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Theoretical and experimental study of earth heat exchanger Air / Soil: Application in the site of Biskra

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Theoretical and experimental study of earth heat exchanger Air / Soil: Application in the site of Biskra

N. Moummi * and M. Saadeddine

Laboratoire de Génie Mécanique, Université Mohamed Khider, Biskra, Algérie

Abstract -The thermal inertia of the soil allows it to maintain a stable temperature at certain depths, regardless of air temperature at the surface. We exploit this property by using a heat exchanger (air -soil) buried at depths appropriate, where a current of air passes through them for later use in air conditioning or heating. This work aims to study the factors that control the thermal behavior of these exchangers, where we first realized a mathematical model whose goal is to calculate the temperature for the soil any depth and any day of the year. And we made a numerical modeling to simulate the air temperature at the exit of the exchanger, for each day during the summer in the region of Biskra. Finally, we compare the theoretical study to a experimental study realized in the same region.

Keywords: Modeling – Geothermal – Cooling - Heat exchange - Exchanger air-ground.

1. INTRODUCTION

We first conducted a theoretical study for the development of a model which better reflects the changes in temperature of the soil, from the surface to an optimal depth.

In this study, we are interested in the development of renewable energy in general, and especially the cooling by geothermal energy, a technique that is so far untapped in our country.

In the second step, we present the results of a numerical study that we conducted; these results are compared to an experimental study which was conducted at the site of Biskra.

2. MATHEMATICAL MODEL OF SOIL TEMPERATURE

The propagation of a temperature signal into a semi-infinite solid (here soil, which is treated as a homogeneous semi-infinite solid whose physical properties are constant and independent of the depth z), has an analytic solution when the temperature signal is sinusoidal. So we extracted from the measured temperatures a sinusoidal signal:

) t ( sin A T ) t (

TeeTT T (1)

T , Average temperature of the outside air, [K]; e

AT, Amplitude of oscillation of the air temperature, [K],

2 T AT Temaxemin

T,

 Pulse oscillation, [rad/s];

period 2 T

 

T, Phase difference, [rad]; T  tT

tT, Time when the average temperature is reached for the first time, [s];

The flux values of global solar radiation measured from metrological data base (monthly average measured each month of the year) can also be expressed as sinusoidal shape:

) t ( sin A G ) t (

G   GG G (2)

G, Average global horizontal solar radiation, [W/m2] Determination of the temperature of the ground surface

The determination of this temperature is produced from the power balance, expressed on the surface of the ground as follows, [1]:

lat ra eq

con   

 (3)

0 sol sol

con dz

T

 d

) t ( G ) 1 ra  ( 

lat Cl.f.hsurf

(al.Tsurf solbl)ra.(al.Te bl)

) T

T (

heq e surf sol

eq   

* [email protected]

[email protected]

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con, Conductive heat flow to the ground, [W/m2]; ra, Heat flux received by sunlight, [W/m2]; lat, Latent heat flux transferred to the atmosphere, [W/m2]; eq, Includes by correlation- the radiative flux emitted by soil and convective heat exchange caused by wind, [W/m2].

sol, Thermal conductivity of the soil, [W/m.K]; , Albedo of the soil surface; f, An empirical correction factor (between 0 and 1) depending on the soil type considered and the state of its surface; hsurf, Soil’s convective heat transfer coefficient, calculated by the formula: [2]; hsurf0.5 wind[2]; wind, Wind velocity at ground level, [m/s]; al, bl, and cl, Empirical constants; ra, Relative humidity of air; heq, Equivalent exchange coefficient (heq=12.6 W/m2K for soil sheltered from the wind, 20 W/m2K for a moderately windy soil and 50 W/m2Kfor a soil particularly windy) [2].

In addition, the solution's expression of the heat balance (3) involves both coefficients following exchange, eq

a l surf l

r c .f.h .a .r h

h   [1]

eq l surf l

e c .f.h .a h

h   [1]

The temperature at the surface resulting from the balance (3) finally has the following form:

) t ( sin A ) t ( sin A T ) t (

Tss1  T2  G (4)

e e l r

e l r

s h

G ) 1 ( T . a h . b ) h h ( T

e T 1 r

h A . A  h

e 2 G

h A . ) 1

A ( 

 With the boundary condition,

) t ( sin A ) t ( sin A T ) t , 0 (

Tss1  T2  G The heat equation:

2 2

z . T t T

 

 

 has the following solution: (It gives the temperature of the soil at any

depth and at any day of the year). [11].

) / z t

( sin e

A ) / z t

( sin e

A T ) t , z (

Tss1 (z/)  T   2 (z/)  G   (5)

sol p sol

sol C a .

  , Thermal diffusivity of the soil, [m2/s];   2a , Penetration depth, [m].

