Strategic Geosteeering Workow with Uncertainty Quantication and Deep Learning A Case Study on the Goliat Field

2025-05-02 0 0 2.37MB 40 页 10玖币
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Strategic Geosteeering Workflow with Uncertainty Quantification
and Deep Learning:
A Case Study on the Goliat Field
Muzammil Hussain Rammay1, Sergey Alyaev2, David Selv˚ag Larsen3, Reidar Brumer
Bratvold1, and Craig Saint4
1University of Stavanger, Stavanger, Norway
2NORCE Norwegian Research Centre, Bergen, Norway
3V˚ar Energi, Stavanger, Norway
4Baker Hughes, Bergen, Norway
October 28, 2022
Abstract
The real-time interpretation of the logging-while-drilling data allows us to estimate the po-
sitions and properties of the geological layers in an anisotropic subsurface environment. Ro-
bust real-time estimations capturing uncertainty can be very useful for efficient geosteering
operations. However, the model errors in the prior conceptual geological models and forward
simulation of the measurements can be significant factors in the unreliable estimations of the
profiles of the geological layers. The model errors are specifically pronounced when using a deep-
neural-network (DNN) approximation which we use to accelerate and parallelize the simulation
of the measurements. This paper presents a practical workflow consisting of offline and online
phases. The offline phase includes DNN training and building of an uncertain prior near-well
*Corresponding authors: Muzammil Hussain Rammay (muzammil.h.rammay@uis.no) and Sergey Alyaev
(saly@norceresearch.no)
1
arXiv:2210.15548v1 [physics.geo-ph] 27 Oct 2022
geo-model. The online phase uses the flexible iterative ensemble smoother (FlexIES) to perform
real-time assimilation of extra-deep electromagnetic data accounting for the model errors in the
approximate DNN model. We demonstrate the proposed workflow on a case study for a historic
well in the Goliat Field (Barents Sea). The median of our probabilistic estimation is on-par
with proprietary inversion despite the approximate DNN model and regardless of the number
of layers in the chosen prior. By estimating the model errors, FlexIES automatically quantifies
the uncertainty in the layers’ boundaries and resistivities, which is not standard for proprietary
inversion.
Keywords: Model error; Deep neural networks; Real-time interpretation; Flexible iterative
ensemble smoother; Historical field case; Strategic Geosteering; Uncertainty quantification;
1 Introduction
Recent advances in logging-while-drilling (LWD) technology allow us to sense the subsurface envi-
ronment tens of meters away from the well using a suit of extra-deep azimuthal resistivity (EDAR)
logs. These logs can be inverted in real-time to estimate the geo-layer profile during drilling [Sey-
doux et al., 2014, Sviridov et al., 2014]. However, achieving ”strategic” geosteering [Arata et al.,
2016] requires the integration of the measurements into a subsurface model, which includes the
relevant geological uncertainties.
Ensemble-based methods such as the Ensemble Kalman filter and iterative ensemble smoothers
present a statistically-consistent Bayesian framework for assimilating data to update an uncertain
model [Alyaev et al., 2019]. However, their performance relies on thousands of parallel executions
of forward models of the obtained measurements [Jahani et al., 2022, Rammay et al., 2022]. The
thousands of function evaluations using expensive high-fidelity forward models are computationally
expensive in real-time workflows or require special infrastructure [Dupuis and Denichou, 2015]. Re-
cently introduced deep-neural-network (DNN) proxies showed robust approximation for modelling
azimuthal EM measurements [Kushnir et al., 2018, Shahriari et al., 2020], including the deepest
sensing EDAR measurements [Alyaev et al., 2021a, Noordin et al., 2022]. Most of the computational
cost for the DNN can be offloaded to offline training, thus giving superior performance compared
to Maxwell’s equations solvers during operational use. real-time statistical data-assimilation work-
2
flows with EDAR data required for strategic geosteering [Alyaev et al., 2021b, Fossum et al., 2022,
Jahani et al., 2021, Noordin et al., 2022, Rammay et al., 2022].
Although DNNs bring sub-second model performance, they come with additional unknown
model errors. In realistic scenarios, the negligence of the uncertainties related to the model er-
rors during modelling will result in an unreliable estimation of model parameters and uncertainties
[Oliver and Alfonzo, 2018, Rammay and Alyaev, 2022, Rammay et al., 2021]. Achieving practically
usable results for the real-time data assimilation with proxy models requires algorithms that can
automatically account for model errors and detect possible multi-modality. Recently, flexible itera-
tive ensemble smoother (FlexIES) introduced in Rammay et al. [2021] showed good performance in
the synthetic tests for assimilating EDAR data modelled by a DNN where model errors were coming
from the inaccuracies in the DNN approximation of the forward model [Rammay et al., 2022]. In a
realistic setting, additional model errors will come from inaccuracies in the physical simulation and
the mismatch between the chosen geomodel and real, complex geology. Moreover, data mismatch
can be due to the local minima (local or multiple modes), which might be misinterpreted as data
