calculo de teoria de oleaje nrf-003-pemex-2007 5.2 (din)

PLATAFORMA SEAPONY BOLONTIKU-1

TIPO DE PLATAFORMA : 3TIRANTE DE PLATAFORMA = 36.510 m. 119.783 FT.

PARÁMETROS DE DISEÑO PORA OPERACIÓN.

ALTURA DE OLA = 7.204 m. 23.635 FT.ALTURA DE OLA SIGNIFICANTE = 3.522 m. 11.554 FT.PERIODO DE OLA = 8.200 seg. 8.200 seg.ALTURA DE LA MAREA ASTRONÓMICA = 0.760 m. 2.493 FT.ALTURA DE LA MAREA DE TORMENTA = 0.300 m. 0.984 FT.

14.400 m/s. 27.991 Knot.

VELOCIDAD DE CORRIENTE (cm/s)0.00 % DE LA PROFUNDIDAD. 30.000 cm/s. 0.583 Knot.

50.00 % DE LA PROFUNDIDAD. 25.000 cm/s. 0.486 Knot.95.00 % DE LA PROFUNDIDAD. 18.000 cm/s. 0.350 Knot.

VELOCIDAD DE LA CORRIENTE PROMEDIO. = 0.243 m/s. 0.473 Knot.TIRANTE DE AGUA TOTAL (DE DISEÑO) (d) = 37.570 m. 123.261 FT.

DATOS PARA LA OBTENCION DEL PERIODO APARENTE DE OLA.

d/gT² = 0.0570V/gT 0.0030 <<<<

Taap/T (DE GRAFICA 2.3 1-2 API-RP-2A)= 1.0181 <<<<PERIODO APARENTE DE OLA Tapp = 8.348 seg.

SELECCIÓN DE LA TEORIA DE OLEAJE.

H / (gTapp²) = 0.0105 <<<<d / (gTapp²) = 0.0550 <<<<

PARÁMETROS METEOROLÓGICOS Y OCEANOGRÁFICOS PARA CONDICIONES DE OPERACIÓN PARA LITORAL DE TABASCO Y SONDA DE CAMPECHE

VELOCIDAD MÁXIMA DE VIENTO A 10 m. SOBRE EL N.M.M. (m/s), PROMEDIO DE 1 hr.

STREAM FUNCTION = 2LINEAR OR AIRY = 2STOKES 5 = 2

STREAM FUNTION 5

ARCHIVO DE ENTRADA PARA EL PROGRAMA SAC'S 5.2 (SISTEMA INGLES)

CONDICIÓN DE CARGA INICIAL = 32

3.00

ESPECIFIQUE LOS PARAMETROS DE LA POSICION DE CRESTA = 1NUMERO DE INCREMENTOS DE PASOS DE OLA = 3.28NUMERO DE PASOS PARA USARSE EN UN ANALISIS ESTATICO = 5

SELECCION DEL CRITERIO PARA DETERMINAR LA POSICION CRITICA DE OLA =1

MAXIMA SEGMENTACION DE LOS ELEMENTOS A ANÁLIZAR = 10MINIMA SEGMENTACION DE LOS ELEMENTOS A ANÁLIZAR = 2NUMERO DE PANTALLAS DE VIENTO EN DIRECCION X = 4NUMERO DE PANTALLAS DE VIENTO EN DIRECCION Y = 4ID DE AREA SUMERGIDA (MAX. DOS CARACTERES EN PARES.) = ANFACTOR DE BLOQUEO A 0° O SENTIDO LARGO = (API-RP-2A-WSD 2.3.1.b.4) 0.70FACTOR DE BLOQUEO A 90° O SENTIDO CORTO = (API-RP-2A-WSD 2.3.1.b.4) 0.80FACTOR DE BLOQUEO A 45° O DIAGONAL = (API-RP-2A-WSD 2.3.1.b.4) 0.85

SELECCIONE EL TIPO DE CRITERIO PARA ANALIZAR LA CRESTA = 4

LOADCN 32LOADLB 32VIENTO, OLA Y CORRIENTE EN OPERACIÓN A 0.00°WINDWIND 28.00 1.00 000.00 21APX1X2X3X4DRAGDRAG0 ANWAVEWAVE1.00STRE 23.64123.26 8.20 000.00-123.3L-129.42 3.28 5MS10 2 0 5CURRCURR 5.000 0.350 00.000-123.261 0.700 US NL WDP AWPCURR 50.000 0.486 00.000CURR 95.000 0.583 00.000LOADCN 33LOADLB 33VIENTO, OLA Y CORRIENTE EN OPERACIÓN A 45.00°WINDWIND 28.00 1.00 045.00 21APX1X2X3X4Y1Y2Y3Y4DRAGDRAG0 AN

SELECCIONE DEACUERDO A FIGURA 2.3.1-3

FACTOR DE CINEMATICA 0.85 A 0.95 PARA TORMENTAS TROPICALES Y 0.95 A 1.00 PARA TORMENTAS EXTRATROPICALES. (API-RP-2A 2.3.1.b.3) Ó 1.00 PARA CONDICIONES DE OPERACIÓN NRF-003-PEMEX-2007 8.3.2.2

WAVEWAVE1.00STRE 23.64123.26 8.20 045.00-123.3L-129.42 3.28 5MS10 2 0 5CURRCURR 5.000 0.350 45.000-123.261 0.850 US NL WDP AWPCURR 50.000 0.486 45.000CURR 95.000 0.583 45.000LOADCN 34LOADLB 34VIENTO, OLA Y CORRIENTE EN OPERACIÓN A 90.00°WINDWIND 28.00 1.00 090.00 21APY1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE1.00STRE 23.64123.26 8.20 090.00-123.3L-129.42 3.28 5MS10 2 0 5CURR

