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29.5.2012 1 Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI 1 Dr. Bachir Gourine (Researcher) Division of Space Geodesy Centre of Space Techniques (CTS) Arzew – ALGERIA [email protected] 1. Motivation & objective 2. Displacement and deformation modelling 3. Neural networks approaches 4. Case study : GPS Auscultation Network of LNG reservoir Ground (GL4/Z– Arzew, Algeria) 5. Results 6. Conclusions & perspectives TS01F - Dam and Reservoir Engineering Surveying Presentation Plan 2

Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI · 2012-05-29 · 29.5.2012 1 Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI 1 Dr. Bachir Gourine (Researcher)

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Page 1: Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI · 2012-05-29 · 29.5.2012 1 Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI 1 Dr. Bachir Gourine (Researcher)

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Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI

1

Dr. Bachir Gourine (Researcher)Division of Space GeodesyCentre of Space Techniques (CTS)Arzew – [email protected]

1. Motivation & objective

2. Displacement and deformation modelling

3. Neural networks approaches

4. Case study : GPS Auscultation Network of LNG reservoir Ground (GL4/Z– Arzew, Algeria)

5. Results

6. Conclusions & perspectives

TS01F - Dam and Reservoir Engineering Surveying

Presentation Plan

2

Page 2: Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI · 2012-05-29 · 29.5.2012 1 Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI 1 Dr. Bachir Gourine (Researcher)

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1. Motivation & objective

o Topographic auscultation : Displacements and Deformations fields (DisDef) evaluation.

- Classical methods for DisDef modelling.

- Objective : Approaches based on Neural Networks (more robust, more accurate) for Dis/Def modelling.

TS01F - Dam and Reservoir Engineering Surveying3

o Algeria is one of the most productive countries of Oil and Gas in the world, big and complex infrastructures were built for hydrocarbon industries (Arzew is the Most famous industrial zone in Algeria). To ensure the longevity of these industrial installations and to prevent of industrial hazards, monitoring (auscultation) is a necessary process.

2. Displacement and deformation modelling

TS01F - Dam and Reservoir Engineering Surveying

Displacement t1

t2

A

B

C

Deformation Primitives

dilatation shear twist

4

Strain Tensor

A

B

C

Under conditions of infinitesimal deformations and elasticity hypothesis ...

Page 3: Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI · 2012-05-29 · 29.5.2012 1 Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI 1 Dr. Bachir Gourine (Researcher)

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Representation Modes

a. Triangulation of the geodetic network Dependence of chosen figures configuration.

b. Delaunay triangulation Geodetic Points, non homogenate in case of non dense networks, change of configuration (addition or suppression of points).

TS01F - Dam and Reservoir Engineering Surveying

2. Displacement and deformation modelling

c. Regular Grid Use of an optimal interpolation/approximation Function for displacement field. Step Y

Step X

Mesh(4 nodes)

Geodetic pt5

• Usual Interpolation Functions :

- Polynomial fitting- Nearest Neighbour method- Spline - Kriging - …

• Proposed Approximation Functions : - Neural Networks methods (RBFNN & GRNN)

Radial Basis Function (RBF) networks were first introduced by Broomhead & Lowe in 1988.

Supervised Neural Networks

Applying to problem: Classification, Regression, Time series prediction.

Radial Basis Function Network – Introduction

3. Neural networks approaches

6TS01F - Dam and Reservoir Engineering Surveying

Page 4: Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI · 2012-05-29 · 29.5.2012 1 Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI 1 Dr. Bachir Gourine (Researcher)

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Architecture

Zj

x1

x2

xQ

w1j

wmj

wMj

Input layer Hidden layer

Output layer

bj

Input layer

Source nodes that connect to the network toits environment

Hidden layer

Hidden units provide a set of basis function

High dimensionality

Output layer

Linear combination of hidden functions

Radial Basis Function Network – Definitions

3. Neural networks approaches

7TS01F - Dam and Reservoir Engineering Surveying

Approximate function with linear combination of Radial basisfunctions ∑

=

+=M

mjmmjj bw

MZ

1

1 φThe activation of the neuron j

The bias term of the neuron j

The weight between m-th hidden and j-th output neuron ⎥

⎥⎦

⎢⎢⎣

⎡ −−=

2

2

2exp

m

mm

x

σμ

φ

Smooth Factor(SF)

Radial Basis Function Network – Learning strategy

The training is performed by deciding on

– How many hidden nodes there should be.