Bt adding the warming’s term geothermal of the soil, geo(z), this model takes its most complete form as follows, [1]:

) z ( geo ) / z t

( sin e

A ) / z t

( sin e

A T ) t , z (

Tss1 (z/)  T   2 (z/)  G    (6) Table 1: Meteorological data for the site of Biskra

Months January February March April May Juny

Aver. Tem. (T ) (°C) e 11.9 13.7 16.2 20.0 25.2 29.9

Aver. Rel. Humid. 0.57 0.52 0.44 0.40 0.37 0.31

Aver. (ind) (m/s) 3.70 295.5 4.59 4.82 4.78 4.34

Aver. Hori.Ra.solar (Wh/m2) 211.7 295.5 411.7 489.7 511.2 533.5

Months July August Sept. Oktober Nov. Dec.

Aver. Tem. (T ) (°C) e 33.5 32.7 27.5 22.1 16.5 12.8

Aver. Rel. Humid. 0.29 0.31 0.40 0.49 0.57 0.60

Aver. (ind) (m/s) 3.70 3.82 3.58 3.82 3.60 3.65

Aver. Hori.Ra.solar (Wh/m2) 525.1 476 398.8 304.2 219.2 177.7 Table 2: Soil physical properties in the region of Biskra (type of soil- Sandy Clay – Limon)

Density

sol (kg/m3)

Heat capacity Cpsol (J/kgK)

Thermal conductivity

sol (Wm/K)

Thermal diffusivity

a (m2/s)

Penetration depth

 (m)

Albedo

1800 1340 1.5 6.22×10-7 2.5 0.35

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An overview of the waveform temperature at different depths is shown in figure 1, below.

Fig. 1: Waveform temperature at different depths

2. NUMERICAL MODELLING OF AIR TEMPERATURE IN THE EXCHANGER AIR-GROUND

Geometric assumptions

The canadian well that will be modeled here, is a horizontal tube of length L = 50 m, arranged horizontally under the ground at the depth z = 2.5 m.

The mesh

The finite difference method is used for the simulation of the heat exchanger. By this method, the system being modeled is divided by volumes (or meshes). Each volume gives rise to the establishment of a thermal balance.

Fig. 2: Exchanger air-ground - The time is divided into intervals of fixed duration t

- The tube is divided into n fixed-length slots x

- The unknowns of the problem are the temperature of the different meshes, which must be determined for each time step and for each step space- Tair, Ttub, Tsoil1 and Tsoil2.

Heat balance for each mesh Air mesh-

) tube mesh with exchanged (

) d transporte

(  

) T T ( R .

) 1 T T

( . m .

C in,air in,tub1

tub air n

air , i n

air , 1

air i 

    

 (7)

Cair, Specific heat capacity of air, [J/kgK]; m , Mass flow of the air, [kg/s]; n air ,

Ti , Temperature of the ith mesh of the air for the nth time step, [K]; n

tub ,

Ti , Temperature of the ith mesh of the tube for the nth time step, [K];

tub

Rair , Thermal resistance between ith mesh of the tube and nth mesh of the air, [K/W].

Tub mesh-

) 1 soil mesh with exchanged (

) air mesh with exchanged (

) store

(  

(4)

) T T

( R .

) 1 T T ( R .

1 t

d T

C d i,tub i,soil

1 soil tub tub

, i air , i tub air tub

,

i    

) T T

( R .

) t T T ( R .

) t T T

( .

C in,tub in,soil1

1 soil tub n

tub , i n

air , tub i air 1

n tub , i n

tub , tub i ,

i  

 

  

 (8)

Soil1 mesh-

) 2 soil mesh with exchanged (

) tub mesh with exchanged (

) store

(  

) T T

( R .

) 1 T T

( R .

1 t

d T

C d i,soil1 i,soil2

2 soil 1 soil 1

soil , i tub , i 1 soil tub 1

soil ,

i    

) T T

( R .

) t T T

( R .

) t T T

( .

C in,soil1 in,soil2

2 soil 1 soil n

1 soil , i n

tub , 1 i soil tub 1

n 1 soil , i n

1 soil , 1 i soil ,

i       

 (9)

Soil2 mesh-

) 2 soil mesh with exchanged (

) 1 soil mesh with exchanged (

) store

(  

) T T

( R .

) 1 T T

( R .

1 t

d T

C d i,soil2 soil

soil 2 soil 2

soil , i 1 soil , i 2 soil 1 soil 2

soil ,

i    

) T T

( R .

) t T T

( R .

) t T T

( .

C in,soil2 soiln

soil 2 soil n

2 soil , i n

1 soil , 2 i soil 1 soil 1

n 2 soil , i n

2 soil , 2 i soil ,

i  

 

  

 (10)

4. EXPERIMENTAL WORK EXECUTED AT THE SITE OF THE UNIVERSITY OF BISKRA

This is a network of four trace a total length of about 50 m. The internal diameter of the tube is 110 mm. The assembly is placed at a depth of 3 m at a slope of 2%. Mounted on site at the University of Biskra.

