Study of the gas migration in Paris basin

 

Aidana MURATBEKOVA[1], Raymond MICHELS[2], Irina PANFILOVA[3], Talgat  Ensepbayev[4]

 

[1] Kazakh National Technical University named K.I.Satpaev, Almaty, KAZAKHSTAN aidanochka@mail.ru

[1] Laboratory “GeoRessoureces”, Nancy, FRANCE

[1] Laboratory “LEMTA”, Nancy, FRANCE

[1] Kazakh National Technical University named K.I.Satpaev, Almaty, KAZAKHSTAN

 

Abstract

The main objective of this study was to understand the gases migration in the Paris basin. The analysis of different hypothesis was made on the data from ANDRA’s drillings EST433 in the Meuse – Haute Marne area. These data are sedimentary logs, gases concentration profiles and petrophysical data. Thanks to a geological study of the sector, it was expected to explain the origin and the migration of the gases. As it was studied before by Prinzhofer et al. (2009),  the migration of gases, dissolved  in porewater can be explained by processes, as diffusion, adsorption, and by flux of aquifer in some of layers. So to verify the consistency of the hypothesis and to better understand the gas migration in this region, there was made the simulation with Comsol software.

Methane concentration measurements made at various depths along a 2000 m depth borehole drilled in the eastern part of the Paris basin and reaching the Triassic conglomerates were used to establish a vertical profile of dissolved methane concentration and hydrocarbon gases molar composition. Wireline logging tools were used to measure porosity in the various formations. Shallower levels show the highest methane concentration, and going upwards, values are getting lower, yet molar compositions show a complex pattern. The data set obtained by wireline logging measurements was used as inputs for numerical simulations of 1D methane diffusion throughout the 2000 m profile. Several assumptions regarding the transport properties in the various sedimentary layers were tested and all were found to yield fairly good agreement between modeled and measured methane relative molar concentrations in the dissolved hydrocarbon gases. Moreover, the modeling results suggest that the Keuper massive halite level associated with the upper Muschelkalk pre-evaporitic series efficiently isolates the overlying layers from any input from deeper formations in the Meuse/Haute Marne area. Last, diffusive parameters were plotted according to Archie’s law, which therefore allows an estimation of  (non-reactive species) from the knowledge of both the sample total porosity and the corresponding exponent m = 2. Rock hydrocarbon source potential, clay lithologies and relationships to aquifers are major parameters which govern gas diffusion. The overall complex pattern can however be reproduced by the model and set a physical framework to future combined geological and geochemical interpretation.

 

Keywords: methane, diffusion, convection, aquifers, Paris basin, Comsol, modelling

 

 

 

 

Introduction

Introduction to the study area

Location of the well EST433 and stratigraphy

The Paris Basin is located in the northern part of France (Figure 1) and contains sedimentary formations aged from Triassic to Tertiary (Guillocheau et al., 2000). The study area is in the eastern part of the Paris basin Îøèáêà! Èñòî÷íèê ññûëêè íå íàéäåí.which is characterized by a basement made of the Carboniferous coal basin. A well was bored near the URL (EST433 well) to reach the base of the Triassic in order to estimate the geothermal potential (Landrein et al., 2013). The sedimentary layer is consisted of sandstone, limestone, marl and clay layers with one main salt-rich level in the Keuper formation, from 1616 to 1416 m in depth. Paleo-temperature reconstructions indicate that temperature is between 10-70°C in basin (Blaise et al., 2014). The main mass transfer process is reported as diffusion (Rebeix et al., 2014). Also from the studies of Landrein et al.(2013) the Paris basin has a geothermal potential.

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Figure 1 – Geological context of the studied area – Left: the Paris basin (Linard et al., 2011); Right: the Meuse/Haute-Marne Site. (Battani et al., 2011).

Hydrogeological background of the aquifers in basin

The sedimentary cover also includes formations which are known to be aquifers: Tithonian limestones, Oxfordian limestones, Dogger oolitic limestones, Rhetian bioclastic limestone, and Buntsandstein sandstones.