CURR 5.000 0.350 90.000-123.261 0.800 US NL WDP AWPCURR 50.000 0.486 90.000CURR 95.000 0.583 90.000LOADCN 35LOADLB 35VIENTO, OLA Y CORRIENTE EN OPERACIÓN A 135.00°WINDWIND 28.00 1.00 135.00 21APX1X2X3X4Y1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE1.00STRE 23.64123.26 8.20 135.00-123.3L-129.42 3.28 5MS10 2 0 5CURRCURR 5.000 0.350 135.000-123.261 0.850 US NL WDP AWPCURR 50.000 0.486 135.000CURR 95.000 0.583 135.000LOADCN 36LOADLB 36VIENTO, OLA Y CORRIENTE EN OPERACIÓN A 180.00°WINDWIND 28.00 1.00 180.00 21APX1X2X3X4DRAGDRAG0 ANWAVEWAVE1.00STRE 23.64123.26 8.20 180.00-123.3L-129.42 3.28 5MS10 2 0 5CURRCURR 5.000 0.350 180.000-123.261 0.700 US NL WDP AWPCURR 50.000 0.486 180.000CURR 95.000 0.583 180.000LOADCN 37LOADLB 37VIENTO, OLA Y CORRIENTE EN OPERACIÓN A 225.00°WINDWIND 28.00 1.00 225.00 21APX1X2X3X4Y1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE1.00STRE 23.64123.26 8.20 225.00-123.3L-129.42 3.28 5MS10 2 0 5CURRCURR 5.000 0.350 225.000-123.261 0.850 US NL WDP AWPCURR 50.000 0.486 225.000CURR 95.000 0.583 225.000LOADCN 38LOADLB 38VIENTO, OLA Y CORRIENTE EN OPERACIÓN A 270.00°WINDWIND 28.00 1.00 270.00 21APY1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE1.00STRE 23.64123.26 8.20 270.00-123.3L-129.42 3.28 5MS10 2 0 5CURR

CURR 5.000 0.350 270.000-123.261 0.800 US NL WDP AWPCURR 50.000 0.486 270.000CURR 95.000 0.583 270.000LOADCN 39LOADLB 39VIENTO, OLA Y CORRIENTE EN OPERACIÓN A 315.00°WINDWIND 28.00 1.00 315.00 21APX1X2X3X4Y1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE1.00STRE 23.64123.26 8.20 315.00-123.3L-129.42 3.28 5MS10 2 0 5CURRCURR 5.000 0.350 315.000-123.261 0.850 US NL WDP AWPCURR 50.000 0.486 315.000CURR 95.000 0.583 315.000

REALIZO:A.B.B.

REVISOP.R.O.

APROBÓ:R.R.S.

119.783 FT.

PARÁMETROS DE DISEÑO PORA OPERACIÓN.

23.635 FT.11.554 FT.8.200 seg.2.493 FT.0.984 FT.

27.991 Knot.

0.583 Knot.0.486 Knot.0.350 Knot.

0.473 Knot.123.261 FT.


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PARÁMETROS METEOROLÓGICOS Y OCEANOGRÁFICOS PARA CONDICIONES DE OPERACIÓN PARA LITORAL DE TABASCO Y SONDA DE CAMPECHE

STREAM FUNTION 5


WAVE1.00STRE 23.64123.26 8.20 000.00-123.3L-129.42 3.28 5MS10 2 0 5

CURR 5.000 0.350 00.000-123.261 0.700 US NL WDP AWP


WAVE1.00STRE 23.64123.26 8.20 045.00-123.3L-129.42 3.28 5MS10 2 0 5

CURR 5.000 0.350 45.000-123.261 0.850 US NL WDP AWP

WAVE1.00STRE 23.64123.26 8.20 090.00-123.3L-129.42 3.28 5MS10 2 0 5

CURR 5.000 0.350 90.000-123.261 0.800 US NL WDP AWP

WAVE1.00STRE 23.64123.26 8.20 135.00-123.3L-129.42 3.28 5MS10 2 0 5

CURR 5.000 0.350 135.000-123.261 0.850 US NL WDP AWP

WAVE1.00STRE 23.64123.26 8.20 180.00-123.3L-129.42 3.28 5MS10 2 0 5

CURR 5.000 0.350 180.000-123.261 0.700 US NL WDP AWP

WAVE1.00STRE 23.64123.26 8.20 225.00-123.3L-129.42 3.28 5MS10 2 0 5

CURR 5.000 0.350 225.000-123.261 0.850 US NL WDP AWP

WAVE1.00STRE 23.64123.26 8.20 270.00-123.3L-129.42 3.28 5MS10 2 0 5

CURR 5.000 0.350 270.000-123.261 0.800 US NL WDP AWP

WAVE1.00STRE 23.64123.26 8.20 315.00-123.3L-129.42 3.28 5MS10 2 0 5

CURR 5.000 0.350 315.000-123.261 0.850 US NL WDP AWP

TRIPODETETRAPODOOCTAPODO

0 0 0 06.720 5.204 2.343 1.8168.660 5.500 5.000 2.228

10.000 5.656 10.000 2.66413.192 6.000 15.000 2.94015.000 6.159 20.000 3.10920.000 6.500 25.000 3.25625.000 6.751 30.000 3.39030.000 6.975 35.000 3.50035.000 7.152 40.000 3.58440.000 7.317 45.000 3.65545.000 7.458 50.000 3.72050.000 7.581 55.000 3.78355.000 7.694 60.000 3.84160.000 7.798 65.000 3.89165.000 7.890 70.000 3.93870.000 7.974 75.000 3.98575.000 8.054 80.000 4.03080.000 8.129 85.000 4.06985.000 8.197 90.000 4.11390.000 8.261 95.000 4.16295.000 8.344 100.000 4.172

100.000 8.380CUADRO CRUZ ROMBO ROMBO

-0.015 0.850 -0.015 0.875 -0.015 0.887 -0.015 0.8950.000 1.000 0.000 1.000 0.000 1.000 0.000 1.0000.025 1.250 0.025 1.190 0.025 1.155 0.025 1.140

0.01 0.02 0.04 0.1RESULTADO

0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.00.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

3.522 m.

7.204 m.

1

ALTURA DE OLA

ALTURA DE OLA SIG-NIFICANTE

TIRANTE (M)

ALTURA DE OLA (M)

ING. A.B.B.

-0.015 -0.010 -0.005 0.000 0.005 0.010 0.015 0.020 0.0250.850

0.900

0.950

1.000

1.050

1.100

1.150

1.200

1.250

1.0180d/gT^2 = 0.01d/gT^2 = 0.02d/gT^2 = 0.04d/gT^2 > 0.10Tapp/T

VI/gT

Taap/

T

Figure 2.3.1-2 Doppler Shift Due to Steady Current.

ING. A.B.B.

