GulfofMexico coremeasurementsandaVSP...

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Attenuation of rock salt: Gulf of Mexico core measurements and a VSP survey Jingjing Zong 1,2 , Robert R. Stewart 2 , Nikolay Dyaur 2 1. National University of Singapore 2. University of Houston

Transcript of GulfofMexico coremeasurementsandaVSP...

Page 1: GulfofMexico coremeasurementsandaVSP surveysgpnus.org/presentations/SEG_2019/SEG19_PPT_JingjingZong.pdfAttenuation ofrocksalt: GulfofMexico coremeasurementsandaVSP survey Jingjing

Attenuation of rock salt:

Gulf of Mexico core measurements and a VSP survey

Jingjing Zong1,2, Robert R. Stewart2, Nikolay Dyaur2

1. National University of Singapore

2. University of Houston

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Outline

Introduction and motivations

Field Q estimations

A VSP survey in Markham salt dome, TX

Conclusions

Ultrasonic lab Q measurementsGulf coast salt cores

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Attenuation mechanism

Source

signal

• Geometrical spreading

• Scattering

• Intrinsic attenuation or anelasticity

Q: quality factor1

𝑄=

∆𝐸

2𝜋 ∙ 𝐸=

∆𝐴

𝜋 ∙ 𝐴

3

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Motivations of the salt study

Seal rock

studyblue.com

Storage

© KBB Underground Technologies

Mining

saltassociation.co.uk

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Attenuation modeling

P wave front

S wave front

sourcereceiver

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Synthetic wave propagations in rock salt

0 m 6000

2500

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Q estimation – spectral ratio method

𝐴 𝑓 = 𝐺 𝑥 𝑒−𝛼 𝑓 𝑥𝑒𝑖(2𝜋𝑓𝑡−𝑘𝑥)

(Johnston, 1978)

ln𝐴

𝐴0= −

𝝅𝒕

𝑸𝑓 + ln

𝐺

𝐺0

ln𝐴

𝐴0= −

𝝅

𝑸(𝒕𝟎 − 𝒕)𝑓 + ln(

𝐺

𝐺0)

Aluminum

𝑸𝟎 ≈ +∞

Sample

𝑸

𝑸

Measurement Slope Intercept

𝑙𝑛𝐴

𝐴0=

𝜋𝑡0𝑄0

−𝜋𝑡

𝑄𝑓 + 𝑙𝑛

𝐺

𝐺0

(a) Aluminum standard

(b) Multi travel lengths

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GoM rock salt core

Examples of the measured rock salt samples

96.1%

NaCl

99.6%

NaCl

Hockley, TX Bayou Corne, LA

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Experimental apparatus for ultrasonic measurements

Source transducer

Sample

Receiver transducer

Center frequency

1 MHz

gcts.com

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Benchtop measurements:H1 - Qp: 32 ± 4 , Qs: 34 ± 3

H2 - Qp: 43 ± 6 , Qs: 34 ± 4

𝑄0 𝑄

𝑄0 ≈ +∞

Aluminum

ln𝐴

𝐴0= −

𝝅𝒕

𝑸𝑓 + ln

𝐺

𝐺0Measurement Slope Intercept

Attenuation of GoM rock salt – spectral ratio method

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Attenuation of GoM rock salt – spectral ratio method

Aluminum

Benchtop measurementsQp: 57 ± 13 , Qs: 41 ± 2

ln𝐴

𝐴0= −

𝝅

𝑸(𝒕𝟎 − 𝒕)𝑓 + ln(

𝐺

𝐺0)

Measurement Slope Intercept

𝐴0

𝐴

𝑄

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Temperature dependence – Bayou Corne, Louisiana

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Relative Q variations under varying temperature

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Pressure dependence – Bayou Corne, Louisiana

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Relative Q variations under varying pressure

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Attenuation – pressure and temperature dependence

Vp vs. Pressure, Temperature Qp vs. Pressure, Temperature

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Pressure (psi) Pressure (psi)0 4000 8000 12000 0 4000 8000 12000

4.4

4.5

4.6

0

100

200

300

Vp

(km

/s)

Q

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CT Scanning of the test sample

before and after pressure loading

Pressure healing & thermal cracking

before

after

Thermal cracks on the surface of rock salt under

increasing temperature (Chen et al., 2015)

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50oC in oven, over 24h 110oC in oven, over 24h

140oC in oven, over 24h 200oC in oven, over 24h

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4.4 4.45 4.5 4.55 4.6 4.65

Vp (km/s)

0

50

100

150

200

250

300

Qp

Q p vs. V p

23.9oC(75

oF)-Unloading 37.8

oC(100

oF) 65.6

oC(150

oF) 93.3

oC(200

oF)

Qp vs. Vp

𝑙𝑛𝑄𝑃 = 53 ∙ 𝑙𝑛𝑉𝑃 − 33𝑅2 = 0.84

Attenuation – pressure and temperature dependence

Qs vs. Vs

𝑙𝑛𝑄𝑠 = 28 ∙ 𝑙𝑛𝑉𝑠 − 10𝑅2 = 0.4

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A typical GoM salt dome

© John Perez Graphics & Design LLC.16

Resistivity (ohmm) Density (g/cc) Temperature (̊C)

Gamma Ray (API)

Caliper (in)16 26

0 100

0.2 200 1.5 2.5 70 80

Well A (KB = 25.9 m)

Me

asu

re d

ep

th

fro

m K

B (

m)

1000

1200

1400

1600

1800

2000

Top of

salt

Bottom

of salt

Heterogeneous

Layer

Neutron Porosity (%)55 -35

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RadialDirect

S-w

ave

— Interval velocity

Check-shot data – velocity profile

S: ~2560 m/s

In saltP: ~4570 m/s

In salt

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1 2

P-wave first arrival picking and

velocity profile

Check-shot data - Qp

247.7

-76.8

71.1

Flattened down-going P-waves Spectra ratio and

Q estimation

3 4 5

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1 2

S-wave first arrival picking

and velocity profile

Check-shot data - Qs

31.6

10.9

-19.7

83.4

16.5

Flattened down-going S-waves Spectra ratio and

Q estimation

3 4 5

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Qp vs. Vp

Attenuation – pressure and temperature dependence

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Qs vs. Vs

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Conclusions

• Increase pressure elevates both velocity and Q;

• Increase temperature decreases velocity and Q;

• Q vs. V: 𝑙𝑛𝑄𝑃 = 53 ∙ 𝑙𝑛𝑉𝑃 − 33; 𝑙𝑛𝑄𝑠 = 28 ∙ 𝑙𝑛𝑉𝑠 − 10.

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✓A better understanding of the elastic behaviors of rock salt is provided;

✓Empirical values and relationships are summarized for direct application.

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Arthur Cheng, Yunyue (Elita) Li, NUS;

Fred Hilterman and Geokinetics Inc., Houston;

Joel Warneke, Texas Brine Corp. and United Salt Corp.;

Di Jiao, Craig Whitney, Core Laboratories Inc.;

Scott Leaney, Alan Champbell, Ali Sayed, Schlumberger;

Stephan Gelinsky, Long Huang, Shell;

Leon Thomsen, Sharon Cornelius, Yukai Wo, UH;

Acknowledgements

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