 2003 (Pag 7−10 Tabla 7.4)Función de Restauración Puentes


Tiempo (Días)

Por

cent

aje

Fun

cion

al

%

● ● ●●

●

●

●

●

● ● ● ● ● ● ●

Leve/Menor: µ (Días)=0.6, σ (Días)=0.6 − (inv_id=213, pav_id=223)Moderado: µ (Días)=2.5, σ (Días)=2.7 − (inv_id=214, pav_id=224)Extensivo: µ (Días)=75, σ (Días)=42 − (inv_id=215, pav_id=225)


●

Puentes



61

0 1 2 3 4 5 6

0.0

0.2

0.4

0.6

0.8

1.0

0.5

1.5

2.5

3.5

4.5

5.5

0.1

0.3

0.5

0.7

0.9

Daño Tanques de Agua Potable − At Grade − No AncladoConcreto > 1 millón Galones. Factor de Daño: 0.015


Seismic Fragility Formulations for Water Systems − Part 1 Guideline − Pag 77 − Table 5−9Curva de Vulnerabilidad Tanques de Agua Potable. Propagación de la Onda



Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

● ●

●

●

●

●

●

●● ● ● ● ● ● ● ● ● ● ● ●

Uplift of Wall − Leve Leakage: PGA=2, β=0.45 − (inv_id=217, pav_id=227)Cracking of Tank Wall − Loss of Contents: PGA=1.05, β=0.45 − (inv_id=218, pav_id=228)

Sliding of Talk Wall − Leve Leakage: PGA=0.25, β=0.45 − (inv_id=219, pav_id=229)Major Hoop Over−Stress − Loss of Contents: PGA=0.75, β=0.45 − (inv_id=220, pav_id=230)

Leve Hoop Over−Stress − Leve Leakage: PGA=0.45, β=0.45 − (inv_id=221, pav_id=231)Roof Failure: PGA=2.6, β=0.45 − (inv_id=222, pav_id=232)

●

Daño Tanques de Agua Potable − At Grade − No Anclado

Uplift of Wall − Leve LeakageCracking of Tank Wall − Loss of ContentsSliding of Talk Wall − Leve LeakageMajor Hoop Over−Stress − Loss of ContentsLeve Hoop Over−Stress − Leve LeakageRoof Failure

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

62

0 1 2 3 4 5 6

0.0

0.2

0.4

0.6

0.8

1.0

0.5

1.5

2.5

3.5

4.5

5.5

0.1

0.3

0.5

0.7

0.9

Daño Tanques de Agua Potable − At Grade − No AncladoConcreto > 1 millón Galones. Factor de Daño: 0.015





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

● ●

●

●

●

●

●

●●

● ● ● ● ● ● ● ● ● ● ●

Uplift of Wall − Leve Leakage: PGA=2, β=0.45 − (inv_id=217, pav_id=227)Cracking of Tank Wall − Loss of Contents: PGA=1.05, β=0.45 − (inv_id=218, pav_id=228)

Sliding of Talk Wall − Leve Leakage: PGA=0.25, β=0.45 − (inv_id=219, pav_id=229)Major Hoop Over−Stress − Loss of Contents: PGA=0.75, β=0.45 − (inv_id=220, pav_id=230)

Leve Hoop Over−Stress − Leve Leakage: PGA=0.45, β=0.45 − (inv_id=221, pav_id=231)Roof Failure: PGA=2.6, β=0.45 − (inv_id=222, pav_id=232)

●

Daño Tanques de Agua Potable − At Grade − No Anclado

Uplift of Wall − Leve LeakageCracking of Tank Wall − Loss of ContentsSliding of Talk Wall − Leve LeakageMajor Hoop Over−Stress − Loss of ContentsLeve Hoop Over−Stress − Leve LeakageRoof Failure

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

63

0 2 4 6 8

0.0

0.2

0.4

0.6

0.8

1.0

1 3 5 70.1

0.3

0.5

0.7

0.9

Daño Tanques de Agua Potable − At Grade − AncladoConcreto − 50 a 1 millón de Galones. Factor de Daño: 0.1





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●

●

●

●

●● ● ● ● ● ● ● ●

Uplift − Crush Concrete: PGA=1.3, β=0.5 − (inv_id=223, pav_id=233)Sliding: PGA=1.1, β=0.5 − (inv_id=224, pav_id=234)

Shearing of Tank Wall: PGA=1.6, β=0.5 − (inv_id=225, pav_id=235)Hoop Overstress: PGA=4.1, β=0.5 − (inv_id=226, pav_id=236)

●

Daño Tanques de Agua Potable − At Grade − Anclado

Uplift − Crush ConcreteSlidingShearing of Tank WallHoop Overstress

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

64

0.0 0.5 1.0 1.5 2.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

0.1

0.3

0.5

0.7

0.9

Daño Plantas de TratamientoWWT1 − Componentes Anclados. Alcantarillado. Plantas Pequeñas