0.000 1.0000.025 1.149

0.0570

x y x y x y x y x y 0 1E-050.0005 0.0004 0.002 0.00015 0.0033 0.00015 0.0043 0 0.006 0.00018 0.003 5E-050.001 0.0008 0.002 0.0002 0.0033 0.0002 0.0043 0 0.006 0.0002 0.003 7E-050.005 0.0038 0.00205 0.00025 0.0034 0.0004 0.0043 0 0.006 0.0003 0.004 1E-040.01 0.0075 0.0021 0.0004 0.0035 0.0005 0.0044 0 0.006 0.00045 0.005 00.02 0.014 0.0025 0.001 0.0037 0.0007 0.0047 0.001 0.007 0.0009 0.006 00.03 0.0184 0.003 0.0017 0.004 0.0009 0.005 0.001 0.008 0.0013 0.007 00.04 0.021 0.004 0.003 0.0045 0.0013 0.006 0.001 0.009 0.0017 0.008 00.05 0.023 x y 0.005 0.0017 0.007 0.002 0.01 0.002 0.009 00.06 0.0245 0.0026 0.00015 0.006 0.0024 0.008 0.002 0.013 0.0028 0.01 00.07 0.026 0.0026 0.0002 0.007 0.003 0.009 0.003 0.016 0.0035 0.02 0.0010.08 0.0268 0.00265 0.0003 0.008 0.00365 0.01 0.003 0.018 0.004 0.03 0.0010.09 0.0275 0.003 0.0008 0.009 0.0043 0.015 0.005 0.02 0.0045 0.04 0.0010.1 0.028 0.004 0.0018 0.01 0.005 0.02 0.007 0.024 0.0055 0.05 0.0010.2 0.028 0.005 0.0028 0.015 0.008 0.03 0.011 0.028 0.0066 0.06 0.002

0.006 0.0037 0.02 0.0106 0.04 0.014 0.03 0.0072 0.07 0.0020.013 0.00039 0.007 0.0046 0.03 0.015 0.05 0.017 0.04 0.01 0.08 0.0020.013 0.0028 0.008 0.0057 0.04 0.018 0.06 0.019 0.05 0.0125 0.09 0.002

0.009 0.0068 0.05 0.0207 0.07 0.022 0.06 0.0145 0.1 0.0020.06 0.023 0.08 0.024 0.07 0.0165 0.12 0.0020.07 0.025 0.09 0.026 0.08 0.0185 0.14 0.0020.08 0.0265 0.1 0.027 0.09 0.02 0.16 0.002

0.12 0.028 0.1 0.0215 0.18 0.0020.12 0.0232 0.2 0.0020.14 0.0240.16 0.0240.18 0.0240.2 0.024

-0.015 -0.010 -0.005 0.000 0.005 0.010 0.015 0.020 0.0250.850

0.900

0.950

1.000

1.050

1.100

1.150

1.200

1.250


VI/gT

Taap/

T


ING. A.B.B.

0.0005 0.005 0.050.00001

0.0001

0.001

0.01

0.1

0.0105

2

STOKES 5 OR STREAM FUNCTION 3

LINEAR/AIRY OR STREAM FUNCTION 3STREAM FUNCTION

___d___ gTapp²

>11

11

97 5

3

Intermediate Depth WavesShallow Water Wa-

ves

Deep Wa-ter Waves

Hb

Deep Water Breaking Limit H/L = 0.14

Shallow Water Breaking Limit H/d = 0.78

___H__ gTapp²

Figure 2.3.1-3-Regions of Applocability of Stream Function, Stokes V. and Linear Wave Theory.

ING. A.B.B.

0.0005 0.005 0.050.00001

0.0001

0.001

0.01

0.1

0.0105

2



___d___ gTapp²

>11

11

97 5

3


ves

Deep Wa-ter Waves

Hb



___H__ gTapp²


ING. A.B.B.

0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.00.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

3.522 m.

7.204 m.

1

ALTURA DE OLA

ALTURA DE OLA SIG-NIFICANTE

TIRANTE (M)

ALTURA DE OLA (M)

ING. A.B.B.

-0.015 -0.010 -0.005 0.000 0.005 0.010 0.015 0.020 0.0250.850

0.900

0.950

1.000

1.050

1.100

1.150

1.200

1.250


VI/gT

Taap/

T


ING. A.B.B.

-0.015 -0.010 -0.005 0.000 0.005 0.010 0.015 0.020 0.0250.850

0.900

0.950

1.000

1.050

1.100

1.150

1.200

1.250


VI/gT

Taap/

T


ING. A.B.B.

0.0005 0.005 0.050.00001

0.0001

0.001

0.01

0.1

0.0105

2



___d___ gTapp²

>11

11

97 5

3


ves

Deep Wa-ter Waves

Hb



___H__ gTapp²


ING. A.B.B.

0.0005 0.005 0.050.00001

0.0001

0.001

0.01

0.1

0.0105

2



___d___ gTapp²

>11

11

97 5

3


ves

Deep Wa-ter Waves

Hb



___H__ gTapp²


ING. A.B.B.


TIPO DE PLATAFORMA : 2TIRANTE DE PLATAFORMA : 36.510 m. 119.783 FT.

PARÁMETROS DE DISEÑO POR TORMENTA.

ALTURA DE OLA = 15.195 m. 49.852 FT.PERIODO DE OLA = 12.180 seg. 12.180 seg.ALTURA DE LA MAREA ASTRONÓMICA = 0.760 m. 2.493 FT.ALTURA DE LA MAREA DE TORMENTA = 0.672 m. 2.205 FT.

29.596 m/s. 57.531 Knot.





d/gT² = 0.0261V/gT 0.0099 <<<<



H / (gTapp²) = 0.0091 <<<<d / (gTapp²) = 0.0228 <<<<

INFORMACIÓN METEOROLÓGICA DE EXTREMOS PARA LITORAL DE TABASCO Y SONDA DE CAMPECHE

PARÁMETROS DE DISEÑO POR TORMENTA


STREAM FUNCTION = 3LINEAR/AIRY [SI (1)/NO (0)] = 2STOKES 5 [SI (1) / NO (0)] = 1

STOKES OR STREAM FUNTION 7


CONDICION DE CARGA INICIAL = 41

1.00

ESPECIFIQUE LOS PARAMETROS DE LA POSICION DE CRESTA = 1

NUMERO DE INCREMENTOS DE PASOS DE OLA = 3.28NUMERO DE PASOS PARA USARSE EN UN ANALISIS ESTATICO = 40


MAXIMA SEGMENTACION DE LOS ELEMENTOS A ANÁLIZAR = 10MINIMA SEGMENTACION DE LOS ELEMENTOS A ANÁLIZAR = 2NUMERO DE PANTALLAS DE VIENTO EN DIRECCION X = 4NUMERO DE PANTALLAS DE VIENTO EN DIRECCION Y = 4ID DE AREA SUMERGIDA (MAX. DOS CARACTERES EN PARES.) = ANFACTOR DE BLOQUEO A 0° O SENTIDO LARGO = (API-RP-2A-WSD 2.3.1.b.4) 0.80FACTOR DE BLOQUEO A 90° O SENTIDO CORTO = (API-RP-2A-WSD 2.3.1.b.4) 0.80FACTOR DE BLOQUEO A 45° O DIAGONAL = (API-RP-2A-WSD 2.3.1.b.4) 0.85SELECCIONE EL TIPO DE CRITERIO PARA ANALIZAR LA CRESTA = 4