The Tithonian aquifer, situated between m and the surface. The second aquifer formation, the Oxfordian limestones, lies between m and m. Average water content of the Oxfordian layer ranges between 2 and 3%. Seven main levels of relatively high porosity were identified and were assumed to indicate zones of relatively high water productivity. Below the COx formation, the Dogger oolitic limestone aquifer is located between depths of m to m. The top 10 m of this formation, named the “dalle nacrée” level, correspond to highly recrystallized carbonates with very limited porosity and permeability. Over the study area, two water production levels are evidenced (at -710m and -766m, with a contribution 60 times lower in term of flux for the second one). The Rhetian bioclastic limestone layer, between m and m, is known to have only limited aquifer characteristics at a regional scale, mainly to the east of the study area. There, no water circulation has been detected during drilling of the EST433 borehole. The Buntsandstein sandstones constitute the deepest aquifer lying between  and m. Although, one water production level was encountered in Buntsandstein at m on the EST433 borehole (Rebeix et al., 2014).

The Dogger aquifer consists of oolithic and reef limestone (Îøèáêà! Èñòî÷íèê ññûëêè íå íàéäåí.) of low porosity (6–9% average) and low permeability (from  to m/s) (Buschaert et al., 2006). The Oxfordian limestone aquifer exhibits variable porosity (3 to 25%) and permeability similar to the Dogger aquifer (from  to m/s) (Delay et al., 2006). Hydrogeological models for the two aquifers indicate westward flow.

Stratigraphy of the studied area with depth indications for platform C can be observed from the article by Linard et al., 2011.

Hypothesis

There are compounds of hydrocarbon gas (methane, ethane, propane, iso- and normal-butane) presented as dissolved compounds in the porewater in eastern Paris Basin, France. Results indicate that the studied hydrocarbons contain significant amounts of ethane, butane and propane, in addition to methane. Methane concentration in the pore water profile displays not linear increase in methane concentrations in log scale with depth. The maximum concentration is in the lower Triassic, the lower part of the well E433 and further to upper layers, lower becomes methane concentration values.

In regards to organic geochemistry data (Fleck et al., 2001; Blaise et al., 2014) two major sources of hydrocarbon gases can be considered: the carboniferous basement (higher plants coal layers) and the Liassic marine source rocks. By considering the physical parameters of the rock layers (lithology, porosity, thickness) contrasted properties were identified (very low porosity of evaporate layers, low porosity of clay layers, higer permeability of sandstones or carbonates layers acting as aquifers).

Problem formulation

Mathematical model

The groundwater flow is mostly occurs through fractures or connected pores. That is why the gas migration in liquid-saturated porous medium, as in Paris basin, can be explained by advective flow combined with diffusion (Rebeix et al., 2014; Battani et al., 2011). Convection–diffusion equation was used to determine the mass transport in this medium. As diffusional flow in pores may be described by an effective diffusion coefficient, the differential equation for mass transport in a porous material in this numerical simulation can be written as:

1

Where,  is a characteristic concentration of methane in gas mixture, [dimensionless] ;  is the effective diffusion coefficient in porous medium,  ; is Darcy velocity,  .

In Îøèáêà! Èñòî÷íèê ññûëêè íå íàéäåí. the concentration is shown in percentage of mole fraction. In the numerical model we use the specific concentration , which is equal to the ratio between the masse fraction and its maximum value.

The main parameters 

Diffusion coefficient

The effective diffusion coefficient for transport through the pores is estimated as follows:

2

 is the diffusion coefficient of the species in the fluid (e.g., water) without the presence of the sediment matrix.

The porosity () of porous media can be determined (pore size distribution and tortuosity are unknown). Therefore the effective diffusivity is often defined as a function of  alone (). So the effective diffusion can be introduced by following equation:

3

Where,

4

This is called formation factor. Here,  is a fitting parameter and is a cementation factor.

In numerical modelling it was taken as , because in studying this area before by Descostes et al. in 2008 it was mentioned that . This value was discussed before in work of Battani et al. (2011).

In materials of low porosities as in this study, , the cementation factor can be more than 2,  (Grathwohl P., 1998).

