Comparative Study On Hydration Properties Of Ammonium Sulphate With Potassium Nitrate And Ammonium Sulphate With Sodium Nitrate Solutions At 303k

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218 IJEDR Volume 6, Issue 1 ISSN: 2321-9939 Comparative Study On Hydration Properties Of Ammonium Sulphate With Potassium Nitrate And Ammonium Sulphate With Sodium Nitrate Solutions At 33 1 Rathia S, 2 Renua Devi K, 3 Geetha S 1 Assistant Professor, Sudharsan Engineering College, Puduottai. 2 Associate Professor & Head, 3 Ph.D Scholar 2, 3 Department of Physics, Government Arts College for Women A, Puduottai, TamilNadu Abstract - Human cultivate plants mainly for food either for themselves or for livestoc. The soil fertility status is gradually decreased due to continuous growing of crops. To eep the soil productive, it is essential to apply macro and micronutrients through integrated approach. Plants tae up nutrients continuously. It is beneficial to provide them balanced nutrients throughout their growth. Nitrogen increases vegetative growth and produces good quality foliage by promoting the carbohydrate synthesis and encouraging succulence. The comparative study on hydration properties has been made to elucidate the interionic interactions of ammonium sulphate with potassium nitrate solution and ammonium sulphate with sodium nitrate. The concentration of ammonium sulphate is fixed as.3 mole for both the systems. The ultrasonic velocity, density, and viscosity of nitrogenous fertilizer solutions were experimentally measured at different molalities at 33K. From the measured experimental datas, hydration parameters such as molal hydration number nh, apparent molal compressibility, apparent molal volume v, molar solvated volume s, limiting apparent molal compressibility o, limiting apparent molal volume v o, their constants S and Sv and viscosity B-coefficient were calculated. From the hydration parameters, it was noticed that more molecular association is taes place in ammonium sulphate with potassium nitrate solution than ammonium sulphate with sodium nitrate solution. While comparing and mixed fertilizer systems, the results revealed that the strong molecular association taes place in fertilizer than solution. Index Terms - Hydration number, apparent molal compressibility, apparent molal volume, molar solvated volume, viscosity B coefficient. I.INTRODUCTION Nitrogen increases deep green colour in plants and the size of the cell and maes the cell wall thinner. Nitrogen increases the proportion of water and decreases calcium content in plant tissues. It helps in seed formation and increases the feed value of crops. Nitrogen fertilized crops can utilize more phosphorus, potash and calcium which is nown as synergistic effect. It is due to the fact that nitrogen fertilization increases the cation exchange capacity of plant roots and therefore other nutrient ions are absorbed in larger amount 1. In the recent years, ultrasonic studies are extensively used for characterizing the thermodynamic properties and to predict the solute-solute, solute-solvent and ion-solvent interactions in aqueous as well as non-aqueous and mixed medium. The velocity of sound is used to give information about the bonding between the molecules and formation of complexes at different temperatures through various interactions 2. The investigation based on the behaviour of propagation of ultrasonic waves in fertilizer system is now well established as an effective means to examine certain physical properties of the materials. From the measured values, solvation parameters are evaluated. Solvation parameters are used to determine the strength of solute-solute, solute-solvent and ionic interaction in fertilizer solutions. II. MATERIALS AND METHODS The present study was carried out using AR grade chemicals. Double distilled water was used for the preparation of solutions. A special thermostatic water bath arrangement was used for ultrasonic velocity, density and viscosity measurements. Ultrasonic interferometer Mittal Enterprises, model F-81D with an accuracy of.5% and the frequency of 2MHz was used in the present wor for the measurement of ultrasonic velocity of solutions. Densities and viscosities of the solution were measured by relative method. III. RESULTS AND DISCUSSIONS HYDRATION NUMBER The hydration number is a measure of number of water molecules that get attached with each ion at a time during the process of interaction. Passynsi 3 has taen consideration of the adiabatic compressibility of the solute and the solvent for deriving the IJEDR18195 International Journal of Engineering Development and Research www.ijedr.org 55