LOADCN 41LOADLB 41VIENTO, OLA Y CORRIENTE EN TORMENTA A 0.00°WINDWIND 58.00 1.00 000.00 21APX1X2X3X4DRAGDRAG0 ANWAVEWAVE0.85STRE 49.85124.48 12.18 000.00-124.5L-30.71 3.28 40MS10 2 0 7CURRCURR 5.000 2.169 00.000-124.482 0.800 US NL WDP AWPCURR 50.000 2.284 00.000CURR 95.000 2.430 00.000LOADCN 42LOADLB 42VIENTO, OLA Y CORRIENTE EN TORMENTA A 45.00°WINDWIND 58.00 1.00 045.00 21APX1X2X3X4Y1Y2Y3Y4DRAG


FACTOR DE CINEMATICA 0.85 A 0.95 PARA TORMENTAS TROPICALES Y 0.95 A 1.00 PARA TORMENTAS EXTRATROPICALES. (API-RP-2A 2.3.1.b.3) Ó 0.85 PARA CONDICIONES DE OPERACIÓN NRF-003-PEMEX-2007 8.3.1.2

DRAG0 ANWAVEWAVE1.00STRE 49.85124.48 12.18 045.00-124.5L-30.71 3.28 40MS10 2 0 7CURRCURR 5.000 2.169 45.000-124.482 0.850 US NL WDP AWPCURR 50.000 2.284 45.000CURR 95.000 2.430 45.000LOADCN 43LOADLB 43VIENTO, OLA Y CORRIENTE EN TORMENTA A 90.00°WINDWIND 58.00 1.00 090.00 21APY1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE1.00STRE 49.85124.48 12.18 090.00-124.5L-30.71 3.28 40MS10 2 0 7

CURRCURR 5.000 2.169 90.000-124.482 0.800 US NL WDP AWPCURR 50.000 2.284 90.000CURR 95.000 2.430 90.000LOADCN 44LOADLB 44VIENTO, OLA Y CORRIENTE EN TORMENTA A 135.00°WINDWIND 58.00 1.00 135.00 21APX1X2X3X4Y1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE1.00STRE 49.85124.48 12.18 135.00-124.5L-30.71 3.28 40MS10 2 0 7CURRCURR 5.000 2.169 135.000-124.482 0.850 US NL WDP AWPCURR 50.000 2.284 135.000CURR 95.000 2.430 135.000LOADCN 45LOADLB 45VIENTO, OLA Y CORRIENTE EN TORMENTA A 180.00°WINDWIND 58.00 1.00 180.00 21APX1X2X3X4DRAGDRAG0 ANWAVEWAVE1.00STRE 49.85124.48 12.18 180.00-124.5L-30.71 3.28 40MS10 2 0 7CURRCURR 5.000 2.169 180.000-124.482 0.800 US NL WDP AWPCURR 50.000 2.284 180.000CURR 95.000 2.430 180.000LOADCN 46LOADLB 46VIENTO, OLA Y CORRIENTE EN TORMENTA A 225.00°WINDWIND 58.00 1.00 225.00 21APX1X2X3X4Y1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE1.00STRE 49.85124.48 12.18 225.00-124.5L-30.71 3.28 40MS10 2 0 7CURRCURR 5.000 2.169 225.000-124.482 0.850 US NL WDP AWPCURR 50.000 2.284 225.000CURR 95.000 2.430 225.000LOADCN 47LOADLB 47VIENTO, OLA Y CORRIENTE EN TORMENTA A 270.00°WINDWIND 58.00 1.00 270.00 21APY1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE1.00STRE 49.85124.48 12.18 270.00-124.5L-30.71 3.28 40MS10 2 0 7

CURRCURR 5.000 2.169 270.000-124.482 0.800 US NL WDP AWPCURR 50.000 2.284 270.000CURR 95.000 2.430 270.000LOADCN 48LOADLB 48VIENTO, OLA Y CORRIENTE EN TORMENTA A 315.00°WINDWIND 58.00 1.00 315.00 21APX1X2X3X4Y1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE1.00STRE 49.85124.48 12.18 315.00-124.5L-30.71 3.28 40MS10 2 0 7CURRCURR 5.000 2.169 315.000-124.482 0.850 US NL WDP AWPCURR 50.000 2.284 315.000CURR 95.000 2.430 315.000

REALIZO:A.B.B.

REVISOP.R.O.

APROBÓ:R.R.S.

119.783 FT.

PARÁMETROS DE DISEÑO POR TORMENTA.

49.852 FT.12.180 seg.

2.493 FT.2.205 FT.

57.531 Knot.

2.430 Knot.2.284 Knot.2.169 Knot.

2.294 Knot.124.482 FT.


<<<<<<<<


<<<<<<<<

INFORMACIÓN METEOROLÓGICA DE EXTREMOS PARA LITORAL DE TABASCO Y SONDA DE

PARÁMETROS DE DISEÑO POR TORMENTA



WAVE0.85STRE 49.85124.48 12.18 000.00-124.5L-30.71 3.28 40MS10 2 0 7

CURR 5.000 2.169 00.000-124.482 0.800 US NL WDP AWP


WAVE1.00STRE 49.85124.48 12.18 045.00-124.5L-30.71 3.28 40MS10 2 0 7

CURR 5.000 2.169 45.000-124.482 0.850 US NL WDP AWP

WAVE1.00STRE 49.85124.48 12.18 090.00-124.5L-30.71 3.28 40MS10 2 0 7

CURR 5.000 2.169 90.000-124.482 0.800 US NL WDP AWP

WAVE1.00STRE 49.85124.48 12.18 135.00-124.5L-30.71 3.28 40MS10 2 0 7

CURR 5.000 2.169 135.000-124.482 0.850 US NL WDP AWP

WAVE1.00STRE 49.85124.48 12.18 180.00-124.5L-30.71 3.28 40MS10 2 0 7

CURR 5.000 2.169 180.000-124.482 0.800 US NL WDP AWP

WAVE1.00STRE 49.85124.48 12.18 225.00-124.5L-30.71 3.28 40MS10 2 0 7

CURR 5.000 2.169 225.000-124.482 0.850 US NL WDP AWP

WAVE1.00STRE 49.85124.48 12.18 270.00-124.5L-30.71 3.28 40MS10 2 0 7

CURR 5.000 2.169 270.000-124.482 0.800 US NL WDP AWP

WAVE1.00STRE 49.85124.48 12.18 315.00-124.5L-30.71 3.28 40MS10 2 0 7

CURR 5.000 2.169 315.000-124.482 0.850 US NL WDP AWP

X Y0 0

16.094 12.53220.000 13.20425.000 13.94230.000 14.53235.000 15.04640.000 15.51450.000 16.23255.000 16.53060.000 16.81665.000 17.09470.000 17.35075.000 17.57280.000 17.77285.000 17.96490.000 18.15495.000 18.338

100.000 18.498

0 26.398 0 20100 35.158

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.000.000

2.000

4.000

6.000

8.000

10.000

12.000

14.000

16.000

18.000

20.000

1

15.195 m.