It was assumed that the molecules of the solute (in our case methane) are spherical, so the diffusion coefficient of the species in the fluid (e.g., water with dissolved gas mixture) without the presence of the sediment matrix is calculated by Stokes-Einstein eq.:

5

Where,  is a dynamic viscosity of liquid,  or ;  is Boltzman constant, which is equal to:

 

is a temperature of the medium, ; π is an Euler constant, which is equal to 3.14;  is a molecular radius of solute, ; in our case was taken as a diffusing solute.

 [5]

  [6]

Dynamic viscosity

The dynamic viscosity is an important fluid property when analyzing liquid behavior and fluid motion near solid boundaries or even diffusion process. So, to be more precise, viscosity was calculated as a function of temperature in the equation, which is presented below (Viswanath, 2007).

 

6

Where , ,  are the empirical constants, and the values depend on type of fluid. As in our case the medium is saturated by water, they are in following values:

Modelling on Comsol

From petrophysical data the cross section was divided into 44 domains, in relationship to their fluid transport properties (merely permeable vs impermeable). Indeed, the stratigraphy is dominated by three major types of lithology deposited during well-defined stratigraphic periods: sandstone in the lower Triassic, claystone and evaporates during upper Triassic, mainly claystone during lower Jurassic, carbonates during middle Jurassic, claystone during upper Jurassic followed by carbonates. (Landrein et al., 2013 for details).

Porosity

Porosity () is a key factor for solute transport process in porewaters. Wireline logging results indicate that most porosity values range between 0 and 0.25, with some meter-scale highly porous levels ().

Temperature

The temperature influences to the plenty amount of parameters of the fluid properties, such as in our case, dynamic viscosity. That is why it is important to identify the temperature gradient values for each domain. It is introduced in Table 1 The data of hydrological and thermometric measurements are from article by Landrein P. et al., 2013.

Table 1 – Temperature gradient parameters observed from article by Landrein P. et al., 2013

,

,

,

,

,

,

258

581

323

288,06

296,08

8,02

0,0248

581

691

110

296,08

300,1

4,02

0,0365

691

937

246

300,1

306,26

6,16

0,0250

937

1135

198

306,26

314,16

7,9

0,0399

1135

1415

280

314,16

326,54

12,38

0,0442

1415

1611

196

326,54

330,76

4,22

0,0215

1611

1862

251

330,76

339,15

8,39

0,0334

 is the thickness of the domain between  and ,

 is the difference between  and,

 is the temperature gradient in domain with thickness ,

In Comsol temperature is given by following equation:

7

Where,  is the lowest temperature for each domain, ;  is the depth at the lowest temperature, ;  is the temperature gradient for each domain, . After entering, it was observed the dependence of depth and temperature, figured in Îøèáêà! Èñòî÷íèê ññûëêè íå íàéäåí..

 

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Figure 2 – Thermal profile of EST433 as generated by Comsol using the parameters selected from tables 3

The value of dynamic viscosity was inserted for all domains by the equation 1 The result of entering equation for viscosity is shown in Figure 3.

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Figure 3 – Water dynamic viscosity profile as a function of depth in the EST433 well in  calculation using Comsol, the equation 1 and parameters defined in tables 3

From this graphic, it is easy to determine that upper we are, water becomes more viscous. And it causes to decreasing of the diffusion coefficient  

The time limits

It is necessary to introduce time limit for the equation. For the simulation 200 million years was chosen. Because the age of the first significant cap-rock deposit: the upper Triassic is 200 million years, even 270 million years is the oldest age of gas formation from the Carboniferous source-rocks. So as a time limit, it was taken as 200 million years for diffusion process.

Conclusion

The objective of this study was to understand the gases migration in the Paris basin. In this article I tried to make some investigation af articles and data from ANDRA’s EST433 drilling in the Meuse – Haute Marne area. It was clear that the migration of gas is caused by additional sources, not only by diffusion of hydrocarbon from the carboniferous basement So, to verify the consistency of the hypothesis and to better understand the gas migration in this region, there should be made the further detailed simulation with Comsol software.

References

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[5] https://answers.yahoo.com/question/index?qid=20130623193455AA28HUi

[6] Kolesnichenko et al., 2011