– The centers and the sharpness of the Gaussians.

3. Neural networks approaches

8TS01F - Dam and Reservoir Engineering Surveying

The learning of a RBF network is divided into two independentlystages:

• 1st stage: the input data set is used to determine theparameters of the basis functions.

• 2nd stage: functions are kept fixed while the weights andbiases are determined and adjusted; this is done byminimizing mean square error between the desired outputsand calculated outputs (Back Propagation algorithm).

Page 5: Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI · 2012-05-29 · 29.5.2012 1 Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI 1 Dr. Bachir Gourine (Researcher)

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Generalized Regression (GR) networks were first introduced by Specht in 1991, as variant of the RBFNN.

GRNN are probabilistic Neural Network.

Applying to problem: Regression, Time series prediction.

Advantages :

Can quickly learn and rapidly converge to the optimal regression surface with large number of data sets

Strong capacity for nonlinear mapping and good robustness

GRNN– Introduction

3. Neural networks approaches

9TS01F - Dam and Reservoir Engineering Surveying

GRNN– Definitions

Input layerfully connected to the pattern layer.

Pattern layerone neuron is assigned for each trainingpattern. These neurons have radial basisactivation functions.

Summation layerhas two units N and S. The first unit computesthe weighted sum of the hidden layer outputsand the second unit has weights equal to 1.

Output unitdivides S and N to provide the prediction result.

3. Neural networks approaches

10TS01F - Dam and Reservoir Engineering Surveying

Approximate function is given by:

=

== n

ii

n

iii

h

hwy

1

1 )2

exp(2

2

σi

i

Dh

−=;

Gaussian function

Smooth Factor(SF)

Architecture :

Pattern layer

Output layer

Input layer

S

N

Page 6: Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI · 2012-05-29 · 29.5.2012 1 Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI 1 Dr. Bachir Gourine (Researcher)

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GL4/Z Complex

Arzew

LNG underground reservoir

TS01F - Dam and Reservoir Engineering Surveying

4. Case study : GPS Auscultation Network of LNG reservoir Ground (GL4/Z– Arzew, Algeria)

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oLNG underground reservoir (GL4/Z – Arzew), built in 1965, represented more than 50% of storage capacity of the complex.

oThe prevention of industrial hazards on the complex infrastructures and on the population of Arzew’s town, has required a GPS monitoring network to perform a topographic auscultation of this important industrial site.

TS01F - Dam and Reservoir Engineering Surveying

4. Case study : GPS Auscultation Network of LNG reservoir Ground (GL4/Z– Arzew, Algeria)

Geodetic network and displacements

56 GPS points σ : few mmObs. Period: 2000 - 2006

Max. dN = 126 mmMax. dE = 119 mmMax. dep = 178 mm

12

Page 7: Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI · 2012-05-29 · 29.5.2012 1 Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI 1 Dr. Bachir Gourine (Researcher)

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TS01F - Dam and Reservoir Engineering Surveying

4. Case study : GPS Auscultation Network of LNG reservoir Ground (GL4/Z– Arzew, Algeria)

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Training points set : 44 pts (79%)Testing points set : 12 pts (21%)Generalisation points set : 340 pts grid of 304 meshes (10x10 m²)

Scheme of Neural Network based Deformation process

TS01F - Dam and Reservoir Engineering Surveying

SF = 6 SF = 20

5. Results Neural Methods

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23 neurons

• SF=6, good statistics, local approxim. around the learning pts.

• SF=20, faintly statistics, global approxim.