A variable flow air extractor is placed at the inlet of the exchanger. A series of temperature sensors is positioned along the heat exchanger from the inlet to the outlet. The probes are connected to a data logger.

Fig. 3: Bench experimental tests [7] Fig. 4: Thermal sensors positions

5. RESULTS AND DISCUSSION

Fig. 5: Comparison of the simulated results and the results experimentally measured, of the temperature variation depending on the length of the exchanger

(5)

The results show that the two curves have the same shape, which proves that the theoretical study simulates with good precision the exchanger which has been studied. (Fig. 5).

Fig. 6: Annual evolution of the temperature at the outlet of the exchanger air-ground

Fig. 7: Temperature at the outlet of the exchanger for two different depths

We note that the difference between the input temperature and the output temperature is more important in the middle of the curve, i.e. during the hottest period. However, the two temperatures converge when approaching the cooler periods of the season. (Fig. 6).

Fig. 8: Temperature at the outlet of the exchanger for two different airflows

The result shows that during the hottest time of the season, the air temperature at the outlet of the heat exchanger drops when the burial depth increases (from 0.3 to 1 degree per meter), but this fall is negligible during the cooler season, and it is due to the damping of the amplitude of the temperature signal, due to the inertia of the soil. (Fig. 7).

The results presented show that the effectiveness of the heat exchanger decreases to a higher speed (the air temperature is less then tempered).

So we can conclude that this parameter plays an important role in the flow of air into the system tubes, i.e.

the effectiveness of exchange by convection between the air and the tube. By against low flow may be insufficient to ventilate the room to be conditioned. (Fig. 8).

6. CONCLUSION

At the end of this study and through the results obtained, the exchanger (air / ground), is a promising vector in climatic genius, and as a renewable source of energy must be undoubtedly exploited industrially.

The digital modeling translated changes in the temperature of the air through the exchanger, based on key parameters. The modeling can be used in the absence of the experimental data for sizing the exchanger (air/ground), to other sites and in other conditions.

REFERENCES

[1] S. Thiers, ‘Bilans Energétique et Environnementaux de Bâtiment à Energie Positive’, Thèse de Doctorat, Ecole Nationale Supérieure des Mines de Paris, 2008

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[2] P. Hollmer, ‘Utilisation des Echangeurs Air/Sol pour le Chauffage et le Rafraîchissement des Bâtiments’, Thèse de Doctorat, Université de Genève, 2002.

[3] D. Bartolomeu, ‘Performances d’un Echangeur Thermique de Type Air-Sol’, ITP Romillé, 2005.

[4] D. Amitrano, ‘Eléments de Dimensionnement d’un Echangeur Air/Sol, Dit Puits Canadien’, Université J.

Fourier, Grenoble, 2006.

[5] A. Tzaferis, D. Liparakis, M. Santamouris and A. Argiriou, ‘Analysis of the Accuracyand Sensitivity of Eight Models to Predict the Performance of Earth-To-Air Heat Exchangers’, Energy and Buildings, Vol. 8, N°1, pp. 35 – 43. 1992.

[6] T. Salomon, R. Mikolasek, B. Peuportier, S. Thiers, Y. Jautard et A. Trombe, ‘Dimensionnement du Puits Climatique, Analyse, Modélisation, Validation d’un Modèle de Simulation Dynamique pour les Puits Canadiens ou Provençaux’, Rapport Ademe, Languedoc, Roussillon, 2003.

[7] N. Moummi, H. Benfatah, N. Hatraf, A. Moummi et S.Youcef Ali, ‘Le Rafraîchissement par la Géothermie:

Etude Théorique et Expérimentale dans le Site de Biskra’, Revue des Energies Renouvelables, Vol. 13, N°3, pp. 399 – 406. 2010

[8] H. Benfattah, ‘Etude du Rafraîchissement par la Géothermie, Application à l’Habitat’, Mémoire de Magister, Université de Biskra, 2009.

[9] S. Thiers et B. Peuportier, ‘Modélisation Thermique d’un Echangeur Air-Sol pour le Rafraîchissement des Bâtiments’, Centre Energétique et Procédés, Ecole Nationale Supérieure des Mines de Paris, France, 2007.

[10] A.M. Biabianchi, Y. Fautrelle et J. Etay, ‘Transferts Thermiques’, Agence Universitaire de la Francophonie, Presses Polytechniques et Universitaires Romandes, Lausanne, 2004.

[11] J.F. Sacadura, ‘Initiation aux Transferts Thermiques’, Technologie & Documentation. Edition Lavoisier, Lyon, 1980.

[12] N. Moummi, A. Moummi, K. Aoues, C. Mahboub and S.Y. Ali, ‘Systematic Forecasts of Solar Collector’s Performance in Various Sites of Different Climates in Algeria’, International Journal of Sustainable Energy, Vol. 29, N°3, pp. 142 - 150, 2010.

[13] A. Mermoud, ‘Cours de Physique du Sol’, Ecole Polytechnique Fédérale de Lausanne, 2001.

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