TIRANTE (m)

ALTURA DE OLA (m)

ING. A.B.B.

Figura A.1.1 Altura de la ola máxima de diseño por tormenta.

0 10 20 30 40 50 60 70 80 90 10020

25

30

35

40

1

29.596 m/s.

TIRANTE (M)

ING. A.B.B.

Figura A.1.2 Velocidad máxima del viento a 10 m sobre el NMM, promedio de 1 hora, Litoral Tabasco y Sonda de Campeche.

VELOCIDAD DE VIENTO (m/s)

TIRANTE (M)

0.000 40.000 67.2110.000 120.000 35.000 67.500

35.000 67.500 100.000 55.146

CUADRO CRUZ ROMBO ROMBO-0.015 0.850 -0.015 0.875 -0.015 0.887 -0.015 0.8950.000 1.000 0.000 1.000 0.000 1.000 0.000 1.0000.025 1.250 0.025 1.190 0.025 1.155 0.025 1.140

0.01 0.02 0.04 0.1RESULTADO

0.000 1.0000.025 1.177

0.0261

2.5 81.8505 20 12520 125 100 60

100 125 20 125100 89.54

060 125.000 cm/s.

36.510 m. 125.000 cm/s.

117.479 cm/s.

0 10 20 30 40 50 60 70 80 90 10020

25

30

35

40

1

29.596 m/s.

TIRANTE (M)

ING. A.B.B.



TIRANTE (M)

0 10 20 30 40 50 60 70 80 90 10040

60

80

100

120

140

1

67.211

TIRANTE (M)

ING. A.B.B.

MMAREA DE TORMENTA (Cm)

TIRANTE (M)

Figura A.1.3 Mareas de tormentas en Litoral Tabasco y Sonda de Campeche.

0 10 20 30 40 50 60 70 80 90 10060

70

80

90

100

110

120

130

111.586 cm/s.

117.479 cm/s.

125.000 cm/s.

1

Figura A.1.4 Velocidades de corrientes en Litoral Tabasco y Sonda de Campeche.

ING. A.B.B.

TIRANTE (M)


0% DE LA PROFUNDIDAD)



111.586 cm/s.

-0.015 -0.010 -0.005 0.000 0.005 0.010 0.015 0.020 0.0250.850

0.900

0.950

1.000

1.050

1.100

1.150

1.200

1.250

1.0699

d/gT^2 = 0.01d/gT^2 = 0.02d/gT^2 = 0.04d/gT^2 > 0.10Tapp/T

VI/gT

Taap/

T


ING. A.B.B.

0 10 20 30 40 50 60 70 80 90 10060

70

80

90

100

110

120

130

111.586 cm/s.

117.479 cm/s.

125.000 cm/s.

1


ING. A.B.B.

TIRANTE (M)





x y x y x y x y0.000500 0.000400 0.002000 0.000150 0.003300 0.000150 0.004300 0.0001500.001000 0.000800 0.002000 0.000200 0.003300 0.000200 0.004300 0.0002000.005000 0.003800 0.002050 0.000250 0.003400 0.000400 0.004300 0.0003000.010000 0.007500 0.002100 0.000400 0.003500 0.000500 0.004400 0.0004000.020000 0.014000 0.002500 0.001000 0.003700 0.000700 0.004700 0.0006000.030000 0.018400 0.003000 0.001700 0.004000 0.000900 0.005000 0.0007800.040000 0.021000 0.004000 0.003000 0.004500 0.001300 0.006000 0.0013000.050000 0.023000 x y 0.005000 0.001700 0.007000 0.0018000.060000 0.024500 0.002600 0.000150 0.006000 0.002400 0.008000 0.0022000.070000 0.026000 0.002600 0.000200 0.007000 0.003000 0.009000 0.0026500.080000 0.026800 0.002650 0.000300 0.008000 0.003650 0.010000 0.0031000.090000 0.027500 0.003000 0.000800 0.009000 0.004300 0.015000 0.0051000.100000 0.028000 0.004000 0.001800 0.010000 0.005000 0.020000 0.0070000.200000 0.028000 0.005000 0.002800 0.015000 0.008000 0.030000 0.010700

0.006000 0.003700 0.020000 0.010600 0.040000 0.0140000.013000 0.000390 0.007000 0.004600 0.030000 0.015000 0.050000 0.0170000.013000 0.002800 0.008000 0.005700 0.040000 0.018000 0.060000 0.019300

0.009000 0.006800 0.050000 0.020700 0.070000 0.0220000.060000 0.023000 0.080000 0.0240000.070000 0.025000 0.090000 0.0260000.080000 0.026500 0.100000 0.027000

0.120000 0.028000

-0.015 -0.010 -0.005 0.000 0.005 0.010 0.015 0.020 0.0250.850

0.900

0.950

1.000

1.050

1.100

1.150

1.200

1.250

1.0699


VI/gT

Taap/

T


ING. A.B.B.

0.0005 0.005 0.050.00001

0.0001

0.001

0.01

0.1

0.0091

2



___d___ gTapp²

>11

11

97 5

3


ves

Deep Water Waves

Hb



___H__ gTapp²


ING. A.B.B.

0.0005 0.005 0.050.00001

0.0001

0.001

0.01

0.1

0.0091

2



___d___ gTapp²

>11

11

97 5

3


ves

Deep Water Waves

Hb



___H__ gTapp²


ING. A.B.B.

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.000.000

2.000

4.000

6.000

8.000

10.000

12.000

14.000

16.000

18.000

20.000

1

15.195 m.

TIRANTE (m)

ALTURA DE OLA (m)

ING. A.B.B.


0 10 20 30 40 50 60 70 80 90 10020

25

30

35

40

1

29.596 m/s.

