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7/30/2019 Chromium Discussion
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Results
Absorbance band, max = 435nm
Table 1: Concentration and absorbance of standard solution
Concentration
(ppm)Absorbance
0 0.002
18.75 0.127
37.5 0.283
75 0.469
150 0.844
Table 2: The absorbance band of simulated lake water
Water sample
Absorbance
0.275
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Fig 3.1: Graph of absorbance versus concentration
Calculation
Standard Solution Calculation
Standard solution = 18.75 ppm
M1V1 = M2V2
V1 = (M2V2) / M1
V1 = (18.75 ppm x 50mL) / 300 ppm
= 3.125 mL
Standard solution = 37.5 ppm
M1V1 = M2V2
V1 = (M2V2) / M1
V1 = (37.5 ppm x 50mL) / 300 ppm
= 6.25 mL
y = 0.0055x + 0.0341
R = 0.9916
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0 20 40 60 80 100 120 140 160
Absorbance
Concentration (ppm)
Graph of Absorbance Versus Concentration
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Standard solution = 75 ppm
M1V1 = M2V2
V1 = (M2V2) / M1
V1 = (75 ppm x 50mL) / 300 ppm
= 12.5 mL
Standard solution = 150 ppm
M1V1 = M2V2
V1 = (M2V2) / M1
V1 = (150 ppm x 50mL) / 300 ppm
= 25 mL
Y = 0.005x + 0.034
(0.275) = 0.005x + 0.034
X = (0.275 0.005) / 0.034
= 7.94 ppm
Notice that x is equivalent to the concentration of Chromium (VI) contains in the water
sample, which is 7.94 parts per million (ppm).
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Discussion
Many heavy metals, including chromium (Cr), are toxic even at low aqueous solution
concentration. Chromium ions, Cr (III) and Cr (IV) are found naturally in rivers, lakes and
streams. The main objective of this experiment is to determine the quantity of Cr (IV)present in a polluted water sample using a spectrophotometer and a set of standard
solutions. Besides, this experiment was performed to evaluate the suitability of the lake
water for public consumption. This experiment was analyzed by using the
spectrophotometer with wavelength 435 nm. Distilled water was used as the sample in
order to calibrate the spectrophotometer. Beer-Lambert Law states that absorbance
value depends on the total quantity of the absorbing compound in the light path through
the specific wavelength of the sample.
Five dilution of Cr (VI) standard solution has been prepared at concentration of
0ppm, 18.75ppm, 37.5ppm, 75ppm, and 150ppm from 300ppm of stock solution. The
result shows that the absorbance for each concentration of Cr (VI) has different value of
absorbance. As the concentration increased, the absorbance value is also increased.
From the results obtained, it shows that at blank sample, absorbance value was at
0.002, but at concentration of 150.00ppm, absorbance value was increases to the
highest values which are at 0.844. The absorbance values at the concentration of
18.75ppm, 37.5ppm, and 75ppm were 0.127, 0.283, and 0.469 respectively. This result
proved that the absorbance of a solution is directly proportional to the concentration of
the solution and this condition follows the rules of Beers Law.
After the graph of absorbance versus concentration of Cr (VI) has been plotted,
an equation of Y = 0.005x + 0.034 was obtained from the graph. R 2 from the graph
shows the value at 0.991 which is approximately to 1. The closer the R2value is to 1.00,the better the linear regression analysis fits the data. Then, the Y = 0.005x + 0.034
equation can be used to determine the concentration of chromium in the sample lake
water. The absorbance of lake water sample was at 0.275. By applying this equation, the
concentration of sample lake water was 7.94ppm.
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According to the values of concentration of chromium (VI) which is apparently
calculated to contain 7.94 parts per million, this obviously means that there is a
significant content of chromium ions in the water. Based on the consideration of state
and federal regulatory agencies, natural waters are regarded to be toxic if the
concentration of Chromium (VI) is any higher than 0.100 parts per million. The presence
of chromium (VI) even in very low concentration is highly visible and causes damage to
the environment as they are toxic to aquatic life (I.U Emmamuel et al., 2009). The impact
Cr (VI) exposure to water bodies can cause allergy reactions, dermatitis, skin irritation,
cancer and mutation both in babies (Garg et al., 2003). The lake water sample tested is
then concluded to be unsafe and unhealthy for drinking water for public consumption or
even agricultural purposes.
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Conclusion
The main purpose of this experiment is to determine the quantity of Cr (IV) present in a
polluted water sample using a spectrophotometer and by using a set of standard
solutions of known concentration. In this experiment, absorption spectroscopy will beused to determine Cr (VI) concentrations in solution with specific wavelength of 435 nm.
Chromium is a component in automobile brakes and engine parts. Chromium
deposited on highways, in the form of brake dust and engine exhaust, can leak into
lakes and streams via rainwater run-off. Lakes and streams near highly trafficked areas
are highly susceptible to chromium contamination.
The concentration of chromium (VI) in the lake sample tested is 7.94 ppm. At this
concentration of Cr (VI), it can cause the water pollution. The lake water can be very
toxic especially to aquatic life and human being. Result of this experiment shows that the
concentration of Cr (VI) is over the limit for drinking water or for agricultural purposes. At
this concentration level, the water sample could specified as toxic and prolonged
contact with some chromium compounds that can cause allergy reactions, dermatitis,
skin irritation, cancer and mutation both in babies. Since it is highest than 0.100 ppm that
been standardized by state and federal regulatory agencies, the water sample is
concluded to be contaminated and thus not suitable for drinking and agricultural
purpose.