APPLICATION OF NATURAL SORBENTS OF KOSTANAY REGION FOR
WATER QUALITY CORRECTION.
Makhmutova
Zh.S., Iskeyeva G.A.
KSU named after A. Baytursynov, Kostanay, Kazakhstan, mahmutova76@inbox.ru
Natural sorbents of natural and artificial origin
(clay rocks, zeolites and some other materials) are increasingly used for water
purification. The main directions of using natural sorbents are related to the
technological processes of adsorption purification. The use of such sorbents is
due to their rather high capacity, selectivity, cation-exchange properties.
Some of them are of relatively low cost and available for application.
The adsorption capacity of natural sorbents of theKostanay region with respect to iron ions (III), manganese
ions (II), acetic acid molecules was studied.
The adsorption properties of the analyzed
natural sorbents were determined from the change in the concentration of
water-polluting compounds before and after adsorption.
The concentration of iron ions, manganese ions was
determined by the photometric method. In the case of studying the adsorption
properties of sorbents with respect to iron, the method essence involves adding
ammonium thiocyanate or potassium solution to a water sample with iron ions and
photometric measurement of the optical density of the solution of blood-red
iron complex:
Fe 3+ + SCN- = [Fe (SCN )]2+
If the manganese ion (II) was the adsorbent, the
detected ion was oxidized with ammonium persulfate to permanganate of a crimson
ion in thepresenceofsilvernitratecatalyst:
2 MnSO4+5(NH4)2S2O8+8H2O=2HMnO4+5(NH4)2SO4+7H2SO4
The photometric measurements were performed on
KFK-3-01-"30M3" instrument,at the wavelength of 530.1 nanometers for
manganese and 470.0 nm for iron, at which the absorption is maximized. When
measuring the optical density of the colored adsorbentsolutions in the range of
maximum light absorption, the determination sensitivity increases.
Under the condition of obtaining a linear calibration graph,
the iron or manganese concentration in the water samples after adsorption was
calculated by comparison using the formula:
Ñõ= Ñ0*Àõ/À0, where
Ñ0,Ñõ – Ion
concentration in the water sample before and after adsorption, g / ml;
À0, Àõ- Optical densities of the adsorbent solution before and after
adsorption;
In the course of the experiment, 150 ml of a
contaminated water sample with the given concentration of iron, manganese and
acetic acid ions were added to the sample of the natural sorbent 15 g. The
contents of the test tube were thoroughly mixed with a shaking machine for 2
hours. Thenthemixture was filtered. The filtrate was transferred to a colored
solution and its optical density was measured photometrically.
The concentration of acetic acid in the water sample
before and after adsorption was determined by titration with a standardized
solution of potassium hydroxide. The acid concentration was calculated from the
titration results:
NK= Nal*Val/ Vê
The adsorption capacity of the sorbents was calculated
from the equation:
À.Ñ. = (Ñ0-Ñõ)*V*100 /Ñ0, where
À.Ñ – Adsorption
capacity of the sorbent, %;
Ñ0 - Concentration
of the pollutant in the water sample before adsorption, g / ml;
Ñõ – Impurity
concentration after adsorption, g / ml;
V- Solution volume from which adsorption took place,
ml.
The obtained experimental data on the adsorption
capacity of natural sorbents in the Kostanay region are given in Table 1.
Table 1 - Adsorption capacity of natural sorbents.
|
¹ |
Natural sorbents |
Adsorption capacity
in relation to: |
||
|
iron ions (III) |
manganese ions (II) |
Acetic acid |
||
|
1 |
Ore |
43,35 % |
35,56 % |
89,99 % |
|
2 |
Sand |
49,98 % |
14,14 % |
62,73% |
|
3 |
Asbestos |
93,08 % |
95,41 % |
- |
|
4 |
Yellow
clay |
92,31 % |
69,85 % |
92,02 % |
|
5 |
Red
clay |
91,80 % |
92,06 % |
95,15 % |
|
6 |
Soil |
90,27 % |
74,07 % |
- |
As follows from Table 1, asbestos, yellow and red
clays have the greatest adsorption capacity with respect to iron ions, while ore
has the smallest one. According to adsorption capacity to manganese ions,
sorbents can be arranged in increasing order in a row: sand (14.14%) - ore
(35.5%) - yellow clay (69.85%) - soil (74.07%) - red clay (92.06%) - asbestos
(95.41%).The adsorption capacity of ore, yellow and red clay with respect to
acetic acid is in 1.43; 1.47; 1.52 times greater than the sand adsorption
capacity.
As follows from Table 1, adsorption properties of
sorbents depend on their chemical structure, contact area with adsorbent.
Figure 1 presents the data on the application of
various natural sorbents to improve water quality.
Figure 1 - Natural sorbents’effect on the degree of
water purification.
On the basis of Figure 1 experimental data, it can be
concluded that for the adsorption water purification from iron ions (III),
manganese ions (II) and acetic acid the use of such natural sorbents as yellow
clay, red clay and asbestos is efficient. However, in view ofasbestos carcinogenic
properties, its use should be limited.
References:
1. Vezentsev, A.I. Adsorption properties of the beneficiaries of natural
montmorillonite-containing clays // À.I. Vezentsev. - Belgorod: Belgorod State National Research University,
2011. - P. 103-108.
2. Tsitovich I.K. Course of Analytical Chemistry. - M.: Higher
Education, 1994.- P.352-353.
3. Fomin G.S. Water. Publisher "Protector", 2010. - P.314-319.