WATER DENSITY AND SOILS INTRINSIC PERMEABILITY DEPENDENT ON TEMPERATURE Jurcă ŞTEFANIA-ALINA West University of Timisoara, Faculty of Physics 300 223 Timisoara, Bulv. V.Parvan 4, Romania ABSTRACT The paper presents two applications where the variations of water density and of the soils intrinsic permeability, respectively, as function of temperature are studied. Numerical results, using literature data, graphics and some conclusions are presented. Keywords: intrinsic permeability, water density Introduction A problem more and more discussed in our days is the pollution with its different forms. Most met forms of pollution go through by means of water, rather through the pollutants dissolution in water and through the transport farther in rivers or soils, polluting the ground water. Because 21,8% from the entire sweet water of the world is contained in ground water and just 0,34% in rivers and lakes, the rest being mostly snow and ice, is very important the study of water behavior and its infiltration in soil. The paper set one’s sights on the determination of intrinsic permeability variation with temperature for various soils and rocks types, rather of the soils capability to let through the water. Preliminary are determined the variations of pure and salt water density with temperature and then is made a comparison between the achieved results. Theoretical notions Intrinsic permeability, symbolically represented as ki , is defined being the soil ability to transmit fluids. It is calculated with the next formula (1): ki where 130 K – hydraulic conductivity η – dynamic viscosity ρ – fluid density Kη ρg g – gravitation constant To calculate the density of pure water dependence on temperature is used the next formula (2): ρ a 999,9399 4,216485 10 2 T 7,097451 10 3 T 2 3,509571 10 5 T 3 9,9037785 10 8 T 4 In nature the water may contain various solutes and for that I shall consider bellow the salt water. In practice, for the determination of the salt water density according to salinity, symbolically represented as S, is used the next approximate formula (3): ρs ρ a A S 3 B S2 C S2 where: A 8,24493 10 1 4,0899 10 3 T 7,6438 10 5 T 2 7 3 9 4 8,2467 10 T 5,3875 10 T 3 4 6 2 B 5,72466 10 1,0227 10 T 1,6546 10 T C 4,8314 10 4 With those formulas we can calculate the density of brine and pure water for various values of temperature, considering that S=35 g/l. For calculation of intrinsic permeability we need the values of hydraulic conductivity for different soil types and the dynamic viscosity of water for various values of temperature, values which exist in the literature. Numerical results Using the formulas (1), (2), (3) and Maple 9.5 and OriginPro 7.5 programs I obtained the next graphic representations: Figure 1. Graph of pure and salt water density dependence on temperature 131 Figure 2. Intrinsic permeability dependence on temperature for sand types Figure 3. Intrinsic permeability dependence on temperature for two types of rocks Conclusions In figure 1. we can observe a considerably difference between the density values of pure water and of brine in function of the temperature. This fact is observable in the day-to-day life, for example the sea water doesn’t freeze although the temperature is below freezing, practically the brine with 35 g/l salinity freezes at -1,91°C. Also the variation of brine density has a prime role in oceans stratification and in existence of ocean currents what makes possible the existence of marine biota. In the figures 2 and 3 we can easy remark the differences between sand types and the two rocks types, respectively, but most important is that the values for intrinsic permeability decrease with temperature increase. Thus, we can make one last observation namely that, irrespective of soil or rock types, the cold water infiltrates easier than warm water. References [1] [2] 132 Jurcă Ştefania-Alina, Lucrare de Licenta: Ecosistemele Lumii.Sisteme morfoclimatice pe Glob, 2007; Anca Marina Marinov, Dispersia poluanţilor în apele subterane, Editura Printech, Bucureşti, 2005