218 IJEDR Volume 6, Issue 1 ISSN: 2321-9939 hydration number and Barnatt 4 has accounted for the solution volume for the same. Assuming the compressibility of the solution to be mainly due to the free solvent molecules, the methodology of computing solvation number has been reported earlier 5-8. As every solvent has its characteristic structure, its molecules are bound more or less strongly to the solute molecule in the course of hydration. Also the hydration has a mared effect on the structure of the surrounding solvent. A solute molecule in solution surrounded by one or two sheaths of bound solvent molecules very near to the ion. The comparative study on hydration properties has been made to elucidate the interionic interactions of ammonium sulphate with potassium nitrate solution and ammonium sulphate with sodium nitrate. On comparing these two systems, it is found that ammonium sulphate with potassium nitrate solution show a positive hydration number which indicates an appreciable solvation of solutes. This is an added support not only for the structure promoting nature of potassium nitrate but also for the presence of an appreciable dipole-dipole interaction between solute and water molecules. This also suggests that the compressibility of the solution is less than that of the solvent. As a result solutes will gain mobility and have more probability of contacting solvent molecules 9. This may enhance the interaction between solute and solvent molecules 1. The decreasing values of hydration number at higher concentration in the two systems shows the strength of interaction gets weaened between solute and solvent molecules 11. The decreasing solvation number with increase in concentration may be due to the lac of solvent molecules surrounding the ions or occurrence of ion pairing in this solution, but however it increases the ionion interaction in the solutions. There is a regular decrease in solvation number at higher concentrations indicating the decrease in the size of the secondary sheath of solvation with increase in concentration in both the systems. In ammonium sulphate with sodium nitrate solution, negative hydration number is observed at lower concentration and it becomes positive at higher concentration. Negative solvation number with molality was reported by many researchers 12-13. The variation of molal hydration number with concentration is shown in figure 1 and tabulated in tables 1 and 2. It may be pointed out that the maximum solvation number is obtained at specific concentration in both system and the ion-solvent interaction is strong at that concentration. From the magnitude of n h it can be concluded that there is a stronger molecular association is found in mixed fertilizer solution than mixed fertilizer solution. APPARENT MOLAL COMPRESSIBILITY K The variations of with concentration for both systems are represented graphically in figure 2. The negative values of apparent molal compressibility indicate the hydrophilic interactions occurring in these systems. Since, more number of water molecules is available at lower concentration of solution, the chances for the penetration of solute molecules into the solvent molecules are highly favoured. The negative values of indicating the ionic interaction occurring in these solutions, which also indicate that the strengthening of ion-solvent interaction in solution. is a function of m and is obtained by Gucer 14 from Debye Hucel theory 15 and is given by o 1/ 2..1 S m where is the limiting apparent molal compressibility at infinite dilution and is a constant. and S of equation 1 have been evaluated by the least square method. The evaluated parameter limiting apparent molal compressibility which provides information regarding the solute-solvent interactions and its