Parameter estimation for the coupled Biot-Lamé-Navier problem in subsurface modeling

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Autoren

Externe Organisationen

  • University of Texas at Austin
Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
Titel des Sammelwerks47th US Rock Mechanics / Geomechanics Symposium 2013
Seiten3000-3006
Seitenumfang7
PublikationsstatusVeröffentlicht - 2013
Extern publiziertJa
Veranstaltung47th US Rock Mechanics / Geomechanics Symposium 2013 - San Francisco, CA, USA / Vereinigte Staaten
Dauer: 23 Juni 201326 Juni 2013

Publikationsreihe

Name47th US Rock Mechanics / Geomechanics Symposium 2013
Band4

Abstract

We present a parameter estimation method for a quasi-stationary multiphysics problem in subsurface modeling. Specifically, the modeling part for the state equation is based on the coupled Biot-Lamé-Navier system in order to describe the interaction between some pay-zone and a non-overlapping non-pay regime. The coupled system for the state is formulated within a variational monolithically-coupled framework. We propose an iterative stochastic ensemble method (ISEM) to estimate material coefficients such as permeability coefficients in the pay-zone or Lamé parameters in the non-pay zone. ISEM is based on stochastic estimation of gradients using an ensemble of directional derivatives within a Gauss-Newton iteration. The resulting update equation resembles the update step in ensemble Kalman filter. However, the inverse of the output covariance matrix in the update equation is regularized using standard truncated singular value decomposition. The proposed algorithm treats the forward simulator as a blackbox and avoids explicit derivation of the adjoint equations, which is major task for nonstationary systems. Our forward formulation and parameter estimation method are validated by some numerical tests including an extension of Mandel's problem.

ASJC Scopus Sachgebiete

Zitieren

Parameter estimation for the coupled Biot-Lamé-Navier problem in subsurface modeling. / Wick, Thomas; Elsheikh, Ahmed H.; Wheeler, Mary F.
47th US Rock Mechanics / Geomechanics Symposium 2013. 2013. S. 3000-3006 (47th US Rock Mechanics / Geomechanics Symposium 2013; Band 4).

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Wick, T, Elsheikh, AH & Wheeler, MF 2013, Parameter estimation for the coupled Biot-Lamé-Navier problem in subsurface modeling. in 47th US Rock Mechanics / Geomechanics Symposium 2013. 47th US Rock Mechanics / Geomechanics Symposium 2013, Bd. 4, S. 3000-3006, 47th US Rock Mechanics / Geomechanics Symposium 2013, San Francisco, CA, USA / Vereinigte Staaten, 23 Juni 2013.
Wick, T., Elsheikh, A. H., & Wheeler, M. F. (2013). Parameter estimation for the coupled Biot-Lamé-Navier problem in subsurface modeling. In 47th US Rock Mechanics / Geomechanics Symposium 2013 (S. 3000-3006). (47th US Rock Mechanics / Geomechanics Symposium 2013; Band 4).
Wick T, Elsheikh AH, Wheeler MF. Parameter estimation for the coupled Biot-Lamé-Navier problem in subsurface modeling. in 47th US Rock Mechanics / Geomechanics Symposium 2013. 2013. S. 3000-3006. (47th US Rock Mechanics / Geomechanics Symposium 2013).
Wick, Thomas ; Elsheikh, Ahmed H. ; Wheeler, Mary F. / Parameter estimation for the coupled Biot-Lamé-Navier problem in subsurface modeling. 47th US Rock Mechanics / Geomechanics Symposium 2013. 2013. S. 3000-3006 (47th US Rock Mechanics / Geomechanics Symposium 2013).
Download
@inproceedings{4b86513ab11e470c8d0893cb55b279fa,
title = "Parameter estimation for the coupled Biot-Lam{\'e}-Navier problem in subsurface modeling",
abstract = "We present a parameter estimation method for a quasi-stationary multiphysics problem in subsurface modeling. Specifically, the modeling part for the state equation is based on the coupled Biot-Lam{\'e}-Navier system in order to describe the interaction between some pay-zone and a non-overlapping non-pay regime. The coupled system for the state is formulated within a variational monolithically-coupled framework. We propose an iterative stochastic ensemble method (ISEM) to estimate material coefficients such as permeability coefficients in the pay-zone or Lam{\'e} parameters in the non-pay zone. ISEM is based on stochastic estimation of gradients using an ensemble of directional derivatives within a Gauss-Newton iteration. The resulting update equation resembles the update step in ensemble Kalman filter. However, the inverse of the output covariance matrix in the update equation is regularized using standard truncated singular value decomposition. The proposed algorithm treats the forward simulator as a blackbox and avoids explicit derivation of the adjoint equations, which is major task for nonstationary systems. Our forward formulation and parameter estimation method are validated by some numerical tests including an extension of Mandel's problem.",
author = "Thomas Wick and Elsheikh, {Ahmed H.} and Wheeler, {Mary F.}",
note = "Copyright: Copyright 2014 Elsevier B.V., All rights reserved.; 47th US Rock Mechanics / Geomechanics Symposium 2013 ; Conference date: 23-06-2013 Through 26-06-2013",
year = "2013",
language = "English",
isbn = "9781629931180",
series = "47th US Rock Mechanics / Geomechanics Symposium 2013",
pages = "3000--3006",
booktitle = "47th US Rock Mechanics / Geomechanics Symposium 2013",