TIRANTE (M)

ING. A.B.B.



TIRANTE (M)

0 10 20 30 40 50 60 70 80 90 10020

25

30

35

40

1

29.596 m/s.

TIRANTE (M)

ING. A.B.B.



TIRANTE (M)

0 10 20 30 40 50 60 70 80 90 10040

60

80

100

120

140

1

67.211

TIRANTE (M)

ING. A.B.B.


TIRANTE (M)


0 10 20 30 40 50 60 70 80 90 10060

70

80

90

100

110

120

130

111.586 cm/s.

117.479 cm/s.

125.000 cm/s.

1


ING. A.B.B.

TIRANTE (M)





-0.015 -0.010 -0.005 0.000 0.005 0.010 0.015 0.020 0.0250.850

0.900

0.950

1.000

1.050

1.100

1.150

1.200

1.250

1.0699


VI/gT

Taap/

T


ING. A.B.B.

0 10 20 30 40 50 60 70 80 90 10060

70

80

90

100

110

120

130

111.586 cm/s.

117.479 cm/s.

125.000 cm/s.

1


ING. A.B.B.

TIRANTE (M)





x y 0.000100 0.0000100.005800 0.000180 0.002500 0.0000500.005800 0.000200 0.003000 0.0000650.005800 0.000300 0.004000 0.0000950.006000 0.000450 0.005000 0.0001300.007000 0.000900 0.006000 0.0001600.008000 0.001300 0.007000 0.0001900.009000 0.001700 0.008000 0.0002250.010000 0.002000 0.009000 0.0002600.013000 0.002800 0.010000 0.0002900.016000 0.003500 0.020000 0.0006500.018000 0.004000 0.030000 0.0009500.020000 0.004500 0.040000 0.0012000.024000 0.005500 0.050000 0.0014500.028000 0.006600 0.060000 0.0016100.030000 0.007200 0.070000 0.0017200.040000 0.010000 0.080000 0.0018000.050000 0.012500 0.090000 0.0018500.060000 0.014500 0.100000 0.0018800.070000 0.016500 0.120000 0.0019100.080000 0.018500 0.140000 0.0019200.090000 0.020000 0.160000 0.0019300.100000 0.021500 0.180000 0.0019500.120000 0.023200 0.200000 0.0019500.140000 0.0240000.160000 0.0240000.180000 0.0240000.200000 0.024000

-0.015 -0.010 -0.005 0.000 0.005 0.010 0.015 0.020 0.0250.850

0.900

0.950

1.000

1.050

1.100

1.150

1.200

1.250

1.0699


VI/gT

Taap/

T


ING. A.B.B.

0.0005 0.005 0.050.00001

0.0001

0.001

0.01

0.1

0.0091

2



___d___ gTapp²

>11

11

97 5

3


ves

Deep Water Waves

Hb



___H__ gTapp²


ING. A.B.B.

0.0005 0.005 0.050.00001

0.0001

0.001

0.01

0.1

0.0091

2



___d___ gTapp²

>11

11

97 5

3


ves

Deep Water Waves

Hb



___H__ gTapp²


ING. A.B.B.

BOLONTIKU-1REALIZO:A.B.B.

REVISOP.R.O.

APROBÓ:R.R.S.

TIPO DE PLATAFORMA : 1TIRANTE DE PLATAFORMA = 35.742 m. 117.264 FT.

PARÁMETROS DE DISEÑO POR TORMENTA.DATOS PARA R. U.

ALTURA DE OLA = 15.125 m. 68.480 FT.PERIODO DE OLA = 13.642 seg. 13.642 seg.ALTURA DE LA MAREA ASTRONÓMICA = 0.760 m. 2.493 FT.ALTURA DE LA MAREA DE TORMENTA = 1.017 m. 3.337 FT.

29.529 m/s. 80.360 Knot.





d/gT² = 0.0208V/gT 0.0180 <<<<



H / (gTapp²) = 0.0065 <<<<d / (gTapp²) = 0.0163 <<<<

STREAM FUNCTION = 2LINEAR/AIRY [SI (1)/NO (0)] = 2STOKES 5 [SI (1) / NO (0)] = 1



CONDICION DE CARGA INICIAL = 35

0.85

ESPECIFIQUE LAS UNIDADES DE LA POSICION DE CRESTA = 1

INFORMACIÓN METEOROLÓGICA DE EXTREMOS PARA LITORAL DE TABASCO Y SONDA DE CAMPECHEPARÁMETROS DE DISEÑO POR TORMENTA



FACTOR DE CINEMATICA 0.85 (8.5.3 NRF-003-PEMEX-2007 Y API-RP-2A 2.3.1.b.3)

NUMERO DE INCREMENTOS DE PASOS DE OLA = 3.28NUMERO DE PASOS PARA USARSE EN UN ANALISIS ESTATICO = 40


MAXIMA SEGMENTACION DE LOS ELEMENTOS A ANÁLIZAR = 10MINIMA SEGMENTACION DE LOS ELEMENTOS A ANÁLIZAR = 2NUMERO DE PANTALLAS DE VIENTO EN DIRECCION X = 4NUMERO DE PANTALLAS DE VIENTO EN DIRECCION Y = 4ID DE AREA SUMERGIDA (MAX. DOS CARACTERES EN PARES.) = ANFACTOR DE BLOQUEO A 0° O SENTIDO LARGO = (API-RP-2A-WSD 2.3.1.b.4) 0.90FACTOR DE BLOQUEO A 90° O SENTIDO CORTO = (API-RP-2A-WSD 2.3.1.b.4) 0.90FACTOR DE BLOQUEO A 45° O DIAGONAL = (API-RP-2A-WSD 2.3.1.b.4) 0.90SELECCIONE EL TIPO DE CRITERIO PARA ANALIZAR LA CRESTA. = 4

LOADCN 35LOADLB 35VIENTO, OLA Y CORRIENTE EN TORMENTA PARA R. U. A 0.00°WINDWIND 80.00 1.00 000.00 21APX1X2X3X4DRAGDRAG0 ANWAVEWAVE0.85STRE 68.48124.80 13.64 000.00-124.8L-31.04 3.28 40MS10 2 3 5CURRCURR 5.000 4.450 00.000-124.796 0.900 US NL WDP AWPCURR 50.000 4.672 00.000CURR 95.000 4.957 00.000LOADCN 36LOADLB 36VIENTO, OLA Y CORRIENTE EN TORMENTA PARA R. U. A 45.00°WINDWIND 80.00 1.00 045.00 21APX1X2X3X4Y1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE0.85STRE 68.48124.80 13.64 045.00-124.8L-31.04 3.28 40MS10 2 3 5CURRCURR 5.000 4.450 45.000-124.796 0.900 US NL WDP AWPCURR 50.000 4.672 45.000CURR 95.000 4.957 45.000LOADCN 37LOADLB 37VIENTO, OLA Y CORRIENTE EN TORMENTA PARA R. U. A 90.00°WINDWIND 80.00 1.00 090.00 21APY1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE0.85STRE 68.48124.80 13.64 090.00-124.8L-31.04 3.28 40MS10 2 3 5