related constant deals with the ion-ion interactions in the solution which are systematically tabulated in table 3. It is observed that the values are positive in both mixed fertilizer solutions. Appreciable positive values of for both the systems suggest that the existence of solute solvent interactions. From the magnitude, it is concluded that stronger in molecular association than as it is more compressed. S values are negative in both the systems. The negative values of S indicates the weaening of ion ion interactions in the solution 16. APPARENT MOLAL VOLUME V Apparent molal volume and apparent molal compressibility have been proven to be a very useful tool in elucidating the structural interactions occurring in solution. The concentration dependence of apparent molal volume of the solutions can be used to study ion-ion interactions, so the volumes of solutions have been proven to be of scientific interest. The values of v of ammonium sulphate with potassium nitrate solution are greater than that of ammonium sulphate with sodium nitrate solution which is graphically represented in figure 3. The higher values of v suggest that the strong solute-solvent interaction occurring in the solution 17. This variation represents the existence of strong ionic bonding between solute and solvent molecules of solutions compared to mixed fertilizer solutions. These results suggest that a large portion of water molecules exert electrostatic force which attracts the neighbouring molecules decreasing effective volume of water. The apparent molal volume has been found to differ with concentration according to Masson s empirical relation 18 as, o S v m v v 1/ 2..2 where v is the limiting apparent molal volume at infinite dilution and S v is a constant and these value were determined by least square method. The volume behaviour of a solute at infinite dilution is satisfactorily represented by v which is independent of the solute solute interactions and provides information concerning solute solvent interactions. The values of v are positive in both the systems table 3. These values of v which are higher in solution compared to fertilizer solution indicating a strong ion solvent interactions occurring in this system. The S v values are found to be negative for both the systems. The negative values of S v suggest the presence of ion-ion interaction occurring in both the systems. MOLAR SOLVATED VOLUME S S IJEDR18195 International Journal of Engineering Development and Research www.ijedr.org 551

1-8 218 IJEDR Volume 6, Issue 1 ISSN: 2321-9939 s v n h V 1 Molar solvated volume has a culmative effect due to v and n hv 1 as seen from the equation 3. As the concentration increases s decreases even though v increases, this is because it is mainly detailed by hydration number rather than by v. Figure 4 shows the molar solvated volume value is higher in solution compared to solution. From this it is confirmed that molecular association is greater in solution than in solution. VISCOSITY B-COEFFICIENT The viscosity A and B coefficients of mixed fertilizer solutions were calculated from the Jones-Dole equation 19. 1/2 = 1 Am Bm.. 4 where, η and ղ o are the viscosities of the solution and solvent respectively and m is the molal concentration of the solute. A is called the Falenhagen coefficient which characterises the ionic interaction and B is the Jones-Dole or viscosity B-coefficient which depends on the size of the solute and the nature of solute-solvent interactions. Viscosity is also an important parameter in understanding the structure and molecular interaction occurring in the solutions and its variation is attributed to the structural changes. Table 3 shows that the value of A is negative and B-coefficient is positive in mixed fertilizer solution. A is a measure of ionic interaction and it is evident that there is a wea ion-ion interaction. B-coefficient is also nown as measure of order or disorder introduced by the solute into the solvent. It is also a measure of solute-solvent interaction and the relative size of the solute and solvent molecules. The negative value of B-coefficient is found in fertilizer solution, which indicates the existence of wea solute-solvent interaction compared