HAZUS MR4 Manual Técnico 2003 (Pag 8−39 Tabla 8.13)Curva de Vulnerabilidad Plantas de Tratamiento de Alcantarillado. Propagación de la Onda



Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●●

●

●

●

● ● ● ● ● ● ● ●


●

Daño Plantas de Tratamiento


P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

65

0.0 0.5 1.0 1.5 2.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

0.1

0.3

0.5

0.7

0.9

Daño Plantas de TratamientoWWT2 − Componentes No Anclados. Alcantarillado. Plantas Pequeñas





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●

●

●

●

● ● ● ● ● ● ● ● ●


●



P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

66

0.0 0.5 1.0 1.5 2.0 2.5 3.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

2.25

2.75

0.1

0.3

0.5

0.7

0.9

Daño Plantas de TratamientoWWT3 − Componentes Anclados. Alcantarillado. Plantas Medianas





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

● ●

●

●

●

●

●● ● ● ● ● ● ● ● ● ● ● ●


●



P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

67

0.0 0.5 1.0 1.5 2.0 2.5 3.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

2.25

2.75

0.1

0.3

0.5

0.7

0.9

Daño Plantas de TratamientoWWT4 − Componentes No Anclados. Alcantarillado. Plantas Medianas





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●●

●

●

●● ● ● ● ● ● ● ● ● ● ● ● ● ●


●



P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

68

0.0 0.5 1.0 1.5 2.0 2.5 3.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

2.25

2.75

0.1

0.3

0.5

0.7

0.9

Daño Plantas de TratamientoWWT5 − Componentes Anclados. Alcantarillado. Plantas Grandes





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

● ●

●

●

●

●

●

●● ● ● ● ● ● ● ● ● ● ●


●



P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

69

0.0 0.5 1.0 1.5 2.0 2.5 3.0

0.0

0.2

0.4

0.6

0.8

1.0

0.25

0.75

1.25

1.75

2.25

2.75

0.1

0.3

0.5

0.7

0.9

Daño Plantas de TratamientoWWT6 − Componentes No Anclados. Alcantarillado. Plantas Grandes





Seg2 = 981

Cm

Seg2 = 981 Gales]

Pro

babi

lidad

de

Exc

eden

cia

del E

stad

o de

Dañ

o

Pro

babi

lidad

[Ds

> d

s | P

GA

]

●●

●

●

●

● ● ● ● ● ● ● ● ● ● ● ● ● ●


●



P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

P[ds|PGA] = Φ

1

βds

ln

PGA

PGAds

70

1e−01 5e−01 1e+00 5e+00 1e+01 5e+01 1e+02 5e+02 1e+03

020

4060

8010

0

0.2

0.3 2 3 20 30 200

300

10

30

50

70

90

Estaciones ElevadorasAlcantarillado.


HAZUS MR4 Manual Técnico 2003 (Pag 8−38 Tabla 8.12.a)Función de Restauración de Alcantarillado


Tiempo (Días)

Por

cent

aje

Fun

cion

al

%

● ●●

●

●

● ● ● ● ● ● ●

Leve/Menor: µ (Días)=1.3, σ (Días)=0.7 − (inv_id=251, pav_id=261)Moderado: µ (Días)=3, σ (Días)=1.5 − (inv_id=252, pav_id=262)Extensivo: µ (Días)=21, σ (Días)=12 − (inv_id=253, pav_id=263)Completo: µ (Días)=65, σ (Días)=25 − (inv_id=254, pav_id=264)

●

Estaciones Elevadoras



71

1e−02 5e−02 5e−01 5e+00 5e+01 5e+02

020

4060

8010

0

0.01

0.02

0.03 0.

10.

1

0.2

0.3 11 2 3 1010 20 30 100

100

200

300

1000

10

30

50

70

90

Plantas de TratamientoAlcantarillado.


HAZUS MR4 Manual Técnico 2003 (Pag 8−38 Tabla 8.12.a)Función de Restauración de Alcantarillado


Tiempo (Días)

Por

cent

aje

Fun

cion

al

%

● ● ● ● ●●

●

●

● ● ● ● ● ● ●

Leve/Menor: µ (Días)=1.5, σ (Días)=1 − (inv_id=255, pav_id=265)Moderado: µ (Días)=3.6, σ (Días)=2.5 − (inv_id=256, pav_id=266)Extensivo: µ (Días)=55, σ (Días)=25 − (inv_id=257, pav_id=267)Completo: µ (Días)=160, σ (Días)=60 − (inv_id=258, pav_id=268)

●

Plantas de Tratamiento



72

anÁlisis y evaluaciÓn de riesgo sÍsmico en … · 0 20 40 60 80 100 0.0 1.0 2.0 3.0 10 30 50 70...

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