CURRCURR 5.000 4.450 90.000-124.796 0.900 US NL WDP AWPCURR 50.000 4.672 90.000CURR 95.000 4.957 90.000LOADCN 38LOADLB 38VIENTO, OLA Y CORRIENTE EN TORMENTA PARA R. U. A 135.00°WINDWIND 80.00 1.00 135.00 21APX1X2X3X4Y1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE0.85STRE 68.48124.80 13.64 135.00-124.8L-31.04 3.28 40MS10 2 3 5CURRCURR 5.000 4.450 135.000-124.796 0.900 US NL WDP AWPCURR 50.000 4.672 135.000CURR 95.000 4.957 135.000LOADCN 39LOADLB 39VIENTO, OLA Y CORRIENTE EN TORMENTA PARA R. U. A 180.00°WINDWIND 80.00 1.00 180.00 21APX1X2X3X4DRAGDRAG0 ANWAVEWAVE0.85STRE 68.48124.80 13.64 180.00-124.8L-31.04 3.28 40MS10 2 3 5CURRCURR 5.000 4.450 180.000-124.796 0.900 US NL WDP AWPCURR 50.000 4.672 180.000CURR 95.000 4.957 180.000LOADCN 40LOADLB 40VIENTO, OLA Y CORRIENTE EN TORMENTA PARA R. U. A 225.00°WINDWIND 80.00 1.00 225.00 21APX1X2X3X4Y1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE0.85STRE 68.48124.80 13.64 225.00-124.8L-31.04 3.28 40MS10 2 3 5CURRCURR 5.000 4.450 225.000-124.796 0.900 US NL WDP AWPCURR 50.000 4.672 225.000CURR 95.000 4.957 225.000LOADCN 41LOADLB 41VIENTO, OLA Y CORRIENTE EN TORMENTA PARA R. U. A 270.00°WINDWIND 80.00 1.00 270.00 21APY1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE0.85STRE 68.48124.80 13.64 270.00-124.8L-31.04 3.28 40MS10 2 3 5CURRCURR 5.000 4.450 270.000-124.796 0.900 US NL WDP AWPCURR 50.000 4.672 270.000CURR 95.000 4.957 270.000LOADCN 42LOADLB 42VIENTO, OLA Y CORRIENTE EN TORMENTA PARA R. U. A 315.00°WINDWIND 80.00 1.00 315.00 21APX1X2X3X4Y1Y2Y3Y4DRAGDRAG0 ANWAVEWAVE0.85STRE 68.48124.80 13.64 315.00-124.8L-31.04 3.28 40MS10 2 3 5CURRCURR 5.000 4.450 315.000-124.796 0.900 US NL WDP AWP

CURR 50.000 4.672 315.000CURR 95.000 4.957 315.000

X Y0 0

16.094 12.53220.000 13.20425.000 13.94230.000 14.53235.000 15.04640.000 15.51450.000 16.23255.000 16.53060.000 16.81665.000 17.09470.000 17.35075.000 17.57280.000 17.77285.000 17.96490.000 18.15495.000 18.338

100.000 18.498

0 26.398 0 20100 35.158

0.000 40.000 67.3570.000 120.000 35.000 67.500

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.000.000

2.000

4.000

6.000

8.000

10.000

12.000

14.000

16.000

18.000

20.000

1

15.125 m.

TIRANTE (m)

ALTURA DE OLA (m)

ING. A.B.B.


0 10 20 30 40 50 60 70 80 90 10020

25

30

35

40

1

29.529 m/s.

TIRANTE (M)

ING. A.B.B.



TIRANTE (M)


0 10 20 30 40 50 60 70 80 90 10040

60

80

100

120

140

1

67.357

TIRANTE (M)

ING. A.B.B.


TIRANTE (M)


35.000 67.500 100.000 55.146

CUADRO CRUZ ROMBO ROMBO-0.015 0.850 -0.015 0.875 -0.015 0.887 -0.015 0.8950.000 1.000 0.000 1.000 0.000 1.000 0.000 1.0000.025 1.250 0.025 1.190 0.025 1.155 0.025 1.140

0.01 0.02 0.04 0.1RESULTADO

0.000 1.0000.025 1.180

0.0208

2.5 81.8505 20 12520 125 100 60

100 125 20 125100 89.54

060 125.000 cm/s.

35.742 m. 125.000 cm/s.

117.829 cm/s.112.210 cm/s.

-0.015 -0.010 -0.005 0.000 0.005 0.010 0.015 0.020 0.0250.850

0.900

0.950

1.000

1.050

1.100

1.150

1.200

1.250

1.1296


VI/gT

Taap/

T


ING. A.B.B.

0 10 20 30 40 50 60 70 80 90 10040

60

80

100

120

140

1

67.357

TIRANTE (M)

ING. A.B.B.


TIRANTE (M)


0 10 20 30 40 50 60 70 80 90 10060

70

80

90

100

110

120

130

112.210 cm/s.

117.829 cm/s.

125.000 cm/s.

1


ING. A.B.B.