Page 8: Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI · 2012-05-29 · 29.5.2012 1 Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI 1 Dr. Bachir Gourine (Researcher)

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TS01F - Dam and Reservoir Engineering Surveying

5. Results Neural Methods

SF = 20

LNG reservoirLNG

reservoir

SF = 6

15

3D visualisation of the displacement field model according to the previous results : SF = 6 vs SF = 20

TS01F - Dam and Reservoir Engineering Surveying

5. Results Neural Methods SF = 20

16

LNG reservoir• SF = 20, good statistics, global

approximation.

Page 9: Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI · 2012-05-29 · 29.5.2012 1 Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI 1 Dr. Bachir Gourine (Researcher)

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TS01F - Dam and Reservoir Engineering Surveying

5. Results

Comparison of methods results (Performance)

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TS01F - Dam and Reservoir Engineering Surveying

5. Results

GRNN, SF=15

Deformation components

Landward

Seaward

Proximity to the sea: The sea acts as a warmer with a limitation of freezing Soil: Supposition of the presence of a rocky area which opposes to the progression of the freezing front. Disproportionate tensions on the landward and seaward sides

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Dominant dilatation phenomenon (3000 – 4700ppm) in N&E, Weak dilatation & Compression at neighbourhood of reservoir (NW & SE) Shear (change in configuration) (1000 – 2000ppm) in N&E, Weak shear in S&W sides of reservoir (200ppm). Twist (differential rotation) (790” max.)

Page 10: Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI · 2012-05-29 · 29.5.2012 1 Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI 1 Dr. Bachir Gourine (Researcher)

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6. Conclusions & perspectives

TS01F - Dam and Reservoir Engineering Surveying19

The GRNN and the RBF Neural Networks were successfully applied for horizontal displacement field modelling of GPS Auscultation Network of LNG reservoir.

The preliminary experimental results demonstrate the potentials and the efficiency of the GRNN method compared to RBFNN and classical interpolations.

Future research :

Use of the Least Vector Quantization (LVQ) method in order to optimize the RBFNN structure (Hidden Nodes).

Comparative study of GRNN with Kriging and Spline methods.

Performing a statistical analysis of Strain tensors (Monte Carlo Method).

Extension of study for 3D displacement field modelling.

Thank you for your attention

TS01F - Dam and Reservoir Engineering Surveying20

Page 11: Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI · 2012-05-29 · 29.5.2012 1 Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI 1 Dr. Bachir Gourine (Researcher)

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TS01F - Dam and Reservoir Engineering Surveying

5. Results Classical Methods

NNP = 4

LNG reservoir

21

Several tests (NNP = 1, 2, 3, 4, 5, etc.) Good resultsobtained with NNP = 4

Nearest Neighbour Method

TS01F - Dam and Reservoir Engineering Surveying

5. Results Classical Methods

LNG reservoir

LNG reservoir

LNGreservoirLNG

reservoir

22

PD = 4PD = 2

Polynomial Fitting Method

Several tests (PD = 1, 2, 3, 4, 5, etc.) Good result obtained with PD = 4,bad extrapolation outside the network zone than PD = 2.

Page 12: Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI · 2012-05-29 · 29.5.2012 1 Bachir GOURINE, Habib MAHI, Amar KHOUDIRI and Youcef LAKSARI 1 Dr. Bachir Gourine (Researcher)

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TS01F - Dam and Reservoir Engineering Surveying23

External structure:

• Roof in alloy of aluminum • Metallic framework • Crown in steel carbon • 60 posts in reinforced concretes

Main Characteristic:

Absence of isolation and barrier of sealing on the vertical walls. Only freezing of water contained in the soil which ensures its impermeability

Resistance and sealing:

Contact of the progressive freezing of the ground with the LNG (-161°C)

Diameter = 37.20 mDepth = 36.00 m

4. Case study : GPS Auscultation Network of LNG reservoir Ground (GL4/Z– Arzew, Algeria)