}

Download

TY - GEN

T1 - Parameter estimation for the coupled Biot-Lamé-Navier problem in subsurface modeling

AU - Wick, Thomas

AU - Elsheikh, Ahmed H.

AU - Wheeler, Mary F.

N1 - Copyright: Copyright 2014 Elsevier B.V., All rights reserved.

PY - 2013

Y1 - 2013

N2 - We present a parameter estimation method for a quasi-stationary multiphysics problem in subsurface modeling. Specifically, the modeling part for the state equation is based on the coupled Biot-Lamé-Navier system in order to describe the interaction between some pay-zone and a non-overlapping non-pay regime. The coupled system for the state is formulated within a variational monolithically-coupled framework. We propose an iterative stochastic ensemble method (ISEM) to estimate material coefficients such as permeability coefficients in the pay-zone or Lamé parameters in the non-pay zone. ISEM is based on stochastic estimation of gradients using an ensemble of directional derivatives within a Gauss-Newton iteration. The resulting update equation resembles the update step in ensemble Kalman filter. However, the inverse of the output covariance matrix in the update equation is regularized using standard truncated singular value decomposition. The proposed algorithm treats the forward simulator as a blackbox and avoids explicit derivation of the adjoint equations, which is major task for nonstationary systems. Our forward formulation and parameter estimation method are validated by some numerical tests including an extension of Mandel's problem.

AB - We present a parameter estimation method for a quasi-stationary multiphysics problem in subsurface modeling. Specifically, the modeling part for the state equation is based on the coupled Biot-Lamé-Navier system in order to describe the interaction between some pay-zone and a non-overlapping non-pay regime. The coupled system for the state is formulated within a variational monolithically-coupled framework. We propose an iterative stochastic ensemble method (ISEM) to estimate material coefficients such as permeability coefficients in the pay-zone or Lamé parameters in the non-pay zone. ISEM is based on stochastic estimation of gradients using an ensemble of directional derivatives within a Gauss-Newton iteration. The resulting update equation resembles the update step in ensemble Kalman filter. However, the inverse of the output covariance matrix in the update equation is regularized using standard truncated singular value decomposition. The proposed algorithm treats the forward simulator as a blackbox and avoids explicit derivation of the adjoint equations, which is major task for nonstationary systems. Our forward formulation and parameter estimation method are validated by some numerical tests including an extension of Mandel's problem.

UR - http://www.scopus.com/inward/record.url?scp=84892853985&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:84892853985

SN - 9781629931180

T3 - 47th US Rock Mechanics / Geomechanics Symposium 2013

SP - 3000

EP - 3006

BT - 47th US Rock Mechanics / Geomechanics Symposium 2013

T2 - 47th US Rock Mechanics / Geomechanics Symposium 2013

Y2 - 23 June 2013 through 26 June 2013

ER -

Von denselben Autoren