TIRANTE (M)





x y x y x y x y x y 0.000100 0.0000100.000500 0.000400 0.002000 0.000150 0.003300 0.000150 0.004300 0.000150 0.005800 0.000180 0.002500 0.0000500.001000 0.000800 0.002000 0.000200 0.003300 0.000200 0.004300 0.000200 0.005800 0.000200 0.003000 0.0000650.005000 0.003800 0.002050 0.000250 0.003400 0.000400 0.004300 0.000300 0.005800 0.000300 0.004000 0.0000950.010000 0.007500 0.002100 0.000400 0.003500 0.000500 0.004400 0.000400 0.006000 0.000450 0.005000 0.0001300.020000 0.014000 0.002500 0.001000 0.003700 0.000700 0.004700 0.000600 0.007000 0.000900 0.006000 0.0001600.030000 0.018400 0.003000 0.001700 0.004000 0.000900 0.005000 0.000780 0.008000 0.001300 0.007000 0.0001900.040000 0.021000 0.004000 0.003000 0.004500 0.001300 0.006000 0.001300 0.009000 0.001700 0.008000 0.0002250.050000 0.023000 x y 0.005000 0.001700 0.007000 0.001800 0.010000 0.002000 0.009000 0.0002600.060000 0.024500 0.002600 0.000150 0.006000 0.002400 0.008000 0.002200 0.013000 0.002800 0.010000 0.0002900.070000 0.026000 0.002600 0.000200 0.007000 0.003000 0.009000 0.002650 0.016000 0.003500 0.020000 0.0006500.080000 0.026800 0.002650 0.000300 0.008000 0.003650 0.010000 0.003100 0.018000 0.004000 0.030000 0.0009500.090000 0.027500 0.003000 0.000800 0.009000 0.004300 0.015000 0.005100 0.020000 0.004500 0.040000 0.0012000.100000 0.028000 0.004000 0.001800 0.010000 0.005000 0.020000 0.007000 0.024000 0.005500 0.050000 0.0014500.200000 0.028000 0.005000 0.002800 0.015000 0.008000 0.030000 0.010700 0.028000 0.006600 0.060000 0.001610

0.006000 0.003700 0.020000 0.010600 0.040000 0.014000 0.030000 0.007200 0.070000 0.0017200.013000 0.000390 0.007000 0.004600 0.030000 0.015000 0.050000 0.017000 0.040000 0.010000 0.080000 0.0018000.013000 0.002800 0.008000 0.005700 0.040000 0.018000 0.060000 0.019300 0.050000 0.012500 0.090000 0.001850

0.009000 0.006800 0.050000 0.020700 0.070000 0.022000 0.060000 0.014500 0.100000 0.0018800.060000 0.023000 0.080000 0.024000 0.070000 0.016500 0.120000 0.0019100.070000 0.025000 0.090000 0.026000 0.080000 0.018500 0.140000 0.0019200.080000 0.026500 0.100000 0.027000 0.090000 0.020000 0.160000 0.001930

0.120000 0.028000 0.100000 0.021500 0.180000 0.0019500.120000 0.023200 0.200000 0.0019500.140000 0.0240000.160000 0.0240000.180000 0.0240000.200000 0.024000

-0.015 -0.010 -0.005 0.000 0.005 0.010 0.015 0.020 0.0250.850

0.900

0.950

1.000

1.050

1.100

1.150

1.200

1.250

1.1296


VI/gT

Taap/

T


ING. A.B.B.

0.0005 0.005 0.050.00001

0.0001

0.001

0.01

0.1

0.0065

2



___d___ gTapp²

>11

11

97 5

3


ves

Deep Water Waves

Hb



___H__ gTapp²


ING. A.B.B.

0.0005 0.005 0.050.00001

0.0001

0.001

0.01

0.1

0.0065

2



___d___ gTapp²

>11

11

97 5

3


ves

Deep Water Waves

Hb



___H__ gTapp²


ING. A.B.B.


NRF-003-PEMEX-2007 LOCALIZACION DE LA ELEVACIÓN DE LA CRESTA DE LA OLA.

EDIT ELEVATION DATASUPERIOR BOAT DECK ELEVATION : 27.590 m.INFERIOR BOAT DECK ELEVATION : 19.100 m.SUBLEVEL : 14.500 m.WORKING POINT: 7.315 m.

OUTPUT SAC'S DATAWATER DEPTH = 65.495 m.MUDLINE ELEVATION = -63.800 m.CREST WATER DEPTH = 79.839 m.WAVE HEIGHT = 23.500 m.CREST ELEVATION = 16.039 m.CREST POSITION = -35.000 m.WAVE PERIOD = 13.640 seg.

REALIZO:A.B.B.

REVISOP.R.O.

APROBÓ:R.R.S.

NRF-003-PEMEX-2007 LOCALIZACION DE LA ELEVACIÓN DE LA CRESTA DE LA OLA.

EDIT ELEVATION DATA90.518 FT.62.664 FT.47.572 FT.24.000 FT.

OUTPUT SAC'S DATA214.880 FT.-209.319 FT.261.940 FT.77.100 FT.52.621 FT.

-114.829 FT.13.640 seg.

PLATAFORMA

-65.495 m. -214.880 FT. 12.858 m. 42.185 FT.63.800 m. 209.319 FT. -12.858 m. -42.185 FT.

52.621 FT.35.000 m. 114.829 FT. 6.858 m. 22.500 FT.-7.461 m. -24.479 FT. -6.858 m. -22.500 FT.71.116 m. 233.319 FT. 6.868 m. 22.533 FT.15.747 m. -6.868 m. -22.533 FT.-15.747 m.

SUBNIVEL2.56598 3.858 m. 12.657 FT.-35.000 m. -7.461 m. -10 0.54402 -3.858 m. -12.657 FT.-21.360 m. 16.039 m. -9 -0.41212

-7.720 m. -7.461 m. -8 -0.989365.920 m. 16.039 m. -7 -0.65699

19.560 m. -7.461 m. -6 0.2794233.200 m. 16.039 m. -5 0.9589246.840 m. -7.461 m. -4 0.756860.480 m. 16.039 m. -3 -0.1411274.120 m. -7.461 m. -2 -0.909387.760 m. 16.039 m. -1 -0.84147

0 01 0.841472 0.90933 0.141124 -0.75685 -0.958926 -0.279427 0.656998 0.98936

-40 m. -20 m. 0 m. 20 m. 40 m. 60 m.

-80 m.

-60 m.

-40 m.

-20 m.

0 m.

20 m.

40 m.

27.590 m.

14.500 m.

CREST ELEVATION -7.461 m.

19.100 m.CREST ELEVATION 16.039 m.

MUDLINE ELEVATION -63.800 m.

N.M.M (±) 0.000

BY : ING. A.B.B

9 0.4121210 -0.54402

PLATAFORMA

42.185 FT.-42.185 FT.

22.500 FT.-22.500 FT.22.533 FT.-22.533 FT.

SUBNIVEL12.657 FT.-12.657 FT.

-40 m. -20 m. 0 m. 20 m. 40 m. 60 m.

-80 m.

-60 m.

-40 m.

-20 m.

0 m.

20 m.

40 m.

27.590 m.

14.500 m.

CREST ELEVATION -7.461 m.

19.100 m.CREST ELEVATION 16.039 m.

MUDLINE ELEVATION -63.800 m.

N.M.M (±) 0.000

BY : ING. A.B.B

calculo de teoria de oleaje nrf-003-pemex-2007 5.2 (din)

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