errors by IES-type algorithms [Rammay et al., 2022].
This paper describes a complete FlexIES-based workflow for strategic Bayesian geosteering with
steps to account for model errors and multi-modality. It consists of offline and online phases. The
offline phase takes care of the determination of one or several geological priors consistent with an
ensemble method and training a DNN proxy model. The online phase combines the FlexIES with
the DNN model to assimilate the real-time EDAR data. The workflow is verified on data from a
historical operation in the Goliat field and compared to a deterministic inversion delivered by the
service company post-job [Larsen et al., 2015]. The objectives of this case study are:
1. Demonstrate that the DNN from Alyaev et al. [2021a] can be retrained to handle anisotropic
field data and then be used for probabilistic real-time interpretation;
2. Use FlexIES to estimate probabilistic layered geomodel from field data automatically account-
ing for model errors coming from geomodel and the DNN;
3. Compare the FlexIES results with the proprietary deterministic inversion.
3
The rest of the paper is organised as follows: Section (2) introduces the workflow and describes
the steps in its offline and online phases in more detail. The workflow is applied to a reservoir
section of a well in the Goliat field using the available historical data, as described in Section (3).
The conclusions of this paper are summarised in Section (4).
2 Workflow
In this paper, we propose an ensemble-based workflow for assimilating borehole electromagnetic
measurements to estimate profiles of geo-layers along with associated uncertainties in real-time
to support Geosteering operation. This workflow consists of offline pre-job stage and an online
real-time inversion stage as shown in Figure 1.
The offline phase enables the real-time data assimilation. We start the pre-job phase by con-
structing a geologically-relevant ensemble of prior geomodel realizations, see Figure 1.1. The sam-
pled 1.5D layering configurations from the prior (Figure 1.3), are used for training a DNN (Figure
1.2), that can model the suite of EDAR measurements [Sviridov et al., 2014] in milliseconds. A
possibly constrained set of realizations (Figure 1.5), is used as the prior for the real-time data
assimilation loop.
For the online phase we use an Ensemble Kalman Filter (EnKF) type method, namely Flexible
Iterative Ensemble Smoother (FlexIES), see Figure 1.4. FlexIES compares the synthetic mea-
surements modelled for realizations of the prior ensemble of geomodels with the real-time EDAR
measurements in the data assimilation update loop. The loop integrates the measurements and
reduces the uncertainty in the ensemble yielding the posterior. The posterior realizations can be
further used for real-time decision support [Alyaev et al., 2019]. In case of a filter-type sequential
data assimilation the posterior serves as the prior for assimilation of future data [Chen et al., 2015].
4
Ensemble of
prior
realizations of
geomodels
DNN model for
measurements
Modelled
measurements 4. FlexIES Realtime LWD
measurements
Posterior
realizations of
geomodels
with reduced
uncertainty
1.
Constructing
geologically-
relevant
prior
5. Solving possible
inversion problems due
to multi-modality by
constraining the prior
3. Creating
relevant
training
dataset
2. Training deep neural
network (DNN)
Real-time
decision
support
Offline pre-job stage Online real-time data assimilation stage
Data Assimilation Loop
Setting new prior for EnKF-type methods
Not implemented in this paper
N. Workflow element described in Section 2.N.
Figure 1: The full workflow for preparation and real-time data assimilation during drilling.
We describe how the workflow is applied to a part of a historical drilling operation, and point
out possible modifications needed to apply it for a real operation. The rest of the section describe
the major building blocks of the workflow with numbering that follows Figure 1.
2.1 Constructing geologically-relevant prior
The first step of the workflow is related to the prior description of the geo-model. This can be
done by utilizing the prior knowledge or experience of the geologists or the interpretation of the
data set from the offset wells. In the considered historical case the geology can be represented by a
layer-cake model with continuous layers Larsen et al. [2015]. Thus, we describe the geo-model by a
number of layers, the 2D profile of each layer, and the anisotropic layer’s resistivities. For example,
three layers geo-model and four layers geo-model are shown in Figure 6.
The prior uncertainties of a geo-model are described by prior realizations of the geo-layer profiles
(estimated as boundary positions or layers thicknesses) and layers’ resistivities. We model the
prior realizations of the thickness profiles of the geo-layers as multivariate Gaussian with mean
(µ= [35,30,20]) and an exponential covariance function:
c=σ2exp (3h
l) (1)
5
摘要:

StrategicGeosteeeringWorkowwithUncertaintyQuanti cationandDeepLearning:ACaseStudyontheGoliatFieldMuzammilHussainRammay1,SergeyAlyaev2,DavidSelvagLarsen3,ReidarBrumerBratvold1,andCraigSaint41UniversityofStavanger,Stavanger,Norway2NORCENorwegianResearchCentre,Bergen,Norway3VarEnergi,Stavanger,Norway...

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