to solution. IV. CONCLUSION A detailed analysis of hydration properties has been carried out for and mixed fertilizer solutions. The nature and strength of intermolecular interactions were discussed. In solution, the positive value of B coefficient supports the behaviour of v and S v shows the dominance of solute-solvent interactions over solute-solute interactions. Table 1 Molal hydration number nh, apparent molal compressibility, apparent molal volume v, and molar solvated volume s of.3m of ammonium sulphate + potassium nitrate + water at 33K mole mole Molal hydration number n h Molal hydration number n h Apparent molal compressibility.3 Apparent molal volume v Molar solvated volume m 3 mole 1 1 8 m 2 N 1.1.7672 4.1311 114.1546 13.8237.2 4.4125 -.3783 7.39 79.4984.3 6.924-2.7748 57.3539 124.7459.4 6.7149-2.7225 54.8557 12.9779.5 6.5521-2.8637 48.4937 118.453.6 6.2541-2.452 54.2616 112.6771.7 5.9883-2.2319 53.684 17.8887 Table 2 Molal hydration number nh, apparent molal compressibility apparent molal volume v, and molar solvated volume s of.3m of ammonium sulphate + sodium nitrate + water at 33K Apparent molal compressibility Apparent molal volume Molar solvated volume 1 8 m 2 N 1 m 3 mole 1.1-12.569 13.266 96.865-225.329.2 -.757 3.4682 7.5923-13.6391.3 4.511-1.1929 52.2989 81.2724.4 5.5794-2.318 44.617 1.527.5 5.892-2.8135 37.824 16.1525.6 5.4465-2.3352 41.417 98.1263.7 5.956-2.233 42.6639 91.842 Table 3 Limiting apparent molal volume v o, limiting apparent molal compressibility o, constants Sv, S and viscosity A and B coefficients of Jones-Dole equation for and solutions at 33K Viscosity coefficient System v o m 3 mol 1 Sv m -1 N -1 mol -1 o 1 8 m 2 N -1 S m -1 N -1 mol -1 v A dm 3/2 mol 1/2 B dm 3 mol 1 AS +PN 127.14-12.336 5.299-1.881 -.51.47 s s IJEDR18195 International Journal of Engineering Development and Research www.ijedr.org 552

Apparent molal compressibility φ Molal hydration number n h ' 218 IJEDR Volume 6, Issue 1 ISSN: 2321-9939 119.265-15.256 17.331-27.42.347 -.213 25 2 15 1 5-5.1.2.3.4.5.6.7-1 -15 Fig 1 Molal hydration number nh of and solutions at 33K 15 1 5 1-8 m 2 N -1.1.2.3.4.5.6.7-5 -1-15 Fig 2 Apparent molal compressibility of and solutions at 33 K Apparent molal volume φ v 12 1 8 6 4 2.1.2.3.4.5.6.7 Fig 3 Apparent molal volume v of and solutions at 33 K IJEDR18195 International Journal of Engineering Development and Research www.ijedr.org 553

Molar solvated volume φ s 218 IJEDR Volume 6, Issue 1 ISSN: 2321-9939 3 2 1.1-1.2.3.4.5.6.7-2 -3 Fig 4 Molar solvated volume s of and solutions at 33K V. REFERENCES [1] Oswal M C., A Textboo of Soil Science., Vias Publishing House Private Limited., Hissar, 1983. [2] Chauhan S, Kuldeep Kumar and Patial B S., Indian Journal of Pure and Applied Physics, 51, 531-541, 213. [3] Passynsi., Acta. Physico. Chem., 8, 385, 193. [4] Barnartt S J., Chem. Phys., 2, 278, 1952. [5] Kalyanasundaram S and Bhagwanth R., Trans. SAEST, 25, 99, 199. [6] Kalyanasundaram S and Saraswathi S., Bull. Electro. Chem., 6, 152, 199. [7] Kalyanasundaram S and Saraswathi S., Indian Journal of Pure and Applied Physics, 31, 869, 1993. [8] Kalyanasundaram S and Saraswathi S., Indian Journal of Pure and Applied Physics, 31, 936, 1993. [9] Thirumaran S and Mary Christina Gardilya., Recent Research in Science and Technology, 38, 56-63, 211. [1] Palani R, Geetha A, Saravanan A and Vijaya Shanbhag., Rasayan J.Chem, 13, 495-52, 28. [11] Palani R and Kalavathy S., Advances in Applied Science, Research, 22, 146-155, 211. [12] Jasmine Vasantha Rani E, Kanangi K., Padmavathy R and Radha N., Indian Journal of Pure and Applied Physics, 52, 155-161, 214. [13] Rajotia., Journal of Pure and Applied Ultrasonics, 21, 132-135, 1999. [14] Gucer F T., Chem. Rev, 13, 111-13, 1933. [15] Debye Hucel., Physi Z, 24, 185, 1923. [16] Thirumaran S, Gene George and Baiyalashmi P., ChemicalScience Transactions, 31, 323 331, 214. [17] Santhaumari S, Padmavathy R and Jasmine Vasantha Rani E.,International Journal of Research Scientific Research, 49, 1347-1349, 8, 213. [18] Masson D O., Philos. Mag, 8, 218, 1929. [19] Jones G and Dole M., J. Am. Chem. Soc., 51, 295, 1929. IJEDR18195 International Journal of Engineering Development and Research www